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Contract 47212
C."RE"I'AW Cl'TY SECRETARY V FORT WO R T H D.O.E. FILE CONTRACTOR'S BONDING C0. CONSTRtXnON'S COPY CUENT DEPARTMENT PROJECT MANUAL FOR THE CONSTRUCTION OF Rockwood Golf Course Renovation City Project No. 01199 Betsy Price David Cooke Mayor City Manager Richard Zavala Director- Parks & Community Services Scott Penn Project Manager-Parks & Community Services OF Prepared for ......... . The City of Fort Worth PAUL J. PADILLA 2015 Colligan Goq'Design 7 8 .......... lN",EC`,f0Rn, FI , lil(,)RTN�, 'TX l JrORT WORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00- General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 14 Bidder's Statement of Qualifications 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements r' 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Rocbrood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised May 27,2015(PALS) 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 3 Technical Specifications which have been modified by the Golf Course Architect specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 -Existing Conditions 0241 13 Selective Site Demolition 0241 15 Paving Removal Division 03- Concrete 03 30 00 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 0334 16 Concrete Base Material for Trench Repair 03 8000 Modifications to Existing Concrete Structures Division 26-Electrical 26 05 00 Common Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 -Earthwork 31 1000 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 2400 Embankments 31 2500 Erosion and Sediment Control 31 3600 Gabions 31 3700 Riprap Division 32 -Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 3201 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised May 27,2015(PACS) 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 3 F` 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 3231 29 Wood Fences and Gates 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 34-Transportation 3441 10 Traffic Signals 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 30 Aluminum Signs 3471 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: https://projectpoint.buzzsaw.com/_bz_i-est/Web/Home/Index?id=378016#/ bz rest/Web/Item/ Items?folder=517486&count=5 0&start=0&ownership=Home CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised May 27,2015(PACS) City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/15/2015 — Ordinance Nos. 21893-09-2015 & 21894-09-2015 DATE: Tuesday, September 15, 2015 REFERENCE NO.: C-27470 LOG NAME: 80ROCKWOOD GC RENOVATION 2015 SUBJECT: Authorize Execution of a Construction Contract with Heritage Links, a Division of Lexicon,Inc., in the Amount of$4,488,307.90, for the Renovation of Rockwood Park Golf Course,Provide for Project Administration and Contingencies in the Amount of$170,438.45,for a Total Construction Cost of $4,658,746.35,Authorize the Execution of an Interlocal Agreement with Tarrant Regional Water District and Adopt the Attached Appropriation Ordinances (2014 Bond Program) (COUNCIL DISTRICT 2) RECOMMENDATION: It is xecprnmericledthat=the = _ _ — < £ -` 1 Authorise the;execution of azi Interlocal Agreement with tfiearanteaa Water D�set, or�n end �e �ices to include the lemolitioh and removal of cart��ths aztd.dredg�ng,of�e rzvex ct�fi�w at R.oek�aod < Park Golf Catrrse, - ���� 2 Adwtheuttached appropriation ordinance inere�sinetimaterreezpt dud approptrons m the Golf Gas Leaso CaitalYralect Fund in the amount x208,573 89 = - .-��"��='"-`;' "' ..�✓*"-.+' :,ter" �=sr"-r��,.,x"�"-, .,.:.`� — 3 A thort e the=use of funds for t1us;proje and adopt th 'a l e app opriat on orc znnnce increa ng estimated recerpts and appropaations in the-Park Gas Zease Captalrlect Fundiii the amount of xk 4 Authorize the exectition of_a construction contract w�tHeritae Ltnks� icany Inc,in the amount of$4;488,307.90,far the renovation of Rockwood Park wolf Course °-` _ __ DISCUSSION: The purpose of this 11%Iayor and Council CamrnunicattonM&C)1s to authonze the ececunori of a construction contract-,with-Heritage Links,a-division of Lexicon;-Tnc in theinount x£$4,488,307:90,for the renovation of Rockwood Park=Golf Course(RWPGG)�idditianal actions include the=aut�ion�atiaii=to..enter into'am Into rloeal,Agreement with Tarrant Regional Water Distrwtaitd adopt appropriations frain-golf and; park gas lease capital.project funds = = = _ _ Rockwooffi gina118 hole course was opened of September 3 1938 and later expanded to 27 hales in 1963.Nine holes were closed in 2007 to accommodate ax ewTiractice facility,fundedAhrough a partnership with The First Tee of Fort Worth, and consisting of a0-sation driving range,putting green end chipping green I complete with practice sand bunkers, (Jn December-6,2011,City;Council au(hozized(-M&C G-17457) award of construction contract with Golf Works,Inc.,far the construction of a new-5-b- - ew ix hole practice course and replacemerit;of'the existing irrigation pumping station_These improvements,totaling an amount of $50$,2$9:;89,were funded by Golf Gas Lease ProjectFunds and a.grantfrom Wadsworth Golf Charities Foundation. On December 16 2008,City Council authorized(M&C C 23246)a Prfessional Services Agreement with CORgan Gol£Design in'the ainount of$154,120.00 for the developzncztt of a master plan fox the RWPGC: OnMa IF 2014- City Council received a presentation fronri Staff detarltn n TT brad enterprise:Nadel of Management far-khe=four city-owned golf facilities.A maJor eorrponent of that planneTuded the amplernentTOZx 6f,Phase a£tlxe RWPGC NZaster Plan which xrtclttdes the total reccxltrtxctzco1;the 7 dear old 18 hole golf course: ie MOP- . Mplan��tndlude� ee� taxr ays,teeing grounds,xrngatj bd system,cart 1Zaf ►s,drainages 1 �� � iYte atui�es bu�1l to cuxvenday golf course industry standareis 2heproectcs are fa nn � ya enan xaexabalzty and ensure susta1niabahty Moxeover,tie retnuestrnent to t�s cct�l}? decrattaual asset wsll result xri amgroved operational effic�encxes lncreasetenudullnritoa�heano re�re�xreexertttures The I2WPGC Master Plan eras enore� � e ON 01 the ocl�eiod Ga1��ourso��.idy Corrtmtttee w��r�i�cl, � en a � � meets � �� ����to��eule?�th�endorsed xnasler=�lan�c�d scu �1� e y. � a coxrse� �rraceting�vu�re held on Docember 17,�01�,o� �nu ran � e ��C ,���zl1�e su�taznable andbuxlt to 7ndust �ta � A G eaustctca tsprefezxed, 3 w i> buei?sCluaxe fa image reducrzon mxht he c a ed rjcotecrounrls and operating budget were found to bstnn� a � di alt 6 �0urxeoons slaauld be bid waernates and c eta �1x= �eanbe9h�t1�4;Ca.�Ccitncal atatharrzed(l�&�C��O ��� o � �` ��th Callan GolfDexgnnn the amount of$310,000 OQ fon the desarx p ceumets Cotuac alsoutlaazaed they �70( 9P0 00�m the Capital Protects Reserve Func I�e e nxreZd�pa1 x ed tusaix�rMhe I'M,of lV�tPGC Ale cst�€ t1 czr nee uedo prauide xnttriminanxng until debt is issued Oncew debtasc attd w�ht�� Qcnsuecl bond preds wall rexzxaburtlae General Fund in_accordancevth� tctpsk �zn1 to reimburse that was adapted as part of the ordinance canuassrng the 2} A Esod edcecctza (Comance 2141 - MA _z 3'he,2014Band}?ragarxt allocated the aixlourtt of$2;OOQ,OQ 00ar the tertavaara a1RG In acldatlor_to= the 2014 Bond Funds and the pr-yious? ppropnated Specially Winded Capi al>?roleot J ands;there xs cuzxently a-balance of$ 14,625 47 in,previously apropnaeduncloz thec]ublaaueG zT281 start course andpumpsfation G 17294},:pajects at RR?PGC ...,_ ti ti �. ! Pro eet Fu�dirt C2T0 2Ql4,Bond Funds $Z;OOO,QQOOQ (0291)Specially Funded Capital Funds(General Gasl2e�enue} _ _ 1,700,0OO�OQ &C C 26970 (P243)Prey p44Appropj iated Golf Gas Revenu4- $541,58Q:03 &C 2324tH, G=:26970, G-17281 (C30 1 s Previously-Appropriated General Capital(GolfPay Gad. 145,113.78. &C G-17294 (P243)Aciclitional Gol Gas ReveWe Apt o nation`(this=lVfcec.C1 $ 48,573,89 0282)Restricted Pcirk Gas Revenue interest JV_ P"raatron{this &C) 530,085A Total Fro'ect Cosh - — PSCI'l t Constilietion Administration:&Contin envies ,I' _ 17, -38 4 F. - cS. , _,-(Mct±Coltstructtrtn.'Tvtrxl � � " _ Tile C-0-'K,riov #ion was advext�sed forbid i the ForWorthtarmms'PeTeram Q�uly6,20f5 and Jwly23 2015 On Au wst-13 X015 th�follQw.�n bids�ere=receiued= .� �� �� _ J gnome adder: elected Bits Sul Vital _ _ ITS el ected Bul �� dterndte�-� t d America and Landscape, - c r r 4 '15 SO - ,639 20 281,012 4956,651 } adswortli Gaff V onstruction _ Tlaebase;bid work zsto include site preparation,demali#iQZt,P�repara0on Qf thetorVatex 'QXlufon - Prevention Plan;erosiari control;,cart paths,drainage�mprc�vements;greens,tee boxes,buniters,w`afier features; ne.grading,zgrassing'and irrigation.Bid altexnatesnclde adatronal cancrte rQll`curb, xpansort of cart staging�rea,41-9 sod,n lieu of sprigs,the-BetterBrlly Bunker system in hew cif Sandfrapper system of lining sand traps and'aen bcation systems for two=riaore ponds It s recommended N-11ne items A.3.c (Tree Transplant-CrapelVlyrtles),A:3 d(T ee Transplan#_ Bur (Creek;Enhancements-Rip Rap)and G 1=(Tre�Plantin -1✓asterii Red Cedars)in the _ amount Qf$102 461:25:be removed from the Base Bid and that tl epernazmi gBase Bid,�n�:ftie mount Qf $4?260,781.65 and BzdAlternate No 2(Concrete,Curb),No 3 Expand Cart Staging Area),No 4�sodin_ lieu of sprigs),NQ. 6(Billy"Bunker in lieu of Sandtrapper) andNo,7 (Pond-AerifiGatzQn System)it the amount of$227;526;25,totaling$4,488,3)7.90, as submitted by-Heritage Links, a Division2ofLexcon,Inc., be'approved for-awarii;of contract.The contract period is 260 calendax days with construct ozi anticipated to begin November 2015.=Associated constr uction administration,inspection,testing and,change order contingency funding toxals$170,438.45. Operating Impact:RWPGC;based on the PACS Depaxtirient's FY2015 re-estimates f or VI101 is projected to operate at a loss of$245,960.00.The course will be"closed for construction in FY2016 and will re-open October 2016(Fiscal Year 2017)with an estimated annual proFit of$250,000.00 in its first full year of operation.This wiltestilt in a net positive impact of approximately$500006 00.There wzll,not-_be'FF&E 4ss6__ciat6&Vithjh4*o Project.Over the years the sand bunkers hail been removed and regrasseci This renovation of the RWPGC will reclaim a large portion Q those=sand bunkers,taking the course'back to some of the original design components created by the original golf course architect,John Bredernus..The current designer,John Colligan&Associates,was tasked with retaining as much of the original de'sign as pdssible while lncarporating modern day course components Tkus,along with the additional xequ�red axntenance o the.rarious new grasses,_will result in a:maintenancebuclgetarysincrease;urluehwzll,bepart ofthepACS Golf= T)ivsron's pxoposed fiscal Year 2017.Budget RZ MIWB OS�EIritagelinks, a Diviszon o£l,ectcon,Inc aza com Iaancowtt t1C ` Bse x Diversity Ordinance by comrn ttmg to,18 percent IVIBEpa treipatron an the E CSD Base Bi h "s goal m thzs base bid c tss=lilercent� Theprcct srhs the entire City and zs lQCafed an G(�UNCI DT>?IC FISCAL INFORMATION: Tla � YTanagement Sexvxces l�xector eertzfes that apn %atton1ircntsc'` do `ted Bute othe14 Bond Program pruann thaoxdunanc auduun a n e ©��suan��t�ffpubhe securities and suUje�t,to �;ceip a� d ? =� , C2l(? 2,OOa,OOO Ot} $ >OQ' 0 � C28 $530-I085 15 $530,E? S P24 $283 847 42 27 1 �� 34 X145,123 7� rt - FUND CENTERS: TO Fund/Account/Centers FROM Fund/Account/Centers 2)P243 446100 801929990100 $208.573.89 4) C210 541200 802490119980 $2,000.000.00 2)P243 446100 802490119980 $208.573.89 4) C291 541200 807490119980 $1.534.732.87 2)P243 541200 802490119980 $208.573.89 4) C282 541200 802490119980 $530.085.15 3) C282 441012 801929990300 $530.085.15 4)P243 541200 802490119980 $278376.10 3) C282 441012 802490119980 $530,085.15 4) C301 541200 802490119980 $145.113.78 3) C282 541200 802490119980 $530.085.15 CERTIFICATIONS: Submitted for City Manager's Office by Susan Alanis (8180) Originating Department Head: Richard Zavala (5704) Additional Information Contact: Scott E. Penn (5750) ATTACHMENTS 1. 80ROCKWOOD GC RENOVATION 2015 C282 A015(Rev9.03.15).docx 2. 80ROCKWOOD GC RENOVATION 2015 P243 A015(Rev9.03.15).docx 3. FAR-00006 P243 Rockwood GC.pdf 4. FAR-00007 C282 Rockwood GC.Ddf 5. Funds Verification.docx 6. MBE Compliance—Heritage Links 9-2-15.12df 7. RWCG FAC Approval.pdf 8. SAM report 8-25-15.12df r +I l► golf design ADDENDUM NO. 1 TO THE DRAWINGS AND SPECIFICATIONS ROCKWOOD GOLF COURSE FORT WORTH, TEXAS PROPOSAL DATE: Thursday, August 13, 2015, 1 :30 P.M. CST ADDENDUM DATE: Tuesday, August 4, 2015 NOTICE OF CHANGES IN CONTRACT DOCUMENTS The following changes are hereby made in the Contract Documents and insofar as the prior Contract Documents are inconsistent herewith, the changes mentioned hereinafter shall govern. Item No 1 — IRRIGATION — NEW BID FORM Please replace the Irrigation Bid Form with the Revised Bid Form (August 4th)that is attached to the addendum. It is to be used to submit the irrigation bid. Bid form changes include: a) A place to submit pricing for an alternate bid for the use of the Hunter Industries golf product line. b) A more detailed submittal of the experience of the on-site irrigation project superintendent or foreman. c) Contractor shall transfer the total number to the main bid form in Schedule H. f Item No 2 — IRRIGATION & GRADING PROGRESSION a) The irrigation installation, progression and sequence is to maintain a continuous water supply to insure a clean and well flushed piping network. Grading progression is to be done in a sequence to compliment a contiguous progression of the installation of the irrigation main line from an active water supply. b) Completing the golf course grading in a consistent and contiguous progression improves the quality of the irrigation field layout. It allows improved head staking because it allows adjacent green and tee areas to be staked together maximizing the opportunities to achieve better independent irrigation control. Item No 3 — BIDDERS PREQUALIFICATION A detailed financial statement will not be required as part of this submission. Bidders will still need to meet all of the other requirements in Section 00 45 11 of the Specifications. Item No 4 — CUT/FILL CALCULATIONS The Cut/Fill calculations have been updated and you can find them on the REVISED QUANTITY ESTIMATE SHEET. Also, attached to this addendum exhibit `A' shows the CUT/FILL calculations. Item No 5 — POND LINER The ponds shall be lined with 12" on-site clay compacted to 95%proctor density. Item No 6 — FIRST TEE FACILITY, DRIVING RANGE & PRO SHOP The First Tee Facility, driving range and pro shop will remain open during the project. The contractor needs to allow for normal everyday traffic on the entry drive and parking lot. Item No 7 — BURY PITS Dispose of all clearing material in bury pits, the bury pit locations will be determined on-site with the owner and golf course architect. Item No 8 — BUILDERS RISK The Contractor is to provide. Item No 9 — CART PATH REMOVAL The City will remove of all cart path and dispose of off-site. Item No 10 — DRAINAGE Native soil will be used as bedding material for all drainage pipe as opposed to gravel. Native soil must be compacted per specifications. Item No 11 — GREENS CONSTRUCTION 14GA wire is to be installed around green perimeter, it does not need to be installed with the drain lines. Item No 12 — GREENS MIX The Greens mix will utilize a 90/10 blend with Dakota peat. Item No 13 — GOLF COURSE SIGNAGE Attached to this addendum, exhibit `B', shows what the tee signage will look like. The Alternate sheet has also been updated with additions for 600 sprinkler head yardage markers and Yardage Plates in Each Tee. Item No 14 — TREES Trees may be acquired from Fannin Tree Farm Brian Jefferies 972.872.0480 brian a,fannintreefaim.com Item No 15 — DISCREPANCY STATEMENT The Discrepancy Statement is to be turned in to Colligan Golf Design before the bid is finalized. Item No 16 — REVISED QUANTITY ESTIMATE SHEET Please find attached the REVISED QUANTITY ESTIMATE SHEET. Changes include: a) Schedule B—Mass Grading No. 2a—Push Dirt Item No 17 — REVISED ALTERNATE SHEET Please use the REVISED ALTERNATE SHEET that is attached to this addendum. Changes include: a) Alternate 9 - 4. Yardage Markers - 6. Sprinkler head yardage markers End of Addena No. 1 W wa � Kf a z W 0, N IJ U o m w{ N Z fn m 0 z F Q w 0 U U W ONE _ °o LL o � 0 = w z Ow u z ° z Q o a °a o 0 O o O Ir J J a LL w w w w O o O LL w w w w w m m m Q < H Q� z z z O�c}i O �v 0 1 cT} 1"o J f0 N J N M LJ •�-ry ® �P w�� w w w J? �) J J ❑ J J V � I }. W> w O>J w O>Uj ^T J UlL J UtL J ULL LL M a bs, e S x �tSy� ,�7as w O �a D g w v o z z w 3 , !x O r) O a,P y Of LLI W ' t x x U of F ~ S e x cc Y O O F LL LL >� p� -j -i w O m m m FQ- JA QQ Q Z z z Q A z J O 8)iQ O C) O C)L) o Q nN Q Nm Q Nv A oN J m J a w v w » o » w LU LU w >� w F- Ljj O U u. O ua wa of u} W O� y U In ai p G J >- i U m oa F pa ■■■ Y p U p d S F 0 T z � j O , � �... E _-I — } LL W a 2 'r, CC CC I.sJ p 77 O O o o i' � I O o O (6 I m O j M (O Oe > ? Q ❑ g U U � P w _ L ww O r W ;O O / &X01 SO IR 7 Sri yob y>byy�� �®�•✓ J ,� �I � +r' yy� Os P tis�s LL, r ti O U \ f / O 00 O 0 N O N ti co cn r., ,n v in c0 S) LL Li a 0�� l5jy OLL w l w 7 co ri o ri 6 �. pQ I I w Q 0O O O O p 0 Z o 0 0 0 0 0 p U U 9 M O M ( 0 M v Lij~ ro o o J �v ui W = ❑ N 1 W 2 O • • S Y> a cl O<<s Ln z � Q L=3� O Q N I W V 2 N_ m O z t k 0 g w O❑ °. CI 3 �o ■■■ Y I. a V LJ O K O CD LL Z O w i -,.-Lo N O !_-- co co f ca o 0 w ( xu O LL C? O M L- M L_ w Co y7 =b O U) m m Z ° to C"i L) a� w2i 2 U) E N 4v R LU 0O 1 I Or yob ti N rn ] �0 s ti `"'`•` / 02 z U 1 � q o Co v ( ! J In M N C i M V fJ OM a to m i r N W ❑ � N r _ S f O < c0 LL a� CO LL c°, °° °° o 00 O ° '. o o �P. w — co ri o ai c� ] �i gg O w U3 E C I o CO Q I 6 Z O a Q ° °a o o O O O ! N O O O O a O M w a ❑ Z)7 8 Co N M CI' lid 0 N J U, O u,. W ti jr O J O F- W W V z In. V V _ Lk U. oslz w 0 O 3 O:D a <I �Y( ■o■O V w O V) LL IL �O I w r N W � � co ri o ri co ri m co ( p0 ti J ¢ Gym { Q Llz m C O 00 Z _ C° M O M CO -. P LLJ °y U U a J W 1I e (J W j> I `t �O bb�b o � LL 2 I p� i kc w ,p,ao,. ❑ o, o co ui of 0 I- IL cc) m v t cu Lo O w "°' _ co M o ai co c� U) —`1- - 0 Q0 0 0 0 0 o 0 0 0 `- Z 0 ° M o F UU M N m W W W ❑ 7� y > N m d D O N J U ti W' ° I r' ; ; i L 1 WM N Note: The course name and course logo will change. The new name and new logo 14"x 20" ts05 plaque will be provided at a later date. yardarm mount pc01 finial 8" x 3"fluted post 4" x 6" color core tee marker w/2 Stainless Steel Spikes 24" f August 4, 2015 Revised BID PROPOSAL FORM Irrigation System Rockwood Golf Course Fort Worth,Texas Index I. GENERAL.............................................................................................................................................2 A. PROPOSAL SUBMITTAL......................................................................................................................................2 B. SPECIAL NOTES.................................................................................................................................................2 C. STATION VERIFICATION&REVIEW...................................................................................................................3 D. BIDDER IDENTIFICATION...................................................................................................................................4 E. IRRIGATION BIDDER'S QUALIFICATIONS STATEMENT.......................................................................................4 F. SIMILAR GOLF COURSE OR COUNTRY CLUB IRRIGATION EXPERIENCE.............................................................4 G. ON-SITE IRRIGATION PROJECT FOREMAN/SUPERINTENDENT............................................................................5 II. BID ........................................................................................................................................................6 A. BID OUTLINE SUMMARY...................................................................................................................................6 B. ITEM 1;TORO IRRIGATION BID AMOUNT.........................................................................................................6 C. ITEM 1 ALTERNATE 1;RAIN BIRD IRRIGATION BID AMOUNT.........................................................................6 D. ITEM 1 ALTERNATE 2;HUNTER IRRIGATION BID AMOUNT.............................................................................6 E. ITEM 2;TORO IRRIGATION WITH WIRELESS SATELLITE COMMUNICATION BID AMOUNT;...............................7 F. ITEM 2 ALTERNATE 1; RAIN BIRD IRRIGATION WITH WIRELESS SATELLITE COMMUNICATION BID AMOUNT;7 G. ITEM 2 ALTERNATE 2; HUNTER IRRIGATION WITH WIRELESS SATELLITE COMMUNICATION BID AMOUNT;...7 H. ITEM 3;STATION VERIFICATION&REVIEW(ALLOWANCE)BID AMOUNT.......................................................7 III. UNIT BIDS.............................................................. ................................ ......................................... 8 A. UNIT BID AMOUNTS..........................................................................................................................................8 B. NUMBERED UNIT BID ITEMS.............................................................................................................................8 IV. ADDENDA....................................................................................................................................... 10 V. BID SIGNATURE................................................................................................................................ 10 I. General A. Proposal Submittal 1. The undersigned Contractor warrants, by submittal of this Bid Proposal Form, compliance with the Instructions To Bidders and having examined the plans, specifications, related documents and the construction site hereby proposes to furnish all labor, material, supplies and services necessary to provide a complete project in accordance with the contract documents within the time requested and at the prices stated below. 2. The undersigned Contractor further warrants and guarantees the compliance with all material specifications and substitutions specifically approved by written documentation by the Design Consultant and that any and all repair or replacement cost associated with the installation of unauthorized materials shall be to the Contractor's account and shall in no way relieve the Contractor from any obligation accepted by this submittal and other contractual agreements with the Owner. 3. The undersigned Contractor fully accepts all provisions and conditions of the Contract Documents and Drawings. 4. This bid submittal shall remain valid for sixty (60) days after the bid opening or as required by the Architect and Owner. B. Special Notes 1. The irrigation bid is a lump sum bid for the complete materials and installation of the irrigation system as specified. All materials shown on the Contract Drawings or mentioned in the written specifications shall be included. Due to the diagrammatic nature of the drawings and necessary field adjustments, it is normal for some changes in the routing of pipe and wire or the location of components, such as sprinkler heads and valves to be anticipated. The Contractor shall not seek additional compensation for changes of this nature. However, significant changes in the amount of work, whether addition or reduction, shall be adjusted in accordance with unit bid items or if not specifically listed in the unit bids, negotiated with the Owner. 2. The irrigation installation requires coordination to integrate the irrigation installation with the architectural renovation. The irrigation installation, progression, and sequence is to maintain a continuous water supply to insure a clean and well flushed piping network. 3. Maintaining the operation of the existing irrigation system within the practice and short game areas is required. 4. The Owner desires to compare the costs, advantages, and benefits of a wireless communication system for the central and satellite controllers. The wireless communication system is bid as an alternate bid item selectable by the Owner. The Contractor shall insure that the selection of a wireless communication system includes all necessary hardware and components recommended by the manufacture to make the irrigation system fully complete and operational. f' Revised Bid Form August 4,2015 Rockwood Golf Course 2 IPD, LLC 5. The Owner desires to consider alternate bids for installing the irrigation system with Rain Bird and Hunter golf products. The following table provides a list of the Rain Bird and Hunter alternate products that are to be used for the submission of alternate product bids. Alternate Bid Product Table Toro Item Rain Bird Alternate Products Hunter Alternate Products 1 854S46-558;80 psi,83'radius,38.0 gpm 900-E-52-80;80 psi,81'radius,37.1 gpm G880-E-43-80;80 psi,82'radius,43.7 gpm 2 855S-46-558;80 psi,79'radius,37.2 gpm 950-E-22-80;80 psi,80'radius,30.9 gpm G885-E-43-80;80 psi,80'radius,43.5 gpm 3 834546-338;80 psi,72'radius,26.9 gpm 700-E-36-80;80 psi,67'radius,29.5 9pm G880-E-25-80;80 psi,71'radius,26.0 gpm 4 835S-46-338;80 psi,70'radius,25.3 gpm 751-E-36.80;80 psi,67'radius,24.0 gpm G885-E-23-80;80 psi,67'radius,27.9 gpm 5 835S46-308;80 psi,46'radius,9.6 gpm 751-E-22-80;80 psi,43'radius,10.8 gpm G885-E-10-65;65 psi,45'radius,10.1 gpm 6 T7PSS-42L;#6.0;80 psi,49'radius,7.4 gpm 351-B-48;80 psi,48'radius,6.8 gpm G35B-12-60;60 psi,48'radius,12.5 gpm 7 T7PSS-42L;#3.0;80 psi,42'radius,3.6 gpm 351-B-36M;80 psi,34'radius,8.4 gpm G35B-8-60;60 psi,42'radius,8.3 gpm 8 VP Satellite Controller PAR+ES Satellite Controller Pilot-FC Field Controller 9 Lynx Central Control Cirrus Central Control Pilot Central Control 10 P220GS Remote Control Valve 200-PESB-PRS ICV-201G w/Accu-S nc 11 47-11 Quick Coupler Valve 5-RC HQ-5RC Quick Coupler 6. Coordination of all construction traffic and routing shall be in accordance with the Owner's instructions. 7. The Contractor shall supply and maintain a sufficient number of workers on site for the irrigation installation. The crew shall be balanced with skilled and unskilled workers. Balance of the work force shall mean that in the areas of excavation, piping, electrical, and backfill/clean-up, sufficient labor be dedicated to each area, such that each area progresses at the same speed. 8. Special care shall be exercised in the placement and adjustment of the sprinkler heads to avoid water spray on adjacent property. All full circle heads shall be placed no closer than the radius plus ten feet (15'). All part circle heads shall be adjusted to spray only on the course property. C. Station Verification & Review 1. The installation of the sprinklers heads will not be considered complete without the field verification by the Owner or Design Consultant. 2. The Contractor is required to assist the Owner or Design Consultant in reviewing and confirming the proper head and nozzle types are installed and that the sprinkler identification address and wire connections are in accordance with the as staked installation drawings. 3. The Contractor shall make all head corrections and amendments necessary to conform the installation to the as staked installation drawings. Revised Bid Form August 4,2015 Rockwood Golf Course 3 IPD, LLC D. Bidder Identification Representative's Name Title Company Name Address City, State, Zip (Area Code)Telephone E. Irrigation Bidder's Qualifications Statement All questions on the following pages must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he so desires. 1. When was your company organized? 2. Is your company a corporation? If so, where is it incorporated? 3. How many years have you been involved in construction under your present firm name or trade name? 4. List on-going contracts. When are they due to be completed? 5. Have you failed to complete any work awarded to you? If so, where and why. 6. Has your firm ever engaged in litigation for the settlement of claims or disputes arising from a construction contract? If so, provide separate attachment with details. 7. Give bank reference: 8. Will you, upon request,fill out a detailed financial statement and furnish any other information that may be required? F. Similar Golf Course or Country Club Irrigation Experience The following recent irrigation projects were completely constructed by our company and are Revised Bid Form August 4, 2015 Rockwood Golf Course 4 IPD, LLC currently in operation. Reference 1 Course Name Owner Location Contact Person Date Completed Phone (A/C) Reference 2 Course Name Owner Location Contact Person Date Completed Phone (A/C) Reference 3 Course Name Owner Location Contact Person Date Completed Phone (A/C) G. On-Site Irrigation Project Foreman/Superintendent Name: Texas Irrigator's License Number: Provide a list of the three previous irrigation installations that the proposed on-site irrigation foreman/superintendent supervised along with the project installation dates, reference contact name and telephone number. Project Name Installation Dates Contact Telephone Revised Bid Form August 4,2015 Rockwood Golf Course 5 IPD, LLC II. Bid The irrigation design allows for the independent selection of the Contractor and Equipment Manufacturer. For Bid Items that include bids from more than one manufacturer, the Owner will choose one manufacturer to identify both the cost of the item and the choice of the manufacturer. The project and bid form have a number of Bid Line Items. The Bidder shall take extra measure to insure his understanding, calculation, and completion of an accurate bid form. A. Bid Outline Summary Item 1 Toro Irrigation Bid Amount(hard wired central communication) Item 1 Alternate 1 Rain Bird Irrigation Bid Amount(hard wired central communication) Item 1 Alternate 2 Hunter Irrigation Bid Amount(hard wired central communication) Item 2 Toro Irrigation with Wireless Communication Bid Amount Item 2 Alternate 1 Rain Bird Irrigation with Wireless Communication Bid Amount Item 2 Alternate Hunter Irrigation with Wireless Communication Bid Amount Item 3 Satellite Station Verification & Review(Allowance Item) B. Item 1; Toro Irrigation Bid Amount This item utilizes Toro irrigation products as specified including a buried and hard wired central communication system. (dollar amount typed or written in words) C. Item 1 Alternate 1; Rain Bird Irrigation Bid Amount This item utilizes Rain Bird irrigation products as identified in the alternate material list in the specifications including a buried and hard wired central communication system. (dollar amount typed or written in words) D. Item 1 Alternate 2; Hunter Irrigation Bid Amount This item utilizes Hunter irrigation products as identified in the alternate material list in the specifications including a buried and hard wired central communication system. (dollar amount typed or written in words) { Revised Bid Form August 4, 2015 Rockwood Golf Course 6 IPD, LLC E. Item 2; Toro Irrigation with Wireless Satellite Communication Bid Amount; This bid amounts substitutes Toro wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. (dollar amount typed or written in words) F. Item 2 Alternate 1; Rain Bird Irrigation with Wireless Satellite Communication Bid Amount; This bid amounts substitutes Rain Bird wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. (dollar amount typed or written in words) G. Item 2 Alternate 2; Hunter Irrigation with Wireless Satellite Communication Bid Amount; This bid amounts substitutes Hunter wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. (dollar amount typed or written in words) H. Item 3; Station Verification & Review(allowance) Bid Amount This allowance amount is for the cost of the Design Consultant to perform a field review and confirm the proper head/nozzle types are installed and that the satellite station wire connections to the operational satellite are in accordance with the as staked installation drawings. Three Thousand Nine Hundred Dollars and No Cents $ 3,900.00 (dollar amount typed or written in words) Revised Bid Form August 4,2015 Rockwood Golf Course 7 IPD, LLC III. Unit Bids A. Unit Bid Amounts 1. The items listed below shall be bid on a per unit basis. The unit bid shall include all necessary materials and labor to provide an installed unit price. The installation shall be complete in every way. The unit head price shall include pipe, swing joint, fittings, wire, and all other connections or fittings necessary to make the head fully operational. 2. The purpose of the unit bid is to provide a predetermined amount for establishing the scope of work and the amounts required for additions or subtractions from the lump sum contract amount due to Owner approved adjustments during construction. B. Numbered Unit Bid Items 1. Toro Model 854S-46-558 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 2. Toro Model 855S-46-558 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 3. Toro Model 834S-46-338 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 4. Toro Model 835S-46-338 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 5. Toro Model 835S-46-308 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 6. Toro Model T-7 or Approved Alternate sprinkler head with $ swing joint, pipe, necessary fittings, wire and all connections 7. Toro 47-11 or Approved Alternate quick coupler valve with $ swing joint, pipe, necessary fittings, wire and all connections 8. Toro P220GS-4 or Approved Alternate remote control valve $ and necessary fittings and wire connections 9. Toro P220GS-6 or Approved Alternate remote control valve $ and necessary fittings and wire connections 10. Toro P220GS-8 Approved Alternate remote control valve and $ necessary fittings and wire connections 11. Toro Network VP or Approved Alternate 8 Station Output Expansion Module or $ 12. 8" Resilient Seat Cast Iron Isolation Valve $ 13. 6" Resilient Seat Cast Iron Isolation Valve $ 14. 4" Resilient Seat Cast Iron Isolation Valve $ 15. 3" Resilient Seat Cast Iron Isolation Valve $ 16. 2" Polyvalve Ball Valve for HDPE as specified $ 17. 2" Ball Valve; Nibco Model T-580 or approved equal $ Revised Bid Form August 4,2015 Rockwood Golf Course 8 IPD, LLC 18. Bermad 1" automatic pressure air release valve $ 19. 8" HDPE DR13.5 pipe per foot $ 20. 6" HDPE DR13.5 pipe per foot $ 21. 4" HDPE DR13.5 pipe per foot $ 22. 3" HDPE DR13.5 pipe per foot $ 23. 2" HDPE DR11 pipe per foot $ 24. 1'/" CL 200 PVC pipe per foot $ 25. Electrical wire 4 gauge primary multi-conductor per foot. $ 26. Electrical wire 6 gauge primary multi-conductor per foot. $ 27. Electrical wire 8 gauge primary multi-conductor per foot. $ 28. Electrical wire 10 gauge primary multi-conductor per foot. $ 29. Electrical wire 12 gauge primary multi-conductor per foot. $ 30. Electrical wire 10 gauge single conductor per foot. $ 31. Electrical wire 12 gauge single conductor per foot. $ 32. Electrical wire 14 gauge single conductor per foot. $ 33. Normal Trenching per foot for pipe 6" or less $ 34. Normal Trenching per foot for pipe 8" and greater pipe $ 35. Rock Trenching per foot for pipe 6" and greater pipe 36. Rock Trenching per foot for pipe 8" or less 37. Pipe Bedding handling & placement per foot 38. For additional work not identified in the drawings or bid documents the Irrigation Contractor will be compensated for $ extra costs in the amount of the Irrigation Contractor's actual (percentage) net cost plus a percentage for overhead and profit. f Revised Bid Form August 4,2015 Rockwood Golf Course 9 IPD, LLC F° IV. ADDENDA Receipt of the following Addenda to the Contract Documents is hereby acknowledged. Addendum No. Date Addendum No. Date Addendum No. Date V. BID SIGNATURE The signature of an authorized individual or corporation is required. Clearly identify the individual by typing the name and title underneath the signature. Bidder Name or Company Authorized Signature Name (typed) Title (typed) Date Seal- if corporation Attest: (Secretary) State of ) ) ss County of ) Subscribed and sworn to before me this day of , 2015 My commission expires: (Notary Public t' Revised Bid Form August 4,2015 Rockwood Golf Course 10 IPD, LLC Rockwood Golf Course 0,--antity Estimate - REVISED F' .North, Texas July 1, 2015 Description Quantity Unit Unit Cost Amount SCHEDULE A MOBILIZATION,-CLEARING&SITE PREPERAT[ON - 1. Staging Area a. Mobilization 1 LS 2.Staking of Features and Grades 1 LS 3. Clearing and Grubbing a.Tree Removal (> 6" Caliper) 87 EA b. Brush &Small Tree Removal (<6" Caliper) 1.7 AC c.Tree Transplant(Crape Myrtles) 23 EA d.Tree Transplant(Bur Oaks) 6 AC e.Grass Crops 110 AC 4. Environmental Protection a.SWPPP 1 LS b.Silt Fence 7,500 LF c. Basin Silt Protection 121 EA 5. Demolition a. Cart Path/Curb 138,000 SF By Owner b.Shelter 4 EA By Owner c. Low Water Crossing 5 EA By Owner Total Schedule A SCHEDULE B MASS Glt=NG 1.Strip and Replace Topsoil(4") 58,000 SF 2. Cut and Fill (Bank Yards) a. Push Dirt 66,000 CY b. Haul Dirt(Lake & Pond Excavation) 65,000 CY 3. Feature Shaping 1 LS Total Schedule B S.CHEDUL"- DRAINAGE = .. = y 1. Drainage Pipe-corrugated plastic smooth wall(CPP) a.4" Diameter 6,240 LF b. 6" Diameter 11,385 LF c. 8" Diameter 4,835 LF d. 10" Diameter 700 LF d.36" Diameter 365 LF 2. Drainage Structures a. 12" Round Grate 121 EA b. Flared End Sections 2 EA c. Gravel Sump 8 EA d. Rip-Rap 60 TN Total Schedule C Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount SCHEDULED FEATURE'CO"TRUCTIQN 1. Green Drainage a.4" Perforated Pipe 11,000 LF b.Vents/Cleanouts/Markers 76 EA 2. Green Construction a. Mix 110,000 SF b. Pea Gravel 110,000 SF c. Barrier Liner 5,800 LF d.Tracer Wire 5,800 LF 3. Existing Chipping Green a. Kill &Till Green Conversion 5,600 SF 4. Bunker Construction a.4" Perforated Pipe 7,950 LF b. Bunker Sand (Texas White-4" Depth) 62,325 SF c. Bunker Liner(Sandtrapper II) 62,325 SF d. Hand Edging 53 EA 5. Cart Path Construction a.Concrete Ca rt Path (6'Width unless noted otherwise) 179,300 SF C. Concrete Roll Curb 5,000 SF Total Schedule D SCHEDULES= Wi4IER FI*ATUR_E WNSTRI)C t9N W—% 1. Lake Construction (Front 9) a. Clay Liner(12" Compacted) 5,000 CY b. Drop Structure (Large) 1.36" Structure w/Grate 1 EA 2. 18" Connector Pipe 330 LF c. Drop Structure (Small) 1. 24" Drop Structure w/Grate 1 EA 2. 12" Connector Pipe 165 LF d. Lake Aerification System 1.Aqua Master Air IV System 1 EA 2. 2 HP Mixer Units 3 EA 2. Pond &Creek Construction (Back 9) a. Clay Liner(12" Compacted) 1,800 CY b. Creek Enhancements 1. Clean-Up 1,100 LF 2. Rip-Rap 925 TN Total Schedule E Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount jjCHEDUM"OIL PREPARATION AND GRASSING 1.Soil Preparation-Fine debris, removal,fine grade and fertilize a. Greens 116,600 SF b.Tees 95,420 SF c. Fairways 34 AC d. Rough 56 AC e. Native Area 13 AC f. Fescue Area 5 AC 2. Grassing-Sod a. Green Surrounds (419 Bermudagrass) 5 AC b. Basins(419 Bermudagrass) 0.5 AC c. Basins (Tifton 10 Bermudagrass) 0.5 AC d.Tee Surrounds(419 Bermudagrass) 0.3 AC e.Tee Surrounds(Tifton 10 Bermudagrass) 2.1 AC f. Bunker Edges (Tifton 10 Bermudagrass) 2.1 AC g.4 ft. Ring around Fairway(Tifton io Bermudagrass) 3 AC h. Lake, Pond &Stream Edge(Tifton to Bermudagrass) 1 AC 3. Grassing-Sprigging a. Greens(Miniverde Bermudagrass) 116,600 SF b.Tees (419 Bermudagrass) 95,420 SF c. Fairways(419 Bermudagrass) 28.2 AC d. Rough (Tifton 10 Bermudagrass) 47.3 AC 4. Grassing-Seeding a. Native Grass 13 AC b. Fescue 5 AC Total Schedule F - 7. Eastern Red Cedar-12" Height, Min.2"Caliper 100 EA Total Schedule G 1. New Irrigation System a.Toro System $ b. Rainbird System $ c. Hunter System $ OWNER'S CHOICE Is Total Schedule H SCHEDIULEL FINISH OIIT 1. Clean up, equipment removal 1 LS 2.As-Built 1 LS Total Schedule 1 SUBTOTAL PERFORMANCE& PAYMENT BOND PROJECT Rockwood Golf Course-Renovation Colligan Golf Design Rockwood Golf Course It ized Alternates - REVISED FL.. North, Texas August 5,2015 Description Quantity Unit Unit Cost Amount ALTERNATE 1 NURSERY GREEN 1. Green Drainage a. 4" Perforated Pipe 5,000 LF $ b.Vents/Cleanouts/Markers 4 EA $ 2. Green Construction a. Mix 51000 SF $ b. Pea Gravel 5,000 SF $ c. Barrier Liner 300 LF $ d.Tracer Wire 300 LF $ 3.Soil Preparation- Fine debris,removal,fine grade and fertilize a. Green 5,000 SF $ 4. Grassing-Sprigging a. Green- (Miniverde Bermudagrass) 500 SF $ Total Add Alternate 1 $ ALTERNATE 2 CONCRETE CURB."CONSTRUCTION - 1. Concrete Roll Curb 1 5,000 1 LF 1 1$ F' Total Add Alternate 2 $ ALTERNATE 3 EXPAND CART STAGING AREA = „ 1. Concrete Cart Path 1 2,500 1 SF 1 1$ 2. Concrete Roll Curb 1 100 1 LF 1 1$ Total Add Alternate 2 $ ALTERNATE 4 SUBSTITUTION 09 BERMUDAGRASS'SOD 1. 419 Bermudagrass Sprigs- Deduct 1 10 1 AC 1 1$ 2. 419 Bermudagrass Sod -Add 1 10 1 AC 1 1$ Difference Alternate 4 $ ALTERNATE 5 SUBSTITUTION TIFTON BERMUDAGRASS SOD, 1.Tifton 10 Bermudagrass Sprigs- Deduct 10 AC $ 2.Tifton 10 Bermudagrass Sod-Add 1 10 1 AC 1 1$ Difference Alternate 5 $ ALTERNATE 6 SUBSITUTION BUNKER LINKER 1. Sandtrapper II -Deduct 62,325 SF Is 2. Better Billy Bunker-Add 1 62,325 1 SF 1 1$ Difference Alternate 6 $ Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount All TERNATE 7 POND AERIFICATION SYSTEM 1. Pond Aerification System- Holes 10& 11 1.Aqua Master Air II System 1 EA $ 2. Pond Aerification System- Holes 13 & 14 1.Aqua Master Air II System 1 EA $ Total Add Alternate 7 $ ALTERNATE 8 TREE PLANTING = 1. Live Oak-6" Caliper 10 EA $ 2. Lacebark Elm-4" Caliper 10 EA $ 3. Bur Oak-4" Caliper 10 EA $ 4. Chinquapin Oak-3" Caliper 10 EA $ 5. Shumard Red Oak-4" Caliper 10 EA $ 6. Pond Cypress-4" Caliper 10 EA 1 1$ Total Add Alternate 8 $ ALTERNATE 9 GOLF COURSE'SINAGE &T'EE M4RKERS 1.Tee Signs a. Cast Aluminum Tee Sign Unit 18 EA $ -14"x 20"Cast Aluminum Tee Sign Plaque (including log,hole#,par&yardage) -Decorative final for 3"round post E' -Yardarm mount(fully welded post,no fastners) 2. Directional Signs a. 8"x 10" Cast Aluminum Directional Sign 10 EA -Includes on standard color and textured background) b. 12"x 18" Cast Aluminum Directional Sign 2 EA -Includes on standard color and textured background) c. Directional Post Assembly Unit 12 EA -3"x 6"Fluted round aluminum post -Front Mount 3.Tee Markers a. 6"x 4" Colorcore Tee Markers 200 EA -Double Sided Logo 4. Yardage Markers a.6"x 8"Cast Aluminum Yardage Marker-Premium 46 EA -Includes logo and yardage(in fairway) b.6"x 8"Cast Aluminum Yardage Maker-Premium -Includes logo and yardage(on each tee) 72 EA 5. Ball Washer/Waste Receptacle a. Ball Washer 9 EA -Par Aide Master Ball Washer -2"x 6"round aluminim post b.Standard Golf 9 Gallon Tapered Litter Caddie w/spike 18 EA 6. Sprinkler Yardage Marker a.Anodized Fit-Over Disks(with front,middle,back yardages) 600 EA L Total Add Alternate 9 $ I Rockwood Golf Course-Renovation Colligan Golf Design +I i� co an golf design ADDENDUM NO. 2 TO THE DRAWINGS AND SPECIFICATIONS ROCKWOOD GOLF COURSE FORT WORTH, TEXAS PROPOSAL DATE: Thursday, August 13, 2015, 1:30 P.M. CST ADDENDUM DATE: Friday, August 7, 2015 NOTICE OF CHANGES IN CONTRACT DOCUMENTS The following changes are hereby made in the Contract Documents and insofar as the prior Contract Documents are inconsistent herewith, the changes mentioned hereinafter shall govern. Item No 1 — DRAINAGE — HOLE 6 We have modified the Drainage on the 6`h hole. You can find the Revised Drainage Plan (page 11) attached to this addendum. The changes are as follows: a) 3 flared end sections along with the rip-rap have been removed and replaced them with 3 sumps. b) The quantity of 8" and 10" drainage pipe has been reduced which will be reflected in the Revised Quantity Estimate which is also attached to this addendum. Item No 2 — DRY STACKED STONE WALL — HOLE 11 a) A line item has been added to the Revised Bid Form for the removal of stone around the existing pond on hole 10. This stone is to be taken to hole 11 for use on a new stacked stone wall. b) Another line item for the construction of a Dry Stacked Stone wall on hole 11 has been added. c) The new line items have been added to Schedule D—Feature Construction No. 6A and No. 6B. Item No 3 — FESCUE PLANTING The Fescue should be drill seeded and planted at a rate of 121b./1,000 SF. Item No 4 — NATIVE PLANTING The Native Area should be drill seeded. Item No 5 — PRECONSTRUCTION VIDEO The preconstruction video is for the contractors protection against damage to existing infrastructure—in particular the existing parking lot,road (curb & gutter) and trees. Item No 6 — AERIAL PHOTO An aerial photo is not required for this project. Item No 7 — TEMPORARY PROJECT SIGNAGE There needs to be 2 signs for this project, one at the main entrance and the other off of the park drive from University. Item No 8 — CONSTRUCTION WATER The contractor may use the existing irrigation system as the source for construction water. l Item No 9 — TREE PRUNING Tree Pruning is not required on this project. Item No 10 — DRAINAGE The drainage pipe on this project needs to be soiltight (ST) HDPE. Item No 11 — LAKE AERATION For all questions regarding the lake aeration system requirements please contact: Barry Caylor Greenscape Pumps (972) 446.0037 bcaylor@greenseapepumps.com Item No 12 — KILL & TILL — CHIPPING GREEN The Kill & Till method calls for the contractor to kill the existing turf, till to a 6" depth and plant per specifications. Item No 13 — IRRIGATION - OWNER'S CHOICE For bidding purposes, the Contractor should use the lowest priced option in the Owner's Choice line item of the Revised Bid Form. Item No 14 — IRRIGATION — DR RATING FOR 2" PIPE DR11 HDPE is required for the 2"pipe. Item No 15 — SPRIGGING All sprigging rates are in US Bushels. Item No 16 — WARRANTY PERIOD The required warranty period upon completion of this project is 1-year. Item No 17 — CART PATH CONSTRUCTION The cart paths are to be constructed with Fiber mesh, rebar is not required. Item No 18 — CART PATH REMOVAL The City is responsible for removing the cart path. In the event that there is no regrading in the area of an old path the contractor is responsible for filling in those area, prepping them for grass and grassing of those areas. Item No 19 — REVISED QUANTITY ESTIMATE SHEET Please find attached the REVISED QUANTITY ESTIMATE SHEET dated August 7, 2015. Item No 20 — REVISED BID FORM Please use the REVISED BID FORM that is dated August 7, 2015. This Revised Bid Form is attached to this addendum. Item No 21 — REVISED ALTERNATE FORM Alternate 8 has been revised to accurately reflect the number of trees on the plans. Please use the REVISED ALTERNATE FORM dated August 7, 2015. End of Addena No. 2 HOLES 2 - 6 w LEGEND � � " uj -: d � w w * -- — 4" SOLID PIPE �' w z - ------ 6" SOLID PIPE 0 Z w 8" SOLID PIPE 10" SOLID PIPE �� o p n- 12"SOLID PIPE y 0 v w -- . ------ 18" SOLID PIPE } _ .. o Z 24" SOLID PIPE 36"SOLID PIPE v Y • DRAINAGE BASIN SUMP a a AM FLARED END SECTION 'S RIP-RAP t gg r �o♦ ob UK y f 9" 1, � U) O z , t �a f U s ry LLJ a W 0 �F �Or t LL �s O ' I - 100 50 0 100 200 v SHEET 11 OF 35 1.- 1oo._ 0. — FILE NO. CONFLICT T OF INTEREST U STI I E FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176,Local Government Code Date Received by a person who has a business relationship as defined by Section 176.001(1-a)with a local governmental entity and the person meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006,Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. 1 Name of person who has a business relationship with local governmental entity. N/A 2j ❑ Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Name of local government officer with whom filer has employment or business relationship. N/A Name of Officer This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? F1 Yes FT No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes FV/I No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? 71 Yes FT No D. Describe each employment or business relationship with the local government officer named in this section. N/A 4 f _ 8/13/15 Signature of rson doi ig business with the governmental entity Date Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement Date Received in accordance with Chapter 176,Local Government Code. 1 Name of Local Government Officer N/A 2 Office Held N/A 3 Name of person described by Sections 176.002(a)and 176.003(a), Local Government Code N/A 4 Description of the nature and extent of employment or other business relationship with person named in item 3 N/A b List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed$250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) 61 AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a), Local Government Code. Signature of Local Government Officer AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me,by the said this the day of 20 ,to certify which,witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Roc",00d Golf Course Renovation Project No. 01199 will 6 be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth,Texas 76102 12 until 1:30 P.M. CST,Thursday,AUGUST 13, 2015, and bids will be opened publicly and 13 read aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate)following: Demolition, Mass Grading, Drainage, 17 Feature Construction, Cart Path, Water Features, Soil Prep, Grassing, Tree Planting and Irrigation. 18 19 20 PREQUALIFICATION 21 The improvements included in this project must be performed by a contractor who is a Certified Golf 22 Course Builder and is pre-qualified by the City at the time of bid opening.The procedures for 23 qualification and pre-qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 24 25 DOCUMENT EXAMINATION AND PROCUREMENTS 26 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 27 of Fort Worth's Purchasing Division website at http://www.fortworth og v.org/purchasinW and 28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 29 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 30 suppliers. 31 32 33 PREBID CONFERENCE 34 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 35 BIDDERS at the following location, date, and time: 36 DATE: July 28, 2015 37 TIME: 9:00 AM 38 PLACE: Rockwood Golf Course, 1851 Jacksboro 39 Hwy., Fort Worth, Texas 76114 x CITY OF FORT WORTH Rockwood Golf Connse Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised Iuly 1,2011 0011 13-2 INVITATION TO BIDDERS Page 2 of 2 1 LOCATION: Rockwood Clubhouse 2 3 4 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 5 City reserves the right to waive irregularities and to accept or reject bids. 6 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Scott Penn, City of Fort Worth 17 Email: scott peni7@fortvi orthtexas.gov 18 Phone: 817.392.5750 19 AND/OR 20 Attn: John Colligan, Colligan Golf Design 21 Email: colligango f @sbcglobal.net 22 Phone: 817.543.2001 23 24 ADVERTISEMENT DATES 25 July 16, 2015 26 July 23, 2015 27 28 END OF SECTION CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised.luly I,2011 0021 13-1 INSTRUCTIONS TO BIDDERS Page I of 10 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person,firm,partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person,firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalifred for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Golf Course Renovation—Requirements document located at; 41 Irttps://projectpoint.buzzsaw.com/_bz_rest/Web/Home/Index?id=378016#/ 42 _bz_rest/Web/Item/Items?folder-517486&count=50&start=0&own ership=Home 43 44 45 46 CITY OF FORT WORTH Rockwood Golf Course o 9STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project j No- 0119 Revised July 1,2011 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 2 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 3 seven (7)calendar days prior to Bid opening,the documentation identified in Section 00 4 45 11, BIDDERS PREQUALIFICATIONS. 5 6 3.2.1. Submission of and/or questions related to prequalification should be addressed to 7 the City contact as provided in Paragraph 6.1. 8 9 10 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 11 bidder(s)for a project to submit such additional information as the City, in its sole 12 discretion may require, including but not limited to manpower and equipment records, 13 information about key personnel to be assigned to the project, and construction schedule, 14 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 15 deliver a quality product and successfully complete projects for the amount bid within 16 the stipulated time frame. Based upon the City's assessment of the submitted 17 information, a recommendation regarding the award of a contract will be made to the 18 City Council. Failure to submit the additional information, if requested,may be grounds 19 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 20 notified in writing of a recommendation to the City Council. 21 22 3.4.In addition to prequalification, additional requirements for qualification may be required 23 within various sections of the Contract Documents. 24 25 3.5.Special qualifications required for this project include the following: 26 **SEE SECTION 00 45 11 -BIDDER'S PREQUALIFICATION REQUIREMENTS 27 28 29 4. Examination of Bidding and Contract Documents, Other Related Data,and Site 30 31 4.1.Before submitting a Bid, each Bidder shall: 32 33 4.1.1. Examine and carefully study the Contract Documents and other related data 34 identified in the Bidding Documents(including "technical data" referred to in 35 Paragraph 4.2. below).No information given by City or any representative of the 36 City other than that contained in the Contract Documents and officially 37 promulgated addenda thereto, shall be binding upon the City. 38 39 40 41 42 43 44 45 46 47 48 49 50 CITY OF FORT WORTH Rockwood Golf Course Renovalion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I,2011 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 2 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 3 site conditions that may affect cost, progress, performance or furnishing of the 4 Work. 5 6 4.1.3. Consider federal, state and local Laws and Regulations that may affect 7 cost, progress,performance or furnishing of the Work. 8 9 10 11 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 12 contiguous to the Site and all drawings of physical conditions relating to existing 13 surface or subsurface structures at the Site(except Underground Facilities)that 14 have been identified in the Contract Documents as containing reliable "technical 15 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 16 at the Site that have been identified in the Contract Documents as containing 17 reliable "technical data." 18 19 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 20 the information which the City will furnish. All additional information and data 21 which the City will supply after promulgation of the formal Contract Documents 22 shall be issued in the form of written addenda and shall become part of the Contract 23 Documents just as though such addenda were actually written into the original 24 Contract Documents.No information given by the City other than that contained in 25 the Contract Documents and officially promulgated addenda thereto, shall be 26 binding upon the City. 27 28 4.1.7. Perform independent research, investigations,tests, borings, and such other means 29 as may be necessary to gain a complete knowledge of the conditions which will be 30 encountered during the construction of the project. On request, City may provide 31 each Bidder access to the site to conduct such examinations, investigations, 32 explorations,tests and studies as each Bidder deems necessary for submission of a 33 Bid. Bidder must fill all holes and clean up and restore the site to its former 34 conditions upon completion of such explorations, investigations,tests and studies. 35 36 37 38 39 40 41 42 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rockwood Golf Course Renovation 01199 Revised July 1,2011 Project No.(11199 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 2 cost of doing the Work,time required for its completion, and obtain all information 3 required to make a proposal. Bidders shall rely exclusively and solely upon their 4 own estimates, investigation, research,tests, explorations, and other data which are 5 necessary for full and complete information upon which the proposal is to be based. 6 It is understood that the submission of a proposal is prima-facie evidence that the 7 Bidder has made the investigation, examinations and tests herein required. Claims 8 for additional compensation due to variations between conditions actually 9 encountered in construction and as indicated in the Contract Documents will not be 10 allowed. 11 12 4.1.9. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 13 between the Contract Documents and such other related documents. The Contractor 14 shall not take advantage of any gross error or omission in the Contract Documents, 15 and the City shall be permitted to make such corrections or interpretations as may 16 be deemed necessary for fulfillment of the intent of the Contract Documents. 17 18 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 19 20 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 21 the site which have been utilized by City in preparation of the Contract Documents. 22 The logs of Soil Borings, if any, on the plans are for general information only. 23 Neither the City nor the Engineer guarantee that the data shown is representative of 24 conditions which actually exist. 25 26 4.2.2. those drawings of physical conditions in or relating to existing surface and 27 subsurface structures (except Underground Facilities)which are at or contiguous to 28 the site that have been utilized by City in preparation of the Contract Documents. 29 30 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 31 on request. Those reports and drawings may not be part of the Contract 32 Documents, but the "technical data" contained therein upon which Bidder is entitled 33 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 34 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 35 responsible for any interpretation or conclusion drawn from any "technical data" or 36 any other data, interpretations, opinions or information. 37 38 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 39 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 40 exception the Bid is premised upon performing and furnishing the Work required by the 41 Contract Documents and applying the specific means, methods,techniques, sequences or 42 procedures of construction(if any)that may be shown or indicated or expressly required 43 by the Contract Documents, (iii)that Bidder has given City written notice of all 44 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 45 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 46 etc., have not been resolved through the interpretations by City as described in 47 Paragraph 6., and (iv)that the Contract Documents are generally sufficient to indicate 48 and convey understanding of all terms and conditions for performing and furnishing the 49 Work. 50 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projecl No. 01199 Revised July I,2011 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 2 bipllenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 3 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 4 Documents. 5 6 5. Availability of Lands for Work,Etc. 7 8 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for 9 access thereto and other lands designated for use by Contractor in performing the Work 10 are identified in the Contract Documents. All additional lands and access thereto 11 required for temporary construction facilities,construction equipment or storage of 12 materials and equipment to be incorporated in the Work are to be obtained and paid for 13 by Contractor. Easements for permanent structures or permanent changes in existing 14 facilities are to be obtained and paid for by City unless otherwise provided in the 15 Contract Documents. 16 17 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 18 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 19 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel 20 the award of contract at any time before the Bidder begins any construction work on the 21 project. 22 23 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 24 way, easements, and/or permits, and shall submit a schedule to the City of how 25 construction will proceed in the other areas of the project that do not require permits 26 and/or easements. 27 28 6. Interpretations and Addenda 29 30 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 31 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 32 received after this day may not be responded to. Interpretations or clarifications 33 considered necessary by City in response to such questions will be issued by Addenda 34 delivered to all parties recorded by City as having received the Bidding Documents. 35 Only questions answered by formal written Addenda will be binding. Oral and other 36 interpretations or clarifications will be without legal effect. 37 38 Address questions to: 39 40 City of Fort Worth 41 1000 Throckmorton Street 42 Fort Worth,TX 76102 43 Attn: Scott Penn, Parks & Community Services 44 Fax: 45 Email: scoti.penn@fortrvoi-thtexas.gov 46 Phone: 817.392.5750 47 48 49 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 50 City. 51 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1,2011 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 6.3.Addenda or clarifications may be posted via Buzzsaw. 2 3 6.4.A prebid conference may be held at the time and place indicated in the Advertisement 4 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 5 or Project. Bidders are encouraged to attend and participate in the conference. City will 6 transmit to all prospective Bidders of record such Addenda as City considers necessary 7 in response to questions arising at the conference. Oral statements may not be relied 8 upon and will not be binding or legally effective. 9 10 7. Bid Security 11 12 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 13 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 14 the requirements of Paragraphs 5.01 of the General Conditions. 15 16 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 17 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 18 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 19 default,rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 20 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 21 other Bidders wholn City believes to have a reasonable chance of receiving the award 22 will be retained by City until final contract execution. 23 24 8. Contract Times 25 The number of days within which, or the dates by which, Milestones are to be achieved in 26 accordance with the General Requirements and the Work is to be completed and ready for 27 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 28 attached Bid Form. 29 30 9. Liquidated Damages 31 Provisions for liquidated damages are set forth in the Agreement. 32 33 10. Substitute and "Or-Equal" Items 34 The Contract, if awarded, will be on the basis of materials and equipment described in the 35 Bidding Documents without consideration of possible substitute or"or-equal" items. 36 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 37 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 38 City, application for such acceptance will not be considered by City until after the Effective 39 Date of the Agreement. The procedure for submission of any such application by Contractor 40 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 41 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 42 43 11. Subcontractors, Suppliers and Others 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rockwood Golf Course Renovalion Revised July 1,2011 Project No. 01199 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 2 12-2011 (as amended), the City has goals for the participation of minority business 3 and/or small business enterprises in City contracts. A copy of the Ordinance can be 4 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 5 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 6 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 7 Venture Form as appropriate. The Forms including documentation must be received 8 by the City no later than 2_:00 P.M. CST, on-the-second City business day after the 9 bid opening date.The Bidder shall obtain a receipt from the City as evidence the 10 documentation was received. Failure to comply shall render the bid as non- 11 responsive. 12 13 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 14 or organization against whom Contractor has reasonable objection. 15 16 12. Bid Form 17 18 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 19 obtained from the City. 20 21 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 22 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 23 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 24 price item listed therein. In the case of optional alternatives,the words "No Bid," 25 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, 26 written in ink in both words and numerals, for which the Bidder proposes to do the 27 work contemplated or furnish materials required.All prices shall be written legibly. 28 In case of discrepancy between price in written words and the price in written 29 numerals,the price in written words shall govern. 30 31 12.3. Bids by corporations shall be executed in the corporate name by the president or a 32 vice-president or other corporate officer accompanied by evidence of authority to 33 sign. The corporate seal shall be affixed. The corporate address and state of 34 incorporation shall be shown below the signature. 35 36 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner, whose title must appear under the signature accompanied by evidence of 38 authority to sign. The official address of the partnership shall be shown below the 39 signature. 40 41 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the firm and the official address of the firm shall be shown. 44 45 12.6. Bids by individuals shall show the Bidder's name and official address. 46 47 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form. The official address of the joint venture shall be shown. 49 50 12.8. All names shall be typed or printed in ink below the signature. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rockwood Golf Course Renovation 01199 Revised July 1,2011 Project No. 01199 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 2 which shall be filled in on the Bid Form. 3 4 12.10. Postal and e-mail addresses and telephone number for communications regarding the 5 Bid shall be shown. 6 7 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 8 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 9 to State Law Non Resident Bidder. 10 11 13. Submission of Bids 12 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 13 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 14 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 15 marked with the City Project Number, Project title,the name and address of Bidder, and 16 accompanied by the Bid security and other required documents. If the Bid is sent through the 17 mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope 18 with the notation "BID ENCLOSED" on the face of it. 19 20 14. Modification and Withdrawal of Bids 21 22 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 23 withdrawn prior to the time set for bid opening. A request for withdrawal must be 24 made in writing by an appropriate document duly executed in the manner that a Bid 25 must be executed and delivered to the place where Bids are to be submitted at any 26 time prior to the opening of Bids. After all Bids not requested for withdrawal are 27 opened and publicly read aloud,the Bids for which a withdrawal request has been 28 properly filed ]nay, at the option of the City, be returned unopened. 29 30 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 31 time set for the closing of Bid receipt. 32 33 15. Opening of Bids 34 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 35 abstract of the amounts of the base Bids and major alternates(if any)will be made available 36 to Bidders after the opening of Bids. 37 38 16. Bids to Remain Subject to Acceptance 39 All Bids will remain subject to acceptance for the time period specified for Notice of Award 40 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 41 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 42 43 17. Evaluation of Bids and Award of Contract 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rockwood Gotf Course Renovation Revised July 1,2011 Project No. 01199 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 2 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 3 and to reject the Bid of any Bidder if City believes that it would not be in the best 4 interest of the Project to make an award to that Bidder,whether because the Bid is 5 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 6 meet any other pertinent standard or criteria established by City. City also reserves 7 the right to waive informalities not involving price, contract time or changes in the 8 Work with the Successf it Bidder. Discrepancies between the multiplication of units 9 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 10 between the indicated sum of any column of figures and the correct sum thereof will 11 be resolved in favor of the correct sum. Discrepancies between words and figures 12 will be resolved in favor of the words. 13 14 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 15 among the Bidders,Bidder is an interested party to any litigation against City, 16 City or Bidder may have a claim against the other or be engaged in litigation, 17 Bidder is in arrears on any existing contract or has defaulted on a previous 18 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 19 Bidder has uncompleted work which in the judgment of the City will prevent or 20 hinder the prompt completion of additional work if awarded. 21 22 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 23 other persons and organizations proposed for those portions of the Work as to which 24 the identity of Subcontractors, Suppliers, and other persons and organizations must 25 be submitted as provided in the Contract Documents or upon the request of the City. 26 City also may consider the operating costs,maintenance requirements, performance 27 data and guarantees of major items of materials and equipment proposed for 28 incorporation in the Work when such data is required to be submitted prior to the 29 Notice of Award. 30 31 17.3. City may conduct such investigations as City deems necessary to assist in the 32 evaluation of any Bid and to establish the responsibility, qualifications, and financial 33 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 34 organizations to perform and furnish the Work in accordance with the Contract 35 Documents to City's satisfaction within the prescribed time. 36 37 17.4. Contractor shall perform with his own organization, work of a value not less than 38 35% of the value embraced on the Contract, unless otherwise approved by the City. 39 40 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 41 responsive Bidder whose evaluation by City indicates that the award will be in the 42 best interests of the City. 43 44 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 45 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 46 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 47 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 48 comparable contract in the state in which the nonresident's principal place of 49 business is located. 50 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I,2011 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 2 to be awarded, City will award the Contract within 90 days after the day of the Bid 3 opening unless extended in writing. No other act of City or others will constitute 4 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 5 the City. 6 7 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 8 9 18. Signing of Agreement 10 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 11 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 12 Contractor shall sign and deliver the required number of counterparts of the Agreement to 13 City with the required Bonds, Certificates of Insurance, and all other required documentation. 14 City shall thereafter deliver one fully signed counterpart to Contractor. 15 16 17 18 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rockwood Golf Course Renovation Revised July 1,2011 Project No. 01199 August 4, 2015 Revised BID PROPOSAL FORM Irrigation System Rockwood Golf Course Fort Worth,Texas Index I. GENERAL.............................................................................................................................................2 A. PROPOSAL SUBMITTAL......................................................................................................................................2 B. SPECIAL NOTES.................................................................................................................................................2 C. STATION VERIFICATION&REVIEW...................................................................................................................3 D. BIDDER IDENTIFICATION...................................................................................................................................4 E. IRRIGATION BIDDER'S QUALIFICATIONS STATEMENT.......................................................................................4 F. SIMILAR GOLF COURSE OR COUNTRY CLUB IRRIGATION EXPERIENCE.............................................................4 G. ON-SITE IRRIGATION PROJECT FOREMAN/SUPERINTENDENT............................................................................5 II. BID ........................................................................................................................................................6 A. BID OUTLINE SUMMARY...................................................................................................................................6 B. ITEM 1;TORO IRRIGATION BID AMOUNT.........................................................................................................6 C. ITEM 1 ALTERNATE 1;RAIN BIRD IRRIGATION BID AMOUNT.........................................................................6 D. ITEM I ALTERNATE 2;HUNTER IRRIGATION BID AMOUNT.............................................................................6 E. ITEM 2;TORO IRRIGATION WITH WIRELESS SATELLITE COMMUNICATION BID AMOUNT;...............................7 F. ITEM 2 ALTERNATE 1; RAIN BIRD IRRIGATION WITH WIRELESS SATELLITE COMMUNICATION BID AMOUNT;7 G. ITEM 2 ALTERNATE 2; HUNTER IRRIGATION WITH WIRELESS SATELLITE COMMUNICATION BID AMOUNT;...7 H. ITEM 3;STATION VERIFICATION&REVIEW(ALLOWANCE)BID AMOUNT.......................................................7 III. UNIT BIDS.........................................................................................................................................8 A. UNIT BID AMOUNTS..........................................................................................................................................8 B. NUMBERED UNIT BID ITEMS.............................................................................................................................8 IV. ADDENDA.......................................................................................................................................10 V. BID SIGNATURE................................................................................................................................ 10 L General A. Proposal Submittal 1. The undersigned Contractor warrants, by submittal of this Bid Proposal Form, compliance with the Instructions To Bidders and having examined the plans, specifications, related documents and the construction site hereby proposes to furnish all labor, material, supplies and services necessary to provide a complete project in accordance with the contract documents within the time requested and at the prices stated below. 2. The undersigned Contractor further warrants and guarantees the compliance with all material specifications and substitutions specifically approved by written documentation by the Design Consultant and that any and all repair or replacement cost associated with the installation of unauthorized materials shall be to the Contractor's account and shall in no way relieve the Contractor from any obligation accepted by this submittal and other contractual agreements with the Owner. 3. The undersigned Contractor fully accepts all provisions and conditions of the Contract Documents and Drawings. 4. This bid submittal shall remain valid for sixty (60) days after the bid opening or as required by the Architect and Owner. B. Special Notes 1. The irrigation bid is a lump sum bid for the complete materials and installation of the irrigation system as specified. All materials shown on the Contract Drawings or mentioned in the written specifications shall be included. Due to the diagrammatic nature of the drawings and necessary field adjustments, it is normal for some changes in the routing of pipe and wire or the location of components, such as sprinkler heads and valves to be anticipated. The Contractor shall not seek additional compensation for changes of this nature. However, significant changes in the amount of work, whether addition or reduction, shall be adjusted in accordance with unit bid items or if not specifically listed in the unit bids, negotiated with the Owner. 2. The irrigation installation requires coordination to integrate the irrigation installation with the architectural renovation. The irrigation installation, progression,and sequence is to maintain a continuous water supply to insure a clean and well flushed piping network. 3. Maintaining the operation of the existing irrigation system within the practice and short game areas is required. 4. The Owner desires to compare the costs, advantages, and benefits of a wireless communication system for the central and satellite controllers. The wireless communication system is bid as an alternate bid item selectable by the Owner. The Contractor shall insure that the selection of a wireless communication system includes all necessary hardware and components recommended by the manufacture to make the irrigation system fully complete and operational. Revised Bid Form August 4,2015 Rockwood Golf Course 2 IPD, LLC 5. The Owner desires to consider alternate bids for installing the irrigation system with Rain Bird and Hunter golf products. The following table provides a list of the Rain Bird and Hunter alternate products that are to be used for the submission of alternate product bids. Alternate Bid Product Table Toro Item Rain Bird Alternate Products Hunter Alternate Products 1 854S46-558;80 psi,83'radius,38.0 gpm 900-E-52-80;80 psi,81'radius,37.1 gpm G880-E43-80;80 psi,82'radius,43.7 9Pm 2 855S46-558;80 psi,79'radius,37.2 gpm 950-E-22-80;80 psi,80'radius,30.9 gpm G885-E43-80;80 psi,80'radius,43.5 gpm 3 834S46-338;80 psi,72'radius,26.9 gpm 700-E-36-80;80 psi,67'radius,29.5 gpm G880-E-25-80;80 psi,71'radius,26.0 gpm 4 835S46-338;80 si,70'radius,25.3 m 751-E-36-80;80 psi,67'radius,24.0 m G885-E-23-80;80 psi,67'radius,27.9 m 5 835S-46-308;80 psi:46'radius,9.6 gpm 751-E-22-80;80 psi,43'radius,10.8 gpm G885-E-10-65;65 psi,45'radius,10.1 gpm 6 T7PSS-42L;#6.0;80 psi,49'radius,7.4 gpm 351-B48;80 psi,48'radius,6.8 gpm G35B-12-60;60 psi,48'radius,12.5 gpm 7 T7PSS-42L;#3.0;80 psi,42'radius,3.6 gpm 351-6-36M;80 psi,34'radius,8.4 gpm G35B-8-60;60 psi,42'radius,8.3 gpm 8 VP Satellite Controller PAR+ES Satellite Controller Pilot-FC Field Controller 9 Lynx Central Control Cirrus Central Control Pilot Central Control 10 P220GS Remote Control Valve 200-PESB-PRS ICV-201G w/Accu-S nc 11 47-11 Quick Coupler Valve 5-RC HQ-5RC Quick Coupler 6. Coordination of all construction traffic and routing shall be in accordance with the Owner's instructions. 7. The Contractor shall supply and maintain a sufficient number of workers on site for the irrigation installation. The crew shall be balanced with skilled and unskilled workers. Balance of the work force shall mean that in the areas of excavation, piping, electrical, and backfill/clean-up,sufficient labor be dedicated to each area, such that each area progresses at the same speed. 8. Special care shall be exercised in the placement and adjustment of the sprinkler heads to avoid water spray on adjacent property. All full circle heads shall be placed no closer than the radius plus ten feet (15'). All part circle heads shall be adjusted to spray only on the course property. C. Station Verification &Review 1. The installation of the sprinklers heads will not be considered complete without the field verification by the Owner or Design Consultant. 2. The Contractor is required to assist the Owner or Design Consultant in reviewing and confirming the proper head and nozzle types are installed and that the sprinkler identification address and wire connections are in accordance with the as staked installation drawings. 3. The Contractor shall make all head corrections and amendments necessary to conform the installation to the as staked installation drawings. Revised Bid Form August 4,2015 Rockwood Golf Course 3 IPD, LLC D. Bidder Identification Jon P.O'Donnell Representative's Name Title Division President Company Name Heritage Links,a Division of Lexicon,Inc. 6707 Cypress Creek Pkwy Address Houston,TX 77069 City, State, Zip (Area Code)Telephone (281)866-0909 E. Irrigation Bidder's Qualifications Statement All questions on the following pages must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he so desires. 1. When was your company organized? 1946 2. Is your company a corporation? If so,where is it incorporated? Arkansas 3. How many years have you been involved in construction under your present firm name or trade name? 16 Years 4. List on-going contracts. When are they due to be completed? Kiva Dunes-October 2015 Mossy Oak-December 2015 Cuero-September 2015 5. Have you failed to complete any work awarded to you? If so, where and why. No 6. Has your firm ever engaged in litigation for the settlement of claims or disputes arising from a construction contract? If so, provide separate attachment with details. 7. Give bank reference: U.S.Bank-Mark Murphy-(501)688-1257 8. Will you, upon request,fill out a detailed financial statement and furnish any other information that may be required? Yes F. Similar Golf Course or Country Club Irrigation Experience The following recent irrigation projects were completely constructed by our company and are Revised Bid Form August 4,2015 Rockwood Golf Course 4 IPD, LLC currently in operation. Reference 1 Course Name Pine Forest Country Club Owner Pine Forest Country Club Location Houston,Tx Contact Person Scott Terry July 2015 936-414-2444 Date Completed Phone (A/C) Reference 2 Course Name Greg Mastriona Golf Course Owner Hyland Hills Park and Recreation Location Westminster,CO Contact Person Allen Brown June 2015 303-650-7557 Date Completed Phone(A/C) Reference 3 Course Name Painted Dunes Golf Course Owner El Paso Water Utility District El Paso,Tx Anthony Below Location Contact Person July 2014 915-217-6440 Date Completed Phone(A/C) G. On-Site Irrigation Project Foreman/Superintendent Name:Greg Malick LI0021865 Texas Irrigator's License Number: Provide a list of the three previous irrigation installations that the proposed on-site irrigation foreman/superintendent supervised along with the project installation dates, reference contact name and telephone number. Project Name Installation Dates Contact Telephone Painted Dunes Golf Course 4/2014-7/2014 Anthony Below 915-217-6440 Greg Mastriona Golf Course 9/2014-5/2015 Allen Brown 303-650-7557 Cuero Golf Course 7/2015-8/2015 David Danish 361-275-1422 Revised Bid Form August 4,2015 Rockwood Golf Course 5 IPD, LLC II. Bid The irrigation design allows for the independent selection of the Contractor and Equipment Manufacturer. For Bid Items that include bids from more than one manufacturer, the Owner will choose one manufacturer to identify both the cost of the item and the choice of the manufacturer. The project and bid form have a number of Bid Line Items. The Bidder shall take extra measure to insure his understanding, calculation, and completion of an accurate bid form. A. Bid Outline Summary Item 1 Toro Irrigation Bid Amount(hard wired central communication) Item 1 Alternate 1 Rain Bird Irrigation Bid Amount(hard wired central communication) Item 1 Alternate 2 Hunter Irrigation Bid Amount(hard wired central communication) Item 2 Toro Irrigation with Wireless Communication Bid Amount Item 2 Alternate 1 Rain Bird Irrigation with Wireless Communication Bid Amount Item 2 Alternate Hunter Irrigation with Wireless Communication Bid Amount Item 3 Satellite Station Verification & Review(Allowance Item) B. Item 1; Toro Irrigation Bid Amount This item utilizes Toro irrigation products as specified including a buried and hard wired central communication system. One Million Two Hundred Fifty Six Thousand Seven Hundred Dollars 1,256,700.00 (dollar amount typed or written in words) C. Item 1 Alternate 1; Rain Bird Irrigation Bid Amount This item utilizes Rain Bird irrigation products as identified in the alternate material list in the specifications including a buried and hard wired central communication system. One Million Three Hundred Eight Thousand Nine Hundred Eighteen Dollars 1,308,918.00 (dollar amount typed or written in words) D. Item 1 Alternate 2; Hunter Irrigation Bid Amount This item utilizes Hunter irrigation products as identified in the alternate material list in the specifications including a buried and hard wired central communication system. One Million Two Hundred Fifty Seven Thousand Seven Hundred Dollars 1,257,700.00 (dollar amount typed or written in words) Revised Bid Form August 4,2015 Rockwood Golf Course 6 IPD, LLC E. Item 2; Toro Irrigation with Wireless Satellite Communication Bid Amount; This bid amounts substitutes Toro wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. Seventeen Thousand Dollars 17,000.00 (dollar amount typed or written in words) F. Item 2 Alternate 1; Rain Bird Irrigation with Wireless Satellite Communication Bid Amount; This bid amounts substitutes Rain Bird wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. Thirty One Thousand Five Hundred Dollars 31,500.00 (dollar amount typed or written in words) G. Item 2 Alternate 2; Hunter Irrigation with Wireless Satellite Communication Bid Amount; This bid amounts substitutes Hunter wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. Sixteen Thousand Dollars 16,000.00 (dollar amount typed or written in words) H. Item 3; Station Verification & Review(allowance) Bid Amount This allowance amount is for the cost of the Design Consultant to perform a field review and confirm the proper head/nozzle types are installed and that the satellite station wire connections to the operational satellite are in accordance with the as staked installation drawings. Three Thousand Nine Hundred Dollars and No Cents $ 3.900.00 (dollar amount typed or written in words) Revised Bid Form August 4,2015 Rockwood Golf Course 7 IPD, LLC Ill. Unit Bids A. Unit Bid Amounts 1. The items listed below shall be bid on a per unit basis. The unit bid shall include all necessary materials and labor to provide an installed unit price. The installation shall be complete in every way. The unit head price shall include pipe, swing joint, fittings, wire, and all other connections or fittings necessary to make the head fully operational. 2. The purpose of the unit bid is to provide a predetermined amount for establishing the scope of work and the amounts required for additions or subtractions from the lump sum contract amount due to Owner approved adjustments during construction. B. Numbered Unit Bid Items 1. Toro Model 854S-46-558 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $480.00 connections 2. Toro Model 855S-46-558 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $500.00 connections 3. Toro Model 834S-46-338 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $445.00 connections 4. Toro Model 835S-46-338 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $463.00 connections 5. Toro Model 835S-46-308 or Approved Alternate sprinkler head, swing joint, pipe, necessary fittings, wire and all $463.00 connections 6. Toro Model T-7 or Approved Alternate sprinkler head with $85.00 swing joint, pipe, necessary fittings, wire and all connections 7. Toro 47-11 or Approved Alternate quick coupler valve with $90.00 swing joint, pipe, necessary fittings, wire and all connections 8. Toro P220GS-4 or Approved Alternate remote control valve $450.00 and necessary fittings and wire connections 9. Toro P220GS-6 or Approved Alternate remote control valve $480.00 and necessary fittings and wire connections 10. Toro P220GS-8 Approved Alternate remote control valve and $500.00 necessary fittings and wire connections 11. Toro Network VP or Approved Alternate 8 Station Output 350.00 Expansion Module or $ 12. 8" Resilient Seat Cast Iron Isolation Valve $900.00 13. 6" Resilient Seat Cast Iron Isolation Valve $800.00 14. 4" Resilient Seat Cast Iron Isolation Valve $600.00 15. 3" Resilient Seat Cast Iron Isolation Valve $500.00 16. 2" Polyvalve Ball Valve for HDPE as specified $0.00 17. 2" Ball Valve; Nibco Model T-580 or approved equal $250.00 Revised Bid Form August 4,2015 Rockwood Golf Course 8 IPD, LLC 18. Bermad 1" automatic pressure air release valve $450.00 19. 8" HDPE DR13.5 pipe per foot $18.00 20. 6" HDPE DR13.5 pipe per foot $10.00 21. 4" HDPE DR13.5 pipe per foot $5.00 22. 3" HDPE DR13.5 pipe per foot $4.00 23. 2" HDPE DR11 pipe per foot $3.00 24. 1 V CL 200 PVC pipe per foot $2.50 25. Electrical wire 4 gauge primary multi-conductor per foot. $4.50 26. Electrical wire 6 gauge primary multi-conductor per foot. $3.00 27. Electrical wire 8 gauge primary multi-conductor per foot. $2.10 28. Electrical wire 10 gauge primary multi-conductor per foot. $1.10 29. Electrical wire 12 gauge primary multi-conductor per foot. $0.85 30. Electrical wire 10 gauge single conductor per foot. $0.28 31. Electrical wire 12 gauge single conductor per foot. $0.15 32. Electrical wire 14 gauge single conductor per foot. $0.09 33. Normal Trenching per foot for pipe 6" or less $3.00 34. Normal Trenching per foot for pipe 8" and greater pipe $4.00 35. Rock Trenching per foot for pipe 6" and greater pipe $30.00 36. Rock Trenching per foot for pipe 8" or less $50.00 37. Pipe Bedding handling & placement per foot $3.00 38. For additional work not identified in the drawings or bid documents the Irrigation Contractor will be compensated for $ 15% extra costs in the amount of the Irrigation Contractor's actual (percentage) net cost plus a percentage for overhead and profit. x' Revised Bid Form August 4,2015 Rockwood Golf Course 9 IPD, LLC IV. ADDENDA Receipt of the following Addenda to the Contract Documents is hereby acknowledged. Addendum No. 1 Date 8/4/15 Addendum No.2 Date 8/7/15 Addendum No. Date V. BID SIGNATURE The signature of an authorized individual or corporation is required. Clearly identify the individual by typing the name and title underneath the signature. Herita a Links,a Divi 'on of Lexicon,Inc. Bidder Name or Company Authorized Signature ""'° _ A " Jon P.O'D nnell Name(typed) Division President Title(typed) 8/13/15 Date r Seal-if corporation Attest: (Secretary) State of (E ) County of �' )) ss Subscribed and sworn to before me this 2 day of 2015 My commission expires: 1 (Notary Public SEAN PAY14N Y�� T;.GI f�a ��G,l„�:, �y �F."�4�,off;,;"F6?i,) Notary Public,State or Texas My Commission Expires 11" /R FAARY January 22, 20119 Revised Bid Form August 4,2015 Rockwood Golf Course 10 IPD, LLC 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 17 of 17 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders(out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications.The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of our principal place of business, are required to be i percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas.F71 BIDDER: By: Heritage Links,a Division of Lexicon,Inc. mm� 6707 Cypress Creels Plc-,vy. Q4n Houston,TX 77069 (281)866-0909 (signature) Title: Date: 8/13/15 F , V END OF SECTION �� �yl � �a°���f;4�r,' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Specs-standard.xis 0045 12-1 PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 4 Each Bidder for a City procurement is required to complete the information below by 5 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 6 major work type(s)listed. 7 8 Major Work Prequalification Type Contractor/Subcontractor Company Name Expiration Date Feature Construction Fleetwood Services,LLC N/A Cart Path Cart Paths by Clark N/A Grassing King Ranch Turfgrass N/A 9 10 11 The undersigned hereby certifies that the contractors and/or subcontractors described in 12 the table above are currently prequalified for the work types listed. 13 14 BIDDER: 16 Heritage Links,a Division of Lexicon,Inc. By: Jon P.O'Donnell 17 Company ( lease Print) 18 19 6707 Cypress Creek Pkwy. Signature: PA 20 Address 21 22 Houston,TX 77069 'Title: Division President 23 City/State/Zip (Please Print) 24 25 Date: 8/13/15 26 27 END OF SECTION 28 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised July 1,2011 FORTWORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet N/A Mark only one: Individual Limited Partnership Heritage Links,a Division of Lexicon,Inc. General Partnership Name under which you wish to qualify / V Corporation Limited Liability Company P.O.Box 16390 Little Rock AR 72231 Post Office Box City State Zip Code 6707 Cypress Creek Pkwy. Houston TX 77069 Street Address(required) City State Zip Code (281 ) 866-0909 (281 )866-0944 lono @heritage-links.com Telephone Fax Email 1.7105691509 Texas Taxpayer Identification No. 71-0569150 Federal Employers Identification No. 15-423-7234 DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" r 0045 13-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 7 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than$6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES GOLF COURSE RENOVATION Staking 7 Clearing 7 Environmental Protection Mass Grading Feature Shaping Drainage 7 Greens Construction 7 Bunker Construction Concrete Cart Path Water Feature Construction Soil Preparation Sprigging Sodding Seeding 7 Tree Planting 7 Golf Course Irrigation CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised December 20,2012 0045 13-4 BIDDER PREQUALIFICATION APPLICATION Page 3 of 7 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER Site Truck Sunbelt Rentals Forklift Sunbelt Rentals Skidsteer Sunbelt Rentals Mini Excavator Sunbelt Rentals Diesel Generator Sunbelt Rentals Bull Dozer Sunbelt Rentals Utility Vehicle Sunbelt Rentals 2. How many years has your organization been in business as a general contractor under your present name? 16 Years List previous business names: Lexicon,Inc. 3. How many years of experience in Golf course construction work has your organization had: (a) As a General Contractor:16 (b)As a Sub-Contractor:16 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER $5.6M Renovation 2014 New Braunfels,TX Jennifer Cain-(830)221-4646 $1.9M Renovation 2012 Fredericksburg,TX Alan Wooley-(512)821-2808 $4.9M Renovation 2010 Missouri City,TX Scott Elmer-(281)403-8572 $250K Renovation 2013 Houston,TX George Manuel-(281)556-8818 $355K Renovation 2013 Houston,TX Scott Terry-(281)463-0900 $2.5M Renovation 2011 Jersey City,NJ Greg James-(201)780-9595 $2.6M Renovation 2010 Brookeland,TX Mike Harvard-(409)835-6000 *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you?No If so,where and why? NIA 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? No If so, state the name of the individual,other organization and reason.NIA 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? No If so, state the name of the individual,name of owner and reason.NIA CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised December 20,2012 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 4 of 7 8. In what other lines of business are you financially interested? N/A 9. Have you ever performed any work for the City? No If so,when and to whom do you refer?N/A 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS Ewing Irrigation 3441 E.Harbour Dr.Phoenix,AZ 85034 Osburn Materials 24685 Hwy 281 South,San Antonio,TX 78264 King Ranch Turfgrass 4767 Hwy 281 North,Spring Branch,TX 78070 Professional Turf Products 5520 Brittmoore Rd.Houston,TX 77041 Advanced Drainage Systems 4640 Trueman Blvd.Hilliard,OH 43026 Martin Marietta 1503 LBJ Freeway,Ste.400 Dallas,TX 75234 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. N/A 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY Mike Webb Job Superintendent 25+ GC Construction Construction Manager Greg Malick hrigation Superintendent 20+ GC Irrigation Construction Superintendent Sam Colwell Lead Shaper 20 Shaper Lead Shaper Javier Garcia Rough Shaper 20 Shaper Rough/Lead Shaper Alfredo Moreno Drainage Superintendent 20+ GC Drainage Construction Superintendent 13. If any owner,officer, director,or stockholder of your firm is an employee of the City,or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child,or parent of an owner,officer,stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition.This includes foster children or those related by adoption or marriage.N/A CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised December 20,2012 0045 13-6 BIDDER PREQUALIFICATION APPLICATION Page 5 of 7 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Lexicon,Inc, If a partnership: Date of Incorporation 01/28/1983 State of Organization Charter/File No. 100031070 Date of organization President Is partnership general, limited, or registered limited Patrick Schueck liability partnership? Vice Presidents Jeff Weatherly File No. (if Limited Partnership) General Partners/Officers Secretary Brian Rutherford Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles, if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised.Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised December 20,2012 004513-7 BIDDER PREQUAMFICATION APPLICATION Page 6 of 7 14. Equipment $ 311,105.00 TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 11 Tractors-Various-John Deere/Kubota/New Holland $103,000.00 2 9 Bunker Rakes-John Deere $30,600.00 3 4 Skid/Track Steer-Bobcat/CAT $59,500.00 4 4 Mini-Excavator-Bobcat/CAT $53,000.00 5 3 Utility Vehicle-Kubota $16,000.00 6 8 Dump Trailer-Pronovost $24,950.00 7 1 Dump Truck-International $900.00 8 2 Cargo Trailer-Wells Cargo $3,250.00 9 l Backhoe-Komatsu $23,000.00 10 7 Rammer-Wacker $6,700.00 11 4 Box Blade-Various-Landpride/Gannon $100.00 12 6 Chainsaw-Various-Stihl/Husgvarna $3,275.00 13 2 Chopsaw-Still $1,000.00 14 5 Sod Cutter-Husgvarna $1,525.00 15 3 Air Compressor-Rigid $1,075.00 16 1 Generator-Honda $54,525.00 17 2 Site Truck-Ford $41,000.00 18 3 Flat Bed Trailer-Odom $3,050.00 19 1 Pipe Trailer-Kory $100.00 20 1 300 Gallon Sprayer-AD Williams $200.00 21 4 Plate Compactor-Multiquip $6,300.00 22 1 8'Disc-Hay King $40.00 23 4 Drag Scraper-Ortham $2,550.00 24 4 Pulverizer-Landpride $3,125.00 25 2 Seeder-Landpride $800.00 26 1 Turf Rake-Barber 1$40.00 27 1 Sweeper Attachment-Sweepster $700.00 28 2 Tiller-Forgio Stone $10,100.00 29 2 Box Scraper-Gearmore $2,700.00 30 1 Rock Picker-Rockhound $3,200.00 Various-Tractor ILnplements $54,525.00 TOTAL $311,105.00 Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include,the manufacturer, model,and general common description of each. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised December 20,2012 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 7 of 7 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. he/she's the t r r t being duly sworn, deposes and says that �- r r �n of A 74 ' .,r „ AS , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: , . . Signature. �, — Sworn to before me this day of LE� , .".�a"" SEAN PAYTON;� Notary Public,State of Texas_. �`,: My Commission Expires%�,o� January 22, 2019 Notary Public Notary Public must not be an officer,director,or stockholder or relative thereof. i' i 61FI N p IV NRi �iliI' }I'p "�/1/1 a CITY OF FORT WORTH Rockwood GolfConrse Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.01199 Revised December 20,2012 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 I SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01199. Contractor further certifies that,pursuant to Texas 7 Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's 8 certificates of compliance with worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Heritage Links,a Division of Lexicon,Inc. By; Jon P.O'Donnell 13 Company (Please Print) 14 15 6707 Cypress Creek Pkwy Signature; 16 Address 17 18 Houston,TX 77069 Title: Division President 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF 044,, S § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 10,_s ,known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of ° '"t t,w,u 1 for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this i day of 33 s ,20057 35 , 37 Notary Public in and for the State of Texas 38 39 END OF SECTION 40 `,O4�AY.",�m4; SEAN PA :_;' �c Notary Public,State of Texas E= +rc My Commission Expires oF�;�' January 22, 2Q19 41111 CITY OF FORT WORTH cktrood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS fy � 1���L '�� �'�� ��� � Project No.0 119 Revised Jul y ,1 2011 , y r � �i�(�rl�e� q�1 F' rr,r✓ Yk F'P+�� �i �I V. , Nip " " ✓„ �F„ 0035 13 BID FORM Page 1 of 17 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. ham:/lvvwvv.ethics.state,tX.Uslforrns/C IQ.pdf http://O vu w,et�i cs.state.tX.LIs/forms/CIIS.pdf ❑ CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: Heritage Links,a Division of Lexicon,Inc. BY: PA 6707 Cypress Creek Pkwy. Houston,TX 77069 Title: Division President END OF SECTION t�� ........ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Specs-standard.xis 0041 00 BID FORM Page 2 of 17 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Rockwood Golf Course Renovation' City Project No.: #0119999 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Specs-standard.xis 00 41 00 BID FORM Page of 17 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Golf Course Renovation b. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 260 days days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Specs-standard.As 0041 00 BID FORM Page 4 of 17 t Total Bid $4,363,242.90 7. Bid Submittal This Bid is submitted on August 13,2015 by the entity named below. Respectfully submitted, -- Receipt is acknowledged of the Initial following Addenda: By: M _,_ Addendum No. 1: (Signature) Addendum No. 2: - Addendum No. 3: Jon P.O'Donnell Addendum No. 4: (Printed Name) Title:Division.President Company::Heritage Links,a Division'ofLexican,Inc. Corporate Seal: Address: 6707 Cypress Creek Pkwy:., Houston,TX 77069 State of Incorporation: Arkansas ° ono 8erita e-links.6rn Email: 3 G � Phone:x281)866=0909 END OF SECTION f a / 1Wn, I �Jr C; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Specs-standard.xis r CERTIFICATE OF DISCREPANCIES (Submit with Bid Proposal) Project No: 01199 Date: 8/13/15 Project: Rockwood Golf Course Renovation Location: 1851 Jacksboro Hwy.Ft.Worth,TX 76114 To: This is to certify that Heritage Links,a Division of Lexicon,Inc. (Firm Name) has reviewed their Contract Documents for the referenced project. We have become familiar with the needs and installation requirement for Lake Aeritication Systems (Material to be supplied) and find the following discrepancies: 1) No power source/locations/requirements shown on plans. 2) No plans for housing of units. 3) (Attach additional sheets if required) We recommend the following corrective actions: 1) Scope of work needs to be determined with architect,owner,and contractor and contract sum 2) adjusted to include. 3) Note: ® Be specific as to location and type of discrepancies and recommend solutions. ® Use "NA" if there are no discrepancies of which you are aware. a Applications for Payment will be withheld or modified for noncompliance with submittal of the Certificate of Discrepancies. Submitted by: Heritage Links,a Division of Lexicon,Inc. (Firm) Signed by: f . Jon P.O onnell (Typed Name) t ., f SUBSTITUTION REQUEST Date: 8/13/15 Consultant's Project Number: PROJECT: Rockwood Golf Course Renovation TO: City of Fort Worth FROM: Heritage Links Purchasing Dept. 6707 Cypress Creek Pkwy. 1000 Throckmorton St. Houston,TX 77069 Fort Worth,TX 76102 Contractor(Bidder) hereby requests acceptance of the following product or system as a substitution in accordance with provisions of Section 01630 of the Specifications: 1. SPECIFIED PRODUCT OR SYSTEM: Substitution request for: Greens Mix Specification Section No.: 700 Article: (E)13) 2. SUPPORTING DATA: 0 Product data for proposed substitution is attached description of product, reference standards, performance and test data. 0 Sample is attached. ✓� Sample will be sent, if requested. 3. QUALITY COMPARISON: Name, Brand 90/10 Dakota Green Mix Catalog No. N/A Manufacturer N/A Vendor Texas Sports Sands Significant Variations None (Add additional sheets, if necessary) Maintenance Service available: Yes No N/A Spare Parts Source: N/A Warranty: 0 Yes No N/A Years By Whom: N/A 4. PREVIOUS INSTALLIONS Identification of similar projects on which proposed substitution was used. Project: Golf Club of Houston Consultant: Jody Tavarez Address: 5860 Wilson Rd. Owner: Escalante Golf Humble,Tx 77369 Date Installed: 9/2014 5. REASON FOR NOT GIVING PRIORITY TO SPECIFIED ITEMS Substitute product was less expensive. 6. EFFECT OF SUBSTITUTION Does the proposed substitution affect other work: 0 No 0 Yes (If yes, explain) Substitution changes Contract Time: 0 No 0 Yes Add/Deduct Day Substitution request dimensional revisions or redesign of structure or MEP work: QNo [,Yes (If yes, attach data) Savings or credit to Owner $12,500.00 Extra Cost to Owner $ 7. CONTRACTOR'S (BIDDER'S) STATEMENT OF CONFORMANCE OF PROPOSED SUBSTITUTION TO CONTRACT REQUIREMENTS I/we have investigated the proposed substitution. I/we: • believe that it is equal or superior in all respects to specified product, except as stated above; • will provide same warranty as specified for specified product; • have included complete cost data and implications of the substitution; • will pay redesign and special inspection costs caused by the use of this product; • will coordinate the incorporation of the proposed substitution in the work; • waive future claims for added cost to contract caused by the substitution. Contractor (Bidder): Heritage Links,a Division of Lexicon,Inc. Date: 8/13/15 By; �- Answer all questions and complete all blanks 4 use ' A" if not applicable. Unresponsive or incomplete requests will be r jetted. CONSULTANT'S REVIEW AND ACTION Resubmit substitution request i Provide more information in the following areas: Sign Contractor's (Bidder's) Statement of Conformance Substitution is accepted. Substitution is accepted, with the following comments: Substitution not accepted. Substitution request received too late. By: Date: Rockwood Golf Course I,°` sized Alternates - REVISED FL... worth,Texas August 7,2015 Description Quantity Unit Unit Cost Amount ALTERNATE 1 ; NURSERY GREEN 1. Green Drainage a.4" Perforated Pipe 5,000 LF $ b.Vents/Cleanouts/Markers 4 EA $ 2. Green Construction a. Mix 5,000 SF $ b. Pea Gravel 5,000 SF $ c. Barrier Liner 300 LF $ d.Tracer Wire 300 LF $ 3. Soil Preparation- Fine debris,removal,fine grade and fertilize a. Green 5,000 SF $ 4. Grassing-Sprigging a. Green-(Miniverde Bermudagrass) 5,000 SF $ Total Add Alternate 1 $ ALTERNATE 2 ;CONCRETE CURB CONSTRUCTION 1. Concrete Roll Curb 1 5,000 1 LF 1 1$ Total Add Alternate 2 $ ALTERNATE 3 ;EXPAND-CART S _TAG ING AREA. 1.Concrete Cart Path 1 2,500 1 SF $ 2. Concrete Roll Curb 1 100 1 LF 1 1$ Total Add Alternate 2 $ ALTERNATE 4 -SUBSTITUTION 419 BERMUDAGRASS$OD 1.419 Bermudagrass Sprigs- Deduct 10 AC Is 2.419 Bermudagrass Sod -Add 1 10 1 AC 1 1$ Difference Alternate 4 $ ALTERNATE 5 SUBSTITUTION TIFTON BERMUDAGRASS'SOD 1.Tifton 10 Bermudagrass Sprigs- Deduct 1 10 1 AC 1 1$ 2.Tifton 10 Bermudagrass Sod -Add 1 10 AC 1 1$ Difference Alternate 5 $ ALTERNATE 6 SUBSITUTION BUNKER LINKER 1.Sandtrapper II- Deduct 1 62,325 1 SF 1 1$ 2. Better Billy Bunker-Add 1 62,325 1 SF 1 1$ Difference Alternate 6 $ Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount All TERNATE 7 POND AERIFICATION SYSTEM 1. Pond Aerification System- Holes 10 & 11 1.Aqua Master Air II System 1 EA $ 2. Pond Aerification System- Holes 13 & 14 1.Aqua Master Air II System 1 EA $ Total Add Alternate 7 $ ALTERNATE 8LL TREE PLANTING, 1. Live Oak-6"Caliper 10 EA $ 2. Lacebark Elm-4" Caliper 15 EA $ 3. Bur Oak-4" Caliper 15 EA $ 4. Chinquapin Oak-3" Caliper 10 EA $ 5.Shumard Red Oak-4" Caliper 1 15 EA $ Total Add Alternate 8 $ ALTERNATE 4 60V COURSE SINAGE &TEE MARKERS 1.Tee Signs a. Cast Aluminum Tee Sign Unit 18 EA $ -14"x 20"Cast Aluminum Tee Sign Plaque (including log,hole#,par&yardage) -Decorative finial for 3"round post -Yardarm mount(fully welded post,no fastners) 2. Directional Signs a. 8"x 10" Cast Aluminum Directional Sign 10 EA -Includes on standard color and textured background) b. 12"x 18" Cast Aluminum Directional Sign 2 EA -Includes on standard color and textured background) c. Directional Post Assembly Unit 12 EA -3"x 6"Fluted round aluminum post -Front Mount 3.Tee Markers a. 6"x 4" Colorcore Tee Markers 200 EA -Double Sided Logo 4.Yardage Markers a.6"x 8"Cast Aluminum Yardage Marker-Premium 46 EA -Includes logo and yardage(in fairway) b.6"x 8"Cast Aluminum Yardage Maker-Premium -Includes logo and yardage(on each tee) 72 EA 5. Ball Washer/Waste Receptacle a. Ball Washer 9 EA -Par Aide Master Ball Washer -2"x 6"round aluminim post b.Standard Golf 9 Gallon Tapered Litter Caddie w/spike 18 EA 6. Sprinkler Yardage Marker a.Anodized Fit-Over Disks(with front,middle,back yardages) 600 EA Total Alternate 9 $ Rockwood Golf Course-Renovation Colligan Golf Design Rockwood Golf Course P-VISED BID FORM Ft- _ north,Texas August 7,2015 Description Quantity Unit Unit Cost Amount SCHEDULE A MOBILIZATION, CLEARING & SITE PREPER,�1TIOht M - 1.Staging Area a. Mobilization LS 2.Staking of Features and Grades LS 3. Clearing and Grubbing a.Tree Removal (> 6" Caliper) EA b. Brush &Small Tree Removal (<6" Caliper) AC c.Tree Transplant(Crape Myrtles) EA d.Tree Transplant(Bur Oaks) EA e. Grass Crops AC 4. Environmental Protection a.SWPPP LS b.Silt Fence LF c. Basin Silt Protection EA 5. Demolition a. Cart Path/Curb SF By Owner b. Shelter EA By Owner c. Low Water Crossing I EA I By Owner Total Schedule A hA SCHEDULE B MASS GRADING 1.Strip and Replace Topsoil(4") CY 2. Cut and Fill (Bank Yards) a. Push Dirt CY b. Haul Dirt(Lake & Pond Excavation) CY 3. Feature Shaping LS Total Schedule B SCHEDt3LE C; DRAINAGE _ _ - - 1. Drainage Pipe-corrugated plastic smooth wall(CPP) a.4" Diameter LF b. 6" Diameter LF c. 8" Diameter LF d. 10" Diameter LF d.36" Diameter LF 2. Drainage Structures a. 12" Round Grate EA b. Flared End Sections EA c. Gravel Sump EA d. Rip-Rap TN Total Schedule C Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount SGHEDUD FEATURE CONSTRUCTION - „, 1. Green Drainage a.4" Perforated Pipe LF b.Vents/Cleanouts/Markers EA 2. Green Construction a. Mix SF b. Pea Gravel SF c. Barrier Liner LF d.Tracer Wire LF 3. Existing Chipping Green a. Kill &Till Green Conversion SF 4. Bunker Construction a.4" Perforated Pipe LF b. Bunker Sand (Texas White-4" Depth) SF c. Bunker Liner(Sandtrapper II) SF d. Hand Edging EA 5. Cart Path Construction -Fiber Mesh a. Concrete Cart Path (6'Width unless noted otherwise) SF b. Concrete Roll Curb LF 6.Stone Wall Construction -Hole 11 a. Remove Stone from Pond on 10(for use on Hole ii) LF b. Dry Stack Stone Wall-4' Height LF f, Total Schedule D SCHEDLII_E E WATEW FEATURE C MR, W 1. Lake Construction (Front 9) a.Clay Liner(12" Compacted) CY b. Drop Structure (Large) 1.36"Structure w/Grate EA 2. 18"Connector Pipe LF c. Drop Structure (Small) 1. 24" Drop Structure w/Grate EA 2. 12" Connector Pipe LF d. Lake Aerification System 1.Aqua Master Air IV System EA 2. 2 HP Mixer Units EA 2. Pond &Creek Construction (Back 9) a. Clay Liner(12" Compacted) CY b. Creek Enhancements 1.Clean-Up LF 2. Rip-Rap TN Total Schedule E Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount SCHEDULE`F ..SOIL PRERARA?IQN AND. GRASSING - __ k 1.Soil Preparation-Fine debris, removal,fine grade and fertilize a. Greens SF b.Tees SF c. Fairways AC d. Rough AC e. Native Area AC f. Fescue Area AC 2. Grassing-Sod a. Green Surrounds(419 Bermudagrass) AC b. Basins (419 Bermudagrass) AC c. Basins (Tifton 10 Bermudagrass) AC d.Tee Surrounds(419 Bermudagrass) AC e.Tee Surrounds(Tifton 10 Bermudagrass) AC f. Bunker Edges(Tifton 10 Bermudagrass) AC g.4 ft. Ring around Fairway(Tifton io Bermudagrass) AC h. Lake, Pond &Stream Edge(Tifton to Bermudagrass) AC 3.Grassing-Sprigging a. Greens(Miniverde Bermudagrass) SF b.Tees(419 Bermudagrass) SF c. Fairways(419 Bermudagrass) AC d. Rough (Tifton 10 Bermudagrass) AC 4. Grassing-Seeding a. Native Grass AC b. Fescue AC Total Schedule F S LE CHEDU G- TREE PLANTING N � 1. Eastern Red Cedar-12" Height, Min. 2"Caliper 77-7EA Total Schedule G SCHEAtILE H lRR1GATION - 1. New Irrigation System a.Toro System $ b. Rainbird System $ c. Hunter System $ OWNER'S CHOICE Is Total Schedule H Ru SCHEDULE 1 FINISH OUT - - . .. � - 1. Clean up, equipment removal LS 2.As-Built LS Total Schedule I PERFORMANCE& PAYMENT BOND Rockwood Golf Course-Renovation Colligan Golf Design PROJECT TOTAL :° Rockwood Golf Course-Renovation Colligan Golf Design Rockwood Golf Course P�VISED QUANTITY ESTIMATE F', north,Texas August 7, 2015 Description Quantity Unit Unit Cost Amount SCHEDULE A MOB1LtZATION' CLEARING &-S1TE PREPERATION 1.Staging Area a. Mobilization 1 LS 2.Staking of Features and Grades 1 LS 3.Clearing and Grubbing a.Tree Removal(> 6" Caliper) 87 EA b. Brush &Small Tree Removal (<6" Caliper) 1.7 AC c.Tree Transplant(Crape Myrtles) 23 EA d.Tree Transplant(Bur Oaks) 6 EA e. Grass Crops 110 AC 4. Environmental Protection a.SWPPP 1 LS b.Silt Fence 7,500 LF c. Basin Silt Protection 121 EA 5. Demolition a. Cart Path/Curb 138,000 SF By Owner b.Shelter 4 1 EA By Owner c. Low Water Crossing 5 EA By Owner Total Schedule A SGHEDULE B° MASS GRADING 1.Strip and Replace Topsoil (4") 58,000 Cy 2.Cut and Fill(Bank Yards) a. Push Dirt 66,000 Cy b. Haul Dirt(Lake & Pond Excavation) 65,000 Cy 3. Feature Shaping 1 LS Total Schedule B SCHEDULE CL 0R--A, AGE 1. Drainage Pipe-corrugated plastic smooth wall(cPP) a.4" Diameter 6,240 LF b. 6" Diameter 11,385 LF c. 8" Diameter 4,400 LF d. 10" Diameter 650 LF d. 36" Diameter 365 LF 2. Drainage Structures a. 12" Round Grate 121 EA b. Flared End Sections 2 EA c. Gravel Sump 11 EA d. Rip-Rap 60 TN Total Schedule C Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount 5r' EDULE D. FEATORE CONSTRUCTION. 1.Green Drainage a.4" Perforated Pipe 11,000 LF b.Vents/Cleanouts/Markers 76 EA 2. Green Construction a. Mix 110,000 SF b. Pea Gravel 110,000 SF c. Barrier Liner 5,800 LF d.Tracer Wire 5,800 LF 3. Existing Chipping Green a. Kill &Till Green Conversion 5,600 SF 4. Bunker Construction a.4" Perforated Pipe 7,950 LF b. Bunker Sand (Texas White-4" Depth) 62,325 SF c. Bunker Liner(Sandtrapper II) 62,325 SF d. Hand Edging 53 EA 5. Cart Path Construction- Fiber Mesh a.Concrete Cart Path (6'Width unless noted otherwise) 179,300 SF b. Concrete Roll Curb 5,000 LF 6.Stone Wall Construction - Hole 11 a. Remove Stone from Pond on 10(for use on Hole 11) 175 LF Lb Dry Stack Stone Wall-4' Height 175 LF Schedule D 1. Lake Construction (Front 9) a. Clay Liner(12" Compacted) 5,000 CY b. Drop Structure(Large) 1.36"Structure w/Grate 1 EA 2. 18" Connector Pipe 330 LF c. Drop Structure (Small) 1.24" Drop Structure w/Grate 1 EA 2. 12" Connector Pipe 165 LF d. Lake Aerification System 1.AquaMaster Air IV System 1 EA 2.2 HP Mixer Units 3 EA 2. Pond &Creek Construction (Back 9) a. Clay Liner(12" Compacted) 1,800 CY b. Creek Enhancements 1.Clean-Up 1,100 LF 2. Rip-Rap 925 TN Total Schedule E Rockwood Golf Course-Renovation Colligan Golf Design Description Quantity Unit Unit Cost Amount SrHEDULEaF S1L:1?REPARATION AND,GRASSING y 1.Soil Preparation- Fine debris, removal,fine grade and fertilize a. Greens 116,600 SF b.Tees 95,420 SF c. Fairways 34 AC d. Rough 56 AC e. Native Area 13 AC f. Fescue Area 5 AC 2.Grassing-Sod a. Green Surrounds(419 Bermudagrass) 5 AC b. Basins (419 Bermudagrass) 0.5 AC c. Basins(Tifton 10 Bermudagrass) 0.5 AC d.Tee Surrounds(419 Bermudagrass) 0.3 AC e.Tee Surrounds(Tifton 10 Bermudagrass) 2.1 AC f. Bunker Edges(Tifton 10 Bermudagrass) 2.1 AC g.4 ft. Ring around Fairway(Tifton io Bermudagrass) 3 AC h. Lake, Pond &Stream Edge(Tifton io Bermudagrass) 1 AC 3.Grassing-Sprigging a. Greens (Miniverde Bermudagrass) 116,600 SF b.Tees (419 Bermudagrass) 95,420 SF c. Fairways(419 Bermudagrass) 28.2 AC d. Rough (Tifton 10 Bermudagrass) 47.3 AC 4. Grassing-Seeding a. Native Grass 13 AC b. Fescue 5 AC Total Schedule F SCE1tll.E G MAW 1. Eastern Red Cedar-12" Height, Min. 2"Caliper 100 EA Total Schedule G 5`CHEDULE!-� tRRIGATIt?N ,.t 1. New Irrigation System a.Toro System $ b. Rainbird System $ c. Hunter System $ OWNER'S CHOICE $ Total Schedule H SGHEi3ULE I FINISH OUT = 1. Clean up, equipment removal 1 LS 2.As-Built 1 LS Total Schedule PERFORMANCE& PAYMENT BOND Rockwood Golf Course-Renovation Colligan Golf Design r Rockwood Golf Course-Renovation Colligan Golf Design Rockwood Golf Course Bid Form Fort Worth,Texas August 13,2015 Description Quantity Unit Unit Cost Amount SCHEDULE' MOBILIZATION;CLEARING&SITEPREPERATIQN ti 1.Staging Area a.Mobilization 1 LS $ 100,000.00 $ 100,000.00 2.Staking of Features and Grades 1 LS $ 13,200.00 $ 13,200.00 3.Clearing and Grubbing a.Tree Removal(> 6"Caliper) 87 EA $ 580.00 $ 50,460.00 b.Brush&Small Tree Removal(<6"Caliper) 1.7 AC $ 3,470.00 $ 5,899.00 c.Tree Transplant(Crape Myrtles) 23 EA $ 830.00 $ 19,090.00 d.Tree Transplant(Bur Oaks) 6 AC $ 1,015.00 $ 6,090.00 e.Grass Crops 110 AC $ 275.00 $ 30,250.00 4.Environmental Protection a.SWPPP 1 LS $ 5,850.00 $ 5,850.00 b.Silt Fence 7,500 LF $ 1.90 $ 14,250.00 c.Basin Silt Protection 121 EA $ 55.00 $ 6,655.00 5.Demolition a.Cart Path/Curb 138,000 SF By Owner b.Shelter 4 EA I By Owner c.Low Water Crossing 5 EA By Owner Total Schedule A $ 251,744.00 SCHEDULE B"MASS'-GRADING',- 1.Strip and Replace Topsoil(4") 58,000 CY $ 3.00 $ 174,000.00 2.Cut and Fill(Bank Yards) a.Push Dirt 66,000 CY $ 1.25 $ 82,500.00 b.Haul Dirt(Lake&Pond Excavation) 65,000 CY $ 2.40 $ 156,000.00 3.Feature Shaping 1 LS $ 100,000.00 $ 100,000.00 Total Schedule B $ 512,500.00 ISM°EL, 1 f 1.Drainage Pipe-corrugated plastic smooth wall(CPP) a.4"Diameter 6,240 LF $ 4.60 $ 28,704.00 b.6"Diameter 11,385 LF $ 6.95 $ 79,125.75 c.8"Diameter 4,400 LF $ 10.15 $ 44,660.00 d.10"Diameter 700 LF $ 13.90 $ 9,730.00 d.36"Diameter 365 LF $ 44.00 $ 16,060.00 2.Drainage Structures a.12"Round Grate 121 EA $ 350.00 $ 42,350.00 b.Flared End Sections 3 EA $ 575.00 $ 1,725.00 c.Gravel Sump 11 EA $ 350.00 $ 3,850.00 d.Rip-Rap 60 TN $ 60.00 1 $ 3,600.00 Total Schedule C $ 229,804.75 Description Quantity Unit Unit Cost Amount m 1.Green Drainage a.4"Perforated Pipe 11,000 LF $ 4.90 $ 53,900.00 b.Vents/Cleanouts/Markers 76 EA $ 25.00 $ 1,900.00 2.Green Construction a.Mix 110,000 SF $ 2.50 $ 275,000.00 b.Pea Gravel 110,000 SF 1 $ 0.55 $ 60,500.00 c.Barrier Liner 5,800 LF $ 1.15 $ 6,670.00 d.Tracer Wire 5,800 LF $ 0.20 $ 1,160.00 3.Existing Chipping Green a.Kill&Till Green Conversion 5,600 SF $ 1.65 $ 9,240.00 4.Bunker Construction a.4"Perforated Pipe 7,950 LF $ 4.90 $ 38,955.00 b.Bunker Sand(Texas White-4"Depth) 62,325 SF 1 $ 0.75 $ 46,743.75 c.Bunker Liner(Sandtrapper II) 62,325 SF $ 1.40 $ 87,255.00 d.Hand Edging 53 EA $ 555.00 $ 29,415.00 5.Cart Path Construction a.Concrete Cart Path(6'Width unless noted otherwise) 179,300 SF $ 2.80 $ 502,040.00 b.Concrete Roll Curb 5,000 LF $ 4.65 $ 23,250.00 6.Stone Wall Construction-Hole 11 a.Remove Stone from Pond on 10(for use on Hole ii) 175 LF $ 14.90 $ 2,607.50 b.Dry Stack Stone Wall-4'Height 175 LF $ 62.80 $ 10,990.00 Total Schedule D $ 1,149,626.25 SAHE ABTA r; N W-9- Q( 1.Lake Construction(Front 9) a.Clay Liner(12"Compacted) 5,000 CY $ 3.00 $ 15,000.00 b.Drop Structure(Large) 1.36"Structure w/Grate 1 EA $ 5,780.00 $ 5,780.00 2.18"Connector Pipe 330 LF $ 23.15 $ 7,639.50 c.Drop Structure(Small) 1.24"Drop Structure w/Grate 1 EA $ 4,050.00 $ 4,050.00 2.12"Connector Pipe 165 LF $ 16.15 $ 2,664.75 d.Lake Aerification System 1.AquaMaster Air IV System 1 EA $ 12,250.00 $ 12,250.00 2.2 HP Mixer Units 3 EA $ 9,000.00 $ 27,000.00 2.Pond&Creek Construction(Back 9) a.Clay Liner(12"Compacted) 1,800 CY $ 3.00 $ 5,400.00 b.Creek Enhancements 1.Clean-Up 1,100 LF $ 3.65 $ 4,015.00 2.Rip-Rap 925 TN $ 46.25 $ 42,781.25 Total Schedule E $ 126,580.50 Description Quantity Unit Unit Cost Amount r,r l ,II�iili�lim,1141111/0 Y 1111( 1.Soil Preparation-Fine debris,removal,fine grade and fertilize a.Greens 116,600 SF $ 0.23 $ 26,818.00 b.Tees 95,420 SF $ 0.23 $ 21,946.60 c.Fairways 34 AC $ 1,385.00 $ 47,090.00 d.Rough 56 AC $ 1,385.00 $ 77,560.00 e.Native Area 13 AC $ 1,385.00 $ 18,005.00 f.Fescue Area 5 AC $ 1,385.00 $ 6,925.00 2.Grassing-Sod a.Green Surrounds(419 Bermudagrass) 5 AC $ 16,500.00 $ 82,500.00 b.Basins(419 Bermudagrass) 0.5 AC $ 16,500.00 $ 8,250.00 c.Basins(Tifton 10 Bermudagrass) 0.5 AC $ 16,500.00 $ 8,250.00 d.Tee Surrounds(419 Bermudagrass) 0.3 AC $ 16,500.00 $ 4,950.00 e.Tee Surrounds(Tifton 10 Bermudagrass) 2.1 AC $ 16,500.00 $ 34,650.00 f.Bunker Edges(Tifton 10 Bermudagrass) 2.1 AC $ 16,500.00 $ 34,650.00 g.4 ft.Ring around Fairway(Tifton io Bermudagrass) 3 AC $ 16,500.00 $ 49,500.00 h.Lake,Pond&Stream Edge(Tifton io Bermudagrass) 1 AC $ 16,500.00 $ 16,500.00 3.Grassing-Sprigging a.Greens(Miniverde Bermudagrass) 116,600 SF $ 0.64 $ 74,624.00 b.Tees(419 Bermudagrass) 95,420 SF $ 0.14 $ 13,358.80 c.Fairways(419 Bermudagrass) 28.2 AC $ 2,400.00 $ 67,680.00 d.Rough(Tifton 10 Bermudagrass) 47.3 AC $ 2,400.00 $ 113,520.00 4.Grassing-Seeding a.Native Grass 13 AC $ 1,400.00 $ 18,200.00 b.Fescue 5 AC $ 1,400.00 $ 7,000.00 Total Schedule F $ 731,977.40 I I 1 1 I l l,llll,lli II III 1 111 � lr/T,,, /��,,,,�,�,.,,X111'�O�Iy,�llA�l�l�,Jl>11r111111I1I1�Y1�1111111�111111�IfI�I,��f,�lI�IIIIIIlII11,11111��11�1111111111J 111111111IlIIIl�J1J1ll1,llUJJI1 11111111,III[IDIr71f1111�1111111111r11111111111NLfJl�rl��1�11�1�11011�11��1(�YII01`OIIOIIIIIIII��Yf1> �lll�lllllf111111I1Nl lyi 1111�11111111�1�1><�111�1�JI111�IV1111, 1.Eastern Red Cedar-12"Height,Min.2"Caliper 100 EA $ 345.00 $ 34,500.00 Total Schedule G $ 34,500.00 cx. 1�1 l I 1 l l l I1 1 ( ( I f I l 1 II l l l P l 1l � 11 III I I l �`i��:,,,�►r�„l�,�rt��� ����,�,'��,,,,t1 �1N(�'111111,i111NJllll�llllll�il�`llllfllN>Illllll1111111�1 101%1f�11111»lll llllll�l�l'�1111><1JJJ��J111>i111fff llfllllll>(('(((1I11f��ID111��i�1 1111101111JJ 111111rY1�11[K�%IaYy�11111111J11JJ99J1J,1111(I111111��1lIIIf1011llllllllll11111�11((11111111N11��1�6�1d11Vy,1Y�1111�111�'�i ,GWf 1.New Irrigation System a.Toro System $ 1,256,700.00 b.Rainbird System $ 1,308,918.00 c.Hunter System $ 1,257,700.00 OWNER'S CHOICE $ 1,256,700.00 Total Schedule H $ 1,256,700.00 p,,,, ll 1 1111 1 l J 1 I 1 I 1 � l , , , 11 101 1 1 1111111111 ,0 11110 J 1,, II r/11111.1111111,�f�ll%101,11011111 J1`�Y�,11 1 �lfl 11I1111101011111111111�11 i111111((((((((III11dI11111 ,l 1111111 Iil1 r ,111111111 ��,,,, ,��,.,/�lll���� �����f,r,,����11f1�"/�1110Y10Y111111111�/0011000,J11111111J111 1001�lYJJJJII)011�11J0'�I1IIXsl'�1laJ ll1'lJ,r ,�6,11�11�111O1�ID1OIIlOb�1/1L1 1111Mi1� Illl�rl IILJYI��11� l 1.Clean up,equipment removal 1 LS $ 11,560.00 $ 11,560.00 2.As-Built 1 LS $ 9,250.00 $ 9,250.00 Total Schedule 1 $ 20,810.00 lr l 1'11 11 Il J, ( l J,IIJJI>rI,/,JJlll l O�c(f(�ll,i1111111 I111111,0�11,1111,1>Ii111� �l!!l1�I1110111 lllrl/ll 1/0/111,1» ,ll>Tlll I>'1� � ,� „° PERFORMANCE&PAYMENT BOND $ 49,000.00 I ,a Rockwood Golf Course Itemized Alternates-REVISED Fort Worth,Texas August 13,2015 Description Quantity Unit Unit Cost Amount ALTERNATE'1'NURSERY_GREEN 1.Green Drainage a.4"Perforated Pipe 5,000 LF $ 4.90 $ 24,500.00 b.Vents/Cleanouts/Markers 4 EA $ 25.00 $ 100.00 2.Green Construction a.Mix 5,000 SF $ 2.50 $ 12,500.00 b.Pea Gravel 5,000 SF $ 0.55 $ 2,750.00 c.Barrier Liner 300 LF 1 $ 1.15 $ 345.00 d.Tracer Wire 300 LF $ 0.20 $ 60.00 3.Soil Preparation-Fine debris,removal,fine grade and fertilize a. Green 5,000 SF $ 0.23 $ 1,150.00 4.Grassing-Sprigging a.Green-(Miniverde Bermudagrass) 5,000 SF $ 0.64 $ 3,200.00 Total Add Alternate 1 $ 44,605.00 ALTERNATE 2'CONCRETEi CURB,CONSTRUCTION 1.Concrete Roll Curb 5,000 LF $ 4.65 $ 23,250.00 Total Add Alternate 2 $ 23,250.00 ALTERNATE 3 EXPAND CARTSTAGINGAREA .< 1.Concrete Cart Path 2,500 SF $ 2.80 $ 7,000.00 2.Concrete Roll Curb 100 LF $ 4.65 $ 465.00 Total Add Alternate 2 $ 7,465.00 ALTERNATE'4 SUBSTiTUTION:419,BERMUDAGRASS SOD 1.419 Bermudagrass Sprigs-Deduct 10 AC $ (2,400.00) $ (24,000.00) 2.419 Bermudagrass Sod-Add 10 AC $ 16,500.00 $ 165,000.00 Difference Alternate 4 $ 141,000.00 ALTERNATE 5 SUBSTITUTION TIFTON BERMUDAGRASS SOD 1.Tifton 10 Bermudagrass Sprigs-Deduct 10 AC $ (2,400.00) $ (24,000.00) 2.Tifton 10 Bermudagrass Sod-Add 10 AC $ 16,500.00 $ 165,000.00 Difference Alternate 5 $ 141,000.00 ALTERNATE'6 SUBSITUTION BUNKER LINKER 1.Sandtrapper II-Deduct 62,325 SF $ (1.40) $ (87,255.00) 2.Better Billy Bunker-Add 62,325 SF $ 2.05 $ 127,766.25 Difference Alternate 6 $ 40,511.25 i Description Quantity Unit Unit Cost Amount ALTERNATE 7,POND'AERIFICATION,SYSTEM " 1.Pond Aerification System-Holes 10&11 1.Aqua Master Air II System 1 EA $ 7,650.00 $ 7,650.00 2.Pond Aerification System-Holes 13&14 1.Aqua Master Air II System 1 EA $ 7,650.00 $ 7,650.00 Total Add Alternate 7 $ 15,300.00 ALTERNATE 8 TREE PLANTING 1.Live Oak-6"Caliper 10 EA $ 1,400.00 $ 14,000.00 2.Lacebark Elm-4"Caliper 15 EA $ 500.00 $ 7,500.00 3.Bur Oak-4"Caliper 15 EA $ 500.00 $ 7,500.00 4.Chinquapin Oak-3"Caliper 10 EA $ 375.00 $ 3,750.00 5.Shumard Red Oak-4"Caliper 15 EA $ 500.00 $ 7,500.00 Total Add Alternate 8 $ 40,250.00 ALTERNATES 9 GOLF COURSE SINAGE&TEE MARKERS 1.Tee Signs a.Cast Aluminum Tee Sign Unit 18 EA $ 800.00 $ 14,400.00 14"x 20"Cast Aluminum Tee Sign Plaque (including log,hole#,par&yardage) Decorative finial for 3"round post Yardarm mount(fully welded post,no fastners) 2.Directional Signs a.8"x 10"Cast Aluminum Directional Sign 10 EA $ 375.00 $ 3,750.00 -Includes on standard color and textured background) b.12"x 18"Cast Aluminum Directional Sign 2 EA $ 625.00 $ 1,250.00 -Includes on standard color and textured background) c.Directional Post Assembly Unit 12 EA Included Above -3"x 6"Fluted round aluminum post -Front Mount 3.Tee Markers a.6"x 4"Colorcore Tee Markers 200 EA $ 40.00 $ 8,000.00 -Double Sided Logo 4.Yardage Markers a.6"x 8"Cast Aluminum Yardage Marker-Premium 46 EA $ 180.00 $ 8,280.00 -Includes logo and yardage(in fairway) b.6"x 8"Cast Aluminum Yardage Maker-Premium -Includes logo and yardage(on each tee) 72 EA $ 180.00 $ 12,960.00 5.Ball Washer/Waste Receptacle a.Ball Washer 9 EA $ 385.00 $ 3,465.00 Par Aide Master Ball Washer 2"x 6"round aluminim post b.Standard Golf 9 Gallon Tapered Litter Caddie w/spike 18 EA $ 65.00 $ 1,170.00 6.Sprinkler Yardage Marker a.Anodized Fit-Over Disks(with front,middle,back yardages) 600 EA $ 7.60 $ 4,560.00 Total Alternate 9 $ 57,835.00 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page I of I 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 4 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 7 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 8 subcontracting goal is not applicable. 9 10 POLICY STATEMENT 11 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 12 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 13 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 14 15 MBE PROJECT GOAL 16 The City's MBE goal on this project is 18%of the total bid (Base bid applies to Parks and 17 Community Set-vices). Note: If both MBE and SBE subcontracting goals are established for this 18 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form 19 to be deemed responsive. 20 21 COMPLIANCE TO BID SPECIFICATIONS 22 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 23 required to comply with the intent of the City's Business Diversity Ordinance by one of the 24 following: 25 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 26 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 27 3. Good Faith Effort documentation, or; 28 4. Waiver documentation. 29 Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- 30 responsive. Any questions, please contact the M/WBE Office at(817)392-6104. 31 32 SUBMITTAL OF REQUIRED DOCUMENTATION 33 The applicable documents must be received by the Managing Department, within the following 34 times allocated in order for the entire bid to be considered responsive to the specifications The 35 Offeror shall deliver the MBE documentatio_n in persox>to the appropriate employee-of the Managing 36 Department and obtain adate/time recetpt. -Such receipt shaIIe evidence that the City received the 37 documentation in the time allocated. A faxed co �Yill,not be acce ted 1. Subcontractor Utilization Form, if goal received by 2:00 p.m., on the second City business days after is met or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 2:00 p.m., on the second City business days after Utilization Form, if participation is less the bid opening date, exclusive of the bid opening date. than stated goal: 3. Good Faith Effort and Subcontractor received by 2:00 p.m., on the second City business days after Utilization Form, if no MBE participation: the bid opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if firm received by 2:00 p.m., on the second City business days after will perform all subcontracting/supplier the bid opening date, exclusive of the bid opening date. work: 5. Joint Venture Form, if utilizing a joint received by 2:00 p.m., on the second City business days after venture to meet or exceed goal. the bid opening date,exclusive of the bid opening date. 38 END OF SECTION CITY OF FORT WORTH Rockwood Golf Course Re170Vat10)7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised April 17,2015 m -I ' Agreement � 9 Y ,. Page 1 of4 7 1 1M Ms. AGREEMENT THIS AGREEMENT, authorized on September 15,2015 is made by and between the City of Fort Worth, a Texas home rule municipality,acting by and through its duly authorized City Manager,("City"), and Heritage Links, a Division of Lexicon, Inc.,authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1.WORD. Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2.PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Rockwood Golf Course Renovation City Project Number: 01199 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 260 days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above,plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay(but not as a penalty), Contractor shall pay Five Hundred Dollars($500.00)for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 4. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of Four Million Four Hundred Eighty-eight Thousand Three Hundred Seven Dollars and Ninety Cents ($4,488,307.90,). Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: CITY OF FORT WORTH "d" p �;a% � � ;f ockwood ColfCoutse Retaovatiort STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 1 �Aa yf 'u� J „, zr Revised August 17,2012 � ���� ,,� ��� ,{ yy 01199 s -2 Agreement Page 2 of 4 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents(project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Commitment Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued,become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 01199 Revised August 17,2012 -3 Agreement Page 3 of 4 Article 6.INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include,without limitation,indemnity for costs,expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless,at its own expense,the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused,in whole or in part,by any act,omission or negligence of the city. 6.3 Notwithstanding anything contained in this article 6 or the General Conditions to the contrary,the maximum liability of Contractor for indemnification of City, its officers, servants and employees, from any cause or causes, shall not exceed$1,000,000 and the City hereby releases Contractor from any liability above such amount. Article 7.MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional,void or unenforceable by a court of competent jurisdiction shall be deemed stricken and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 01199 Revised August 17,2012 -4 Agreement Page 4 of 4 7.6 Other Provisions. The Contractor agrees to pay at least minimum wage per hour for all labor as the same is classified, promulgated and set out by the City, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 7.7 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties("Effective Date"). Cons ac for t SCI of ,-ort-W�rth B ., Susan Alanis By: el Assistant City Man (Si ature) Date l Attest: (Printed Name) City Se ret i (Seal) -,V ,5 Title: t Address: M&C 2 Date: l l City/State/Zip: a & i (y proved as to Form and Legality: A Date Douglas W. Black Assistant City Attorney JR0VAL 13E Pp "" Ric and Zavala D CTOR, Parks and Community Service ��ee I rr VV / pp i f CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 01199 Revised August 17,2012 r 006113-1 PERFORMANCE BOND Page I of 2 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 Bond Number 106329801 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we,Heritage Links, a Division of Lexicon, Inc., known as"Principal"herein and 8 Travelers Casualty and Surety Company of America , a corporate surety(sureties, if more than 9 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one 10 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 11 pursuant to the laws of Texas, known as "City"herein, in the penal sum of, Four Million Four 12 Hundred Eighty-eight Thousand Three Hundred Seven Dollars and Ninety Cents 13 ($4,48$30L 90), lawful money of the United States,to be paid in Fort Worth,Tarrant County, 14 Texas for the payment of which sum well and truly to be made,we bind ourselves, our heirs, 15 executors, administrators, successors and assigns,jointly and severally, firmly by these presents. 16 WHEREAS,the Principal has entered into a certain written contract with the City 17 awarded the 15th day of September,2015,which Contract is hereby referred to and made a pall 18 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 19 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 20 as provided for in said Contract designated as.Rockwood Golf Course Renovation ,C, jty 21 Project Number: 01199 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders, under the Contract,according to the plans, 25 specifications, and contract documents therein referred to,and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void,otherwise to remain in full force and effect. 28 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. �i � �ry CITY OF FORT WORTH Rbekwood Golf Course renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01199 Revised July 1,2011 f 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS W1IEREOF,the Principal and the Surety have SIGNED and SEALED S this instrument by duly authorized agents and officers on this the. 19th _day of October ,2015. 6 PRINCIPAL: 7 Heritage Links, a Division of Lexicon,Inc. 8 9 10 BY: 11 Signature 12 ATTEST: " 13 .- 1 S. . .°° Princi al ecretary Name and Title 16 f _ 17 Address: e9 e ..� 18 .. �r aac -7 20 21 Wit6ss asdo Princi al 22 SURETY: 23 Travelers Casualty and Surety Company of America 24 25 26 BY 27 Signature 28 29 Brenda Smith,Attorney-in-Fact 30 Name and Title 31 32 Address: One Tower Square,2SHS 33 Hartford CT. 06183 34 36 Witness as to urety Telephone Number: 860-277-2895 37 Mary K. Swan 38 39 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44I j " 0 CITY OF FORT WORTH Rockwood Golf Course renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01199 Revised July 1,2011 0061 14-1 PAYMENTBOND Page I of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 Bond Number 106329801 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Heritage Links, a Division of Lexicon,Inc. known as 9 "Principal" herein, and Travelers Casualty and Surety Company of America a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Four Million Four Hundred Eighty-Eight Thousand 13 in the penal sum of Three Hundred Seven Dollars and Ninety Cents Dollars 14 ($ 4,488,307.90 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 15th day of September , 2015 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as Rockwood Golf Course Renovation, Project No. 01199. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect, 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 U'�,afk r,;I /',, A r. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1,2011 0061 14-2 PAYMENTBOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 19th day of 3 October 2015 4 PRINCIPAL: Heritage Links,a Division of Lexicon, Inc. ATTEST: BY: Signature V00 .......{Prmci Secretary Name and Title Address: giod Rke 6ft- Witiless as ilo'frincipal SURETY: Travelers Casualty and Surety Company of America dATTEST: Signature See Power of Attorney Brenda Smith,Attorney-in-Fact (Surety) Secretary Name and Title Address: One Tower Square, 2SHS Hartford,CT. 06183 Witness as to 84rety Mary K. Swan Telephone Number: 860-277-2895 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 (`)v F 11'G �1111''111'11!6111,1311 YX CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1,2011 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ....................... IIWGAIO .......!WA.. .......... ................. POWER OF ATTORNEY TRAVELERS,J Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 228086 Certificate No. 006230782 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United State" Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized tinder the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint John Gerety,Dianne Cowan,Brenda Smith,Mary K. Swan,Fred B. Stone,Kelly Childers,and Joel R. Styles of the City of Little Rock State of Arkansas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law, IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 14th day of January 1 2015 . Farmington Casualty Company St.Paul Mercury Insurance Company 4 Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company ."OVOR A 0� 5� 1951 = S E b S E A L 0 A W11-0 ""'s State of Connecticut By: City of Hartford ss. Robert L.Raney, euior Vice President On this the 14th day of January 2015 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as Such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. C,.T I In Witness Whereof,I hereunto set my hand and official seal. TAJ? My Commission expires the 30th day of June,2016. L%ej Ar i Made C.Tetreault,Notary Public NA yyh 4�* % X 58440-8-12 Printed in U.S.A. 11 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 1reNWtt"hiWM1XYa.VUI R : IAIWII I.�.I AIAIIIill ... III.YIIIII lAllil➢, AIIIL:.III... fl1RRR fIIU1111 I LIfL11A.911Ar1p/ttDD 1AA4Ml IlY1mMAIIINPIII1ThYf RIYI///IDt MKRIIIIIIIUkVd/?r (IIONMrrMri(1i➢WfMnMIJfi51AlUdIIN!HIIImIWmll!�Y/NIIWIUA@#WIICIAIIAA'.ti"WINI'SGI1NIGk/61mlIIku11k1MbII;WYAl111ll1111@ VIII!41P^:4'wiWVUUNOdNI1Wl I18NiJiC!MIk411N�W(TiIJn`lVfwOPNYdiiti➢""NIbIININ14.11N160Y�AmPN.14N1610r.¢OWVpAW imWOl�fiflAR1WY WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury hnsurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of ,20 Kevin E.Hughes,Assistant Secr tary pA5UA�T J FIRE 4�� t�pri Iks,G ....�INSURr.,,••. JP TY Ary0 �MyA glfp�0 ��,vtY� 1..5 � �(1 ® * 'y CIP.�@I mu �R FOR POAA>CtM� ��' RPOR4T:m•° � a o t 9 a z o � 1951 � � � l �f S E K L 1 m 'a; ..._ .�; W HARTFORD• •e s H�Fa� � °trim S$ALo eOddN. ` CONt 1896 w Lycra' beq• co. �`., o, o•. r $o \ J ...........'D.{�,r �''S�v.•.. a° s a — J/'tYl pAlk '°°'•S,�••hA e•,� aia 1 'v9 �� To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. 1 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER mraruu.r.uv, xnm.r.raer.... umwrrm ....nrxver r.r.mrrir.u.. rr.nrrcn. urvviercraiuuAarnrmiiivirrnunnnrnrrrrrnirmrcrrrmnuum auaocvmuumi.:�rurr.�an�,nsn roudiinrnuau.umuaammnrrurrarirou>nwmm�rr uumrmr nrcnKar.rrcuauasuurxrm�um.vrrcrcuuimuxixwniairunummurcrrtrraairrcvrwuanceniewiuurtnw;rwrut uxrxrurxr��rnvn�un..�xun..renm�e�tiw;�c�m�mr�mo��m�mmnuosra�mmre�m�reommamsm uu m�maon�rmunwol 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 Bond Number 106329801 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Heritage Links, a Division of Lexicon,Inc., known as"Principal'herein and 9 Travelers Casualty and Surety Company of America ,a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas,known as "Surety"herein(whether one 11 or more), are held and firmly bound unto the City of Fort Worth,a municipal corporation created 12 pursuant to the laws of the State of Texas,known as "City"herein, in the sum Four Million Four 13 Hundred Eighty-eight Thousand Three Hundred Seven Dollars and Ninety Cents 14 ($4,488,307.90) lawful money of the United States,to be paid in Fort Worth,Tarrant County, 15 Texas,for payment of which sum well and truly be made unto the City and its successors,we 16 bind ourselves,our heirs, executors, administrators,successors and assigns,jointly and severally, 17 firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the 15th day of September,2015,which Contract is hereby referred to and a made part hereof 21 for all purposes as if fully set forth herein,to furnish all materials, equipment labor and other 22 accessories as defined by law, in the prosecution of the Work, including any Work resulting from 23 a duly authorized Change Order(collectively herein,the"Work")as provided for in said contract 24 and designated as Rockwood Golf Course Renovation. City Project Nurnber:01199; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain fi-ee worn defects in materials or workmanship for and during the period of two (2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 k-, CITY OF FORT WORTH Rockwood GoffCourse Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENT§ � 01199 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work,for which timely notice was provided by City,to a completion 3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Foil 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01199 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHERE OF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 19th day of October 2015. 3 4 PRINCIPAL.,: 5 Heritage Links,a Division of Lexicon,Inc. 6 7 8 BY: 9 Signature 10 ATTEST: 11 � ^� r� 12 M � 13 Pri'iicip� ecretary Name and Title 14 / 15 Address: 16 e A-dKo 1 8 .. ",', 19 Wi ss as Principal 20 SURETY: 21 Travelers Casualty and Surety Company of America 22 23 24 B Y\ 25 --Signature 26 27 Brenda Smith,Attorney-in-Fact 28 ATTEST: Name and Title 29 30 See Power of Attorney Address: One Tower Square,2SHS 31 (Surety) Secretary Hartford CT. 06183 32 33 34 Witness as to Surety Telephone Number: 860-277-2895 35 Mary K. Swan 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 F CITY OF FORT WORTH Roc/nvood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01199 Revised July 1,2011 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSJFarmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 228086 Certificate No. 006230775 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,Constitute and appoint John Gerely,Dianne Cowan,Brenda Smith,Mary K. Swan,Fred B.Stone,Kelly Childers,and Joel R. Styles of the City of Little Rock State of Arkansas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in then-business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrurnent to be signed and their corporate seals to be hereto affixed,this 14th day of January _ -, 2015 . Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company 0 RA,-j, -S S E A L ,..SEAL State of Connecticut By: City of Hartford ss. Robert L.Raney, enior Vice President On this the 14th day of January _2015 ,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. T4)? My Commission expires the 30th day of June,2016. 0 R rrtt Marie C.Tetreault,Notary Public C 'N iil .'y tdrrli+n ( F Ll X, 58440-8-12 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER NP7MIII IYI: ;NMPINIIYttWNiWY)WN PIH!llYYY ...11111111f k.0/!.lLf{I/%/fl//({{{l//ll//II%Yl/{YIUfIfU l 6.IIIIIIIII II Df.Yl llll ../l!/i.'l1 '' 1111V IW1 l Ifff11111111141JI YlY{fNl+flrl blFRlll(III U&1114NIUIN tYIYMY�iNVIJYYMUIVNAOPN „118!MWtl i4'RViIJUNAN�0.APNfi%NIMWiPiA11YNtlNV11@ OhC,NPAVbtIIM4rt11MI11tld11AM lnAMUF1MNnTVPod AO @MM!,M:9�WTg61`W�N41`UN1A H4111k1M1PIHINIIIHNI 'VIWI LVI.!P/IIIAIIItlltlll lilAlll WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER .,is Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St. Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of " 20 .r Kevin E.Hughes,Assistant Seci tart' (DOE)y4�� ;F1RE q°�w��W \PN IySG '"11N3Uq"".. Jp�FY ANp 1Np`�OAA4 ��Y'"vJ 1 �.pb'm'"P, c ,: ,,�Y• Qo:-.......,;yr o°a•••.......•vy:_ P s� tF � ,�\o �ICOIt � m �y�ORPOAA)''� jP.`RFORgr'njni 4 977 PDRAT87 E l a:cA ._ f1 = RC �p � �:, i� �� .o' a HARTFORD. HARPFORd74 i 959 ? S E A L i 0 o. 1 ' SHAL d �� �as<r• ce GO._ b, To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER onlu'.umnmrwnllaYpnomal»m'mrvmrwmllllllllllrmmm/n111rlllmrmlufmnr ymmvrfrn 1 urrrrrure emm�r. f//i /rrmmmnm u.a,.Y.m xx�mr mu/r/mrmmuol/u�lr r m{.umm.: /r/Iml.rluoiuw nYUVnu/mruilurxrmirrvrr. I {mmnlrmrrnmmu,uvsnlmmnrrYlmeuwr{uvwneilurlram�ttYwm'mvkm✓mrrumlomumunxwnulvnxmYrmx"luurcxxlelwlulolunumwnrmxierororurtiDtiommu!m�wlulwuwmmniu'.'. DATE(MM/DD/YYYY)ACORL> CERTIFICATE OF LIABILITY INSURANCE ll... 10/28/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Regions Insurance, Inc. NAME: 1500 Riverfront Drive PHONE FAX Little Rock, AR 72202 A/c No.Ext: 501-661-4800 A/c No): E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# http://www.regions.com/rig.rf INSURERA: American Contractors Ins.Co.RRG 12300 INSURED INSURER B: ACIG Insurance Company 19984 Lexicon, Inc. P.O. Box 16390 G.M.F. INSURER C: Steadfast Insurance Company 26387 P.O. B Little Rock AR 72231-6390 INSURER D: Great American Assurance Company 26344 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 27090963 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A / COMMERCIAL GENERAL LIABILITY GL15000032 6/1/2015 6/1/2016 EACH OCCURRENCE $ 10,000,000 CLAIMS-MADE ✓ OCCUR GL15B00032(GLXS) 6/1/2015 6/1/2016 DAMAGE PREMISES TO RENTED 100,000 Ea occurrence $ GL15C00032(GLXS) 6/1/2015 6/112016 5,000 ✓ Contractual Liability XS15D00032(GLXS) 6/1/2015 6/1/2016 MED EXP(Any one person) $ ✓ XCU Hazards Included for COv. PERSONAL&ADV INJURY $ 10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 POLICY ✓]JECT [_i] LOC PRODUCTS-COMP/OP AGG $ 10,000,000 OTHER: $ A AUTOMOBILE LIABILITY AL15000010 6/1/2015 6/1/2016 Ea accitleDtSINGLE LIMIT $ 5,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED SELF INSURED FOR AUTO V/ AUTOS INJURY(Per accident) $ AUTOS AUTOS PHYSICAL DAMAGE NON-OWNED PROPERTY DAMAGE $ Y/ HIRED AUTOS ✓ AUTOS Peraccdent $ D UMBRELLA LIAB / OCCUR EXC3106584 6/112015 6/1/2016 EACH OCCURRENCE $ 5,000,000 ✓ EXCESS LIAB CLAIMS-MADE (Follow Form Excess over AGGREGATE $ 5,000,000 DED ✓ RETENTION$NI) Gen.,Auto&Empl.Liab.) $ B WORKERS COMPENSATION WCA000002715 6/1/2015 6/1/2016 y/ STATUTE OERH AND EMPLOYERS'LIABILITY Y/N WCA000007215 ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ 1,000,000 OFFICER/M EMBER EXCLUDED? NIA WCA000010915 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEO$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 C Contractor's Professional and EOC3999331-03 6/112015 6/1/2016 Per Claim$10,000,000 Pollution Liability 'Aggregate$10,000,000 (See attached remarks.) DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project: Rockwood Golf Course CERTIFICATE HOLDER CANCELLATION Clty Of FOIL Worth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1000 ThrOCklllOrtOn 5t. �I ', "'71"," ) ACCORDANCE WITH THE POLICY PROVISIONS. Fort Worth TX 76102 + PIt ` �` i1 I Pik ( iF AUTHORIZED REPRESENTATIVE w "' I 1 tlJtnti�- ol�(?� Dianne Cowan ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 27090963 I LEXIC-1 I 2015.Lexicon.51aster I Dianne Cowan 1 10/28/2015 2:33:04 PM (CDT) I Page 1 of 7 AGENCY CUSTOMER ID: LEXICA LOC#: A�® ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Lexicon,Inc. Regions Insurance,Inc. P.O.Box 16390 G.M.F. POLICYNUMBER Little Rock AR 72231-6390 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE:Certificate of Liability(01/14) HOLDER: City of Fort Worth ADDRESS:1000 Throckmorton St.Fort Worth TX 76102 Lexicon, Inc - Named Insureds Lexicon, Inc. Schueck Steel Company Custom Metals Mill Services Company Prospect Steel Company Prospect Machine Company Schueck Fabrication Company Heritage Links P&S Auto If required by written contract, the certificate holder, its officers, employees and servants are included as Additional Insureds on a primary and non-contributory basis with respect to General Liability and Auto Liability. If required by written contract, a Waiver of Subrogation is provided in favor of the certificate holder, its officers, employees and servants on the General Liability, Auto Liability and Workers' Compensation. Excess Liability follows form. If required by written contract, the certificate holder, its offricers, employees and servants are included as additional insureds on a primary and non-contributory basis with respect to contractor's pollution liability. *Professional/Pollution Aggregate Limit is total insurance available for all claims presented within the policy period for operations of the insured. Limit will be reduced by payments of indemnity and/or expenses. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ADDENDUM 27090963 1 LEXIC-1 I 2015.Lexicon.Master I Dianne Cowan 1 10/28/2015 2:33:04 PM (CDT) I Page 2 of 7 TEXAS WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY WC 99 03 04 (Ed.04-07) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver. This waiver does not extend to the statutory right of reimbursement from a claimant who recovers any amount under Section 417.002 of the Texas Labor Code. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person organization ( X } Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. This waiver does not extend to the statutory right of reimbursement under Section 417.002 of the Texas Labor Code. 2. Operations: CONSTRUCTION AND RELATED CONSTRUCTION RELATED WORK ALL TEXAS OPERATIONS 3. Premium The premium charge of this endorsement shall be 2 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s) arising out of the operations described. 4. Minimum Premium $0 5. Advance Premium $0 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effectiv0/1/2015 Policy No WCA000007215 Endorsement No. Insured:Lexicon Holding Company L�y� t S�mium$ Insurance Company:ACIG Insurance Company Countersigned by WC 99 03 04 (Ed. 04-07) 27090963 1 LEXIC-1 12015.Lexicon.b1aster I Dianne Cowan 1 10/28/2015 2:33:04 PM (CDT) I Page 3 of 7 444 ADDITIONAL INSURED This endorsement modifies insurance provided under the following: { BUSINESS AUTO LIABILITY COVERAGE PART Any person or organization you are required by contract to include as an additional insured on this policy Is an i "insured"but only with respect to liability arising out of the ownership, maintenance or use of an"auto"in the k operations incidental to the contract and to the extent set forth below: I (1) The limit of insurance will not be greater than that required by such contract. (2) The coverage provided to the additional insured will not be greater than that customarily provided by the policy forms specified in and required by the contract. (3) All Insuring agreements,exclusions and conditions of this policy will apply. (4) In no event shall the coverage or limit of insurance in this coverage form be increased by such contract. WHERE SPECIFICALLY REQUIRED BY CONTRACT, IT IS FURTHER UNDERSTOOD AND AGREED THAT THE INSURANCE PROVIDED BY THIS ENDORSEMENT IS PRIMARY, OTHER INSURANCE THE ADDITIONAL INSURED PURCHASES.ON ITS OWN BEHALF SHALL APPLY AS EXCESS OF,AND DOES NOT CONTRIBUTE, WITH THE INSURANCE PROVIDED BY THIS ENDORSEMENT. HOWEVER,THIS INSURANCE IS ALWAYS EXCESS TO OTHER APPLICABLE INSURANCE,WHETHER PRIMARY, EXCESS, CONTINGENT OR ON ANY OTHER BASIS,WHEN THE ADDITIONAL INSURED HAS BEEN ADDED TO THE OTHER INSURANCE AS AN ADDITIONAL INSURED. Nothing herein contained shall be held to vary,after,waive or extend any of the terms, conditions,provisions, agreements or limitations pf the mentioned Policy,other than as above stated, i r • f This endorsement changes the policy to which It Is attached and is effective on the date Issued unless otherwise stated, (The Information below Is required only when this endorsement Is Issued subsequent to preparation of the policy,) ' Endorsement Effective: 6/1/2015 Policy No,: AL15000010 Endorsement No.:11 Policy Effective: 6/1/2015 Premium$ Insured: Lexicon Holding Company. i Insurance Company: American Contractors Insurance.Company Risk Retention Gr �� Counters• i i�W- 27090963 LEXIC-1 12015.Lexicon.Master i Dianne Cowan 10/28/2015 2:33:04 PM (CDT) i Page 4 of 7 404 ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: I Any person or organization that you have agreed to and/or are required by contract to name as an additional insured. It is hereby understood and agreed WHO IS AN INSURED (Section 11)is amended to Include as an Insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work"for that insured by or for you. With respect to these additional insureds,this insurance does not apply to"b-;d€iy injury,""property damage"or "personal and advertising Injury'arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving or failure to prepare or approve maps,drawings,opinions, reports, surveys, change orders,designs or specifications;or (2) Supervisory, inspection or engineering services. This endorsement shall not apply to a person or organization if any other additional insured endorsement attached to this policy specifically applies to that person or organization. The insurance afforded herein only applies to the extent permitted by applicable state law, including statutes governing additional insured coverage in the construction industry. WHERE SPECIFICALLY REQUIRED BY.CONTRACT, IT IS FURTHER UNDERSTOOD AND AGREED THAT THE INSURANCE PROVIDED BY THIS ENDORSEMENT IS PRIMARY. OTHER INSURANCE THE ADDITIONAL INSURED PURCHASES ON ITS OWN BEHALF SHALL APPLY AS EXCESS OF,AND DOES NOT CONTRIBUTE, WITH THE INSURANCE PROVIDED BY THIS ENDORSEMENT. HOWEVER,THIS INSURANCE IS ALWAYS EXCESS TO OTHER APPLICABLE INSURANCE,WHETHER PRIMARY, EXCESS,CONTINGENT OR ON ANY OTHER BASIS,WHEN THE ADDITIONAL INSURED HAS BEEN ADDED TO THE OTHER INSURANCE AS AN ADDITIONAL INSURED. Nothing herein contained shall be held to vary,alter,waive or extend any of the terms, conditions, provisions, agreements or limitations of the mentioned Policy,other than as above stated. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below Is required only when this endorsement is Issued subsequent to preparation of the policy.) Endorsement Effective:6/1/2015 Policy No.: GL15000032 Endorsement No.:9 Policy_Effective:� 61/2015 Premium$ Insured: Lexicon Holding Company � Insurance Company: American Contractors Insurance Company Risk Retention Grou Countersign d y I i 27090963 1 LEXIC-1 I 2015.Lexicon.Master I Dianne Cowan 1 10/28/2015 2:33:04 PM (CDT) I Page 5 of 7 441 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US I This endorsement modifies insurance rovided under the following: p , BUSINESS AUTO LIABILITY COVERAGE PART i i I The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition(Section III-BUSINESS AUTO CONDITIONS)is amended by the addition of the following: 'All rights of recovery against others are waived hereunder to the extent required by contract executed prior to "accident"or"loss"and with respect to such Insurance provided by this policy. Nothing herein contained shall be held to vary;alter,waive or extend any of the terms,conditions, provisions, agreements or limitations of the mentioned Policy, other than as above stated, I I I I This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The Information below Is required only when this endorsement is Issued subsequent to preparation of the policy.) Endorsement Effective:6/1/2015 Policy No.: AL15000010 Endorsement No.: 12 Policy Effective: 6/1/2015 Premium$ Insured: Lexicon Holding Company Insurance Company: American Contractors Insurance Company Risk Retention Group Countersign d 27090963 I LEXIC-1 2015.Lexicon.Master I Dianne Cowan 10/28/2015 2:33:04 PM (CDT) I Page 6 of 7 205 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY This endorsement modifies'insurance provided under the following: COMMERCIAL.GENERAL.LIABILITY COVERAGE PART SCHEDULE Name of Person(s)or Organization(s): Any person or organization for whom you have agreed by written contract to furnish this waiver. The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section 1V—COMMERCIAL. GENERAL.LIABILITY CONDITIONS)is amended by the addition of the foflowing: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the"products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. Nothing herein contained shall be held to vary, alter,waive or extend any of the terms, conditions, provisions, agreements or limitations of the mentioned Policy,other than as above stated. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The Information below Is required only when this endorsement is Issued subsequent to preparation of the policy.) I Endorsement Effective:6/1/2015 Policy No.: GL15000032. Endorsement No.:16 Policy Effective: 6/1/2015 Premium$ I Insured: lexicon Holding Company ! Insurance Company: American Contractors insurance Company Risk Retention Grou Countersig y. 27090963 I LEXIC-1 12015.Lexicon.Master I Dianne Cowan 1 10/28/2015 2:33:04 PI-1 (CDT) I Page 7 of 7 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT { CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms............................................................................................................................... l 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 —Contract Documents: Intent, Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5—Bonds and Insurance .....................................................................................................................16 5.01 Licensed Sureties and Insurers ...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence............................................................................................... 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 6.02 Labor; Working Hours................................................................................................................20 6.03 Services,Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..:*************.......... 34 6.24 Nondiscrimination.......................................................................................................................35 Article 7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Representative .....................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work ..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 General Conditions Page 2 of 63 13. Change Order=A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney— The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations, or agreements, whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 General Conditions Page 1 of 63 ARTICLE 1 –DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzscnw–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays.......................................................................................................................................... 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................ 55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Tenninate For Convenience....................................................................................... 60 Article16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 General Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as =' directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 1 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemtxr2l. 2012 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if. 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.- 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points GA Contractor shall provide engineering surveys to establish reference points for construction. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized.• Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21. 2012 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for tinhom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's oi4,n negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l_ 2012 General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury., occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability k policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as s otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 24 of 63 • 1• G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 25 of63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Dirty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the .fullest extent permitted by Lcnvs and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxfonns/93-fonns.htrnl 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Pave 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC]FCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor firrther agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 35 of63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Appro>>als City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decernber2l. 2012 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. £ The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.I or specifically covered by Paragraph 11.0LAA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.OLA and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Alloivances A. Specified Alloii,ance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Alloii ances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if. 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l_ 2012 General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l_ 2012 General Conditions Pa.-e 43 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l_ 2012 General Conditions Page 53 of 63 B. Revietih of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORTWORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due. 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been fiirnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 57 of63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l. 2012 General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 00 73 00 - 2 SUPPLEMENTARY CONDITIONS Page 2 of 5 SC-4.01 A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: NONE The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: NONE SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Colligan Golf Design (3) Other: Irrigation Planning & Design SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Rockwood Golf Course Renovation Project No. 01199 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 5 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" 5.0413. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2, 000, 000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injury per person / $500, 000 Bodily Injury per accident / $100,000 Property Damage SC-6.04., "Project Schedule" Project schedule shall be tier <1, 2, 3, 4, or 5> for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: A Prevailing Wage rate tahle is provided in the Appendix of this document. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 007300-5 SUPPLEMENTARY CONDITIONS Page 4 of 5 SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. N01 2. Building Permit, Grading Permit, Tree Removal Permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: NONE SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work SC-8.01, "Communications to Contractor" SC-9.01., "City's Project Representative" Coordination Authority The following firm is a consultant to the City responsible for construction management of this Project: 1210100 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Rockwood Golf Course Renovation Project No. 01199 I SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" 7 8 NONE 9 10 END OF SECTION 007300-7 SUPPLEMENTARY CONDITIONS Page 5 of 5 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised April 1, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 1100 SUMMARY OF WORK 01 11 00- 1 SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 01 11 00-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0125 00 SUBSTITUTION PROCEDURES 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 I b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised .luly 1, 2011 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] ►& 30 31 END OF SECTION Revision Log IDATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1. 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: M 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Rockwood Golf Course Renovation Project No. 01199 I 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING 01 31 19 - 1 PRECONSTRUCTION MEETING Page] of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised August 17, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 . Rockwood Golf Course Renovation Project No. 01199 01 31 19 -3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log IDATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised August 17, 2012 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY SECTION 013120 PROJECT MEETINGS 01 31 20- 1 PROJECT MEETINGS Page I of 3 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 2011 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. hi general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings l . Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July L 2011 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 A 13 14 15 16 17 18 19 20 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 23 24 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Rockwood Golf Course Renovation Project No. 01199 01 32 16- 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised .luly I, 2011 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised .luly 1, 2011 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 I D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing tilne limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack tilne is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 I c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 17 18 END OF SECTION IRevision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I. 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised .Lily 1. 2011 4 01 3233 -2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I, 2011 01 33 00 - 1 SUBMITTALS Page I of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTI-1 Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20.2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTI I Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 33 00-5 SUBMITTALS Page 5 of 8 I a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 l) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 01 33 00-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20. 2012 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 5 01 33 00 - 8 SUBMITTALS Page 8 of 8 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 35 13- 1 SPECIAL PROJECT PROCEDURES Page I of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 [Text in Blare is for information or guidance. Remove all blase text in the final project document.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. [Coordination with North Central Texas Council of Governments Clean 20 Construction Specification [remove if not required]) 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: I ) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagtnen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01 199 Revised December 20, 2012 0135 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. hnsulating cage -type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company (example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as "AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May I through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 33 with the National Weather Service, will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. 38 2) However, the Contractor may begin work prior to 10:00 a.m. if: 39 a) Use of motorized equipment is less than 1 hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting", or 41 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives, Drop Weight, Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 01 31 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed, obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition, the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis, prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No (CPN) 35 c) Scope of Project (i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 1. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Dust Control Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. MI. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean Construction Specification [if required for the project — verify with City] 1. Comply with equipment, operational, reporting and enforcement requirements set forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson LWIM]DRIX414N7Z1 Revision Log SUMMARY OF CHANGE 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.> m Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01 199 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 014523-I TESTING AND INSPECTION SERVICES Page I of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Rockwood Golf Course Renovation Project No. 01199 01 50 00 - 2 "TEMPORARY FACILITIES AND CONTROLS Page 2 of4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 1 2 3 4 5 8 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RevisedJuly L 2011 Rockwood Golf Course Renovation Project No. 01199 01 55 26 - I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Rock%vood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 57 13-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division I — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised .lulu L 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 57 13 -2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 l B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 1 ] PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 I 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0158 13 TEMPORARY PROJECT SIGNAGE 015813-I TEMPORARY PROJECT SIGNAGE Page I of 3 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENfS Project No. 01199 Revised July I, 2011 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/a-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD JOR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I, 2011 01 60 00 - 1 PRODUCT REQUIREMENTS Pagel of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 6000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20.2012 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 I SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Rock-Nvood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1. 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 I SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.I .A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 7000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section I.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE Page 4 of Rockwood Golf Course Renovation Project No. 01 199 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page I of 4 SECTION 017123 CONSTRUCTION STAKING AND SURVEY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 71 23 -2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the Contractor. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No_ 01199 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 01 71 23 -4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME I 8/31/2012 D.Johnson END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 01 7423- 1 CLEANING Page 1 of 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01 199 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 7423 -3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 1 2 3 4 5 6 7 10 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION ' Revision Log ' DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Rockwood Golf Course Renovation Project No. 01 199 01 77 19- 1 CLOSEOUT REQUIREMENTS Page I of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 W 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 7423. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Rockwood Golf Course Renovation Project No. 01 199 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of3 Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE ►Q CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I, 2011 01 7823 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) I c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x I 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01 199 Revised December 20, 2012 01 7823 -2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 7823 -3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 J. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 01 7823 -5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson 1.5.A.1 — title of section removed 8 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page I of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Drainage As-Builts 10 c. Irrigation As-Builts 11 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised .lulu 1. 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 P 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Rockwood Golf Course Renovation Project No. 01199 1 2 3 PART1- GENERAL 4 1.1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1.2 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0241 13- 1 SELECTIVE SITE DEMOLITION Page I of 5 SECTION 02 41 13 SELECTIVE SITE DEMOLITION SUMMARY A. Section Includes: 1. Removing Cart Path 2. Removing Asphalt Road 3. Removing driveways 4. Removing fences 5. Removing guardrail 6. Removing rip rap 7. Removing miscellaneous concrete structures 8. Disposal of removed materials B. Deviations this from City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 31 23 23 — Borrow PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Remove Cart Path: Measure by square foot. b. Remove Asphalt Road c. Remove Driveway: measure by the square foot by type. d. Remove Fence: measure by the linear foot. e. Remove Guardrail: measure by the linear foot along the face of the rail in place including metal beam guard fence transitions and single guard rail terminal sections from the center of end posts. f. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot g. Remove Miscellaneous Concrete Structure: measure by the lump sum. 2. Payment CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No, 01199 Revised December 20. 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 13 - 2 SELECTIVE SITE DEMOLITION Page 2 of 5 a. Remove Cart Path: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts as a wall footing) shall be paid as sidewalk removal. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. b. Remove Driveway: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to remove improved driveway by type. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. c. Remove Fence: full compensation for removal, hauling, disposal, tools, equipment, labor and incidentals needed to remove fence. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. d. Remove Guardrail: full compensation for removing materials, loading, hauling, unloading, and storing or disposal; furnishing backfill material; backfilling the portholes; and equipment, labor, tools, and incidentals. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. e. Remove Rip Rap: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. f. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. 1.3 REFERENCES A. Definitions 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit pavers. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01 199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 0241 13 - 3 SELECTIVE SITE DEMOLITION Page 3 of 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Fill Material: See Section 3123 23. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 REMOVAL A. Remove Cart Path 1. Remove cart path to nearest existing dummy, expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3A.K. B. Remove Driveway 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 3A.K. 2. Remove drive to nearest existing dummy, expansion or construction joint. 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction joint on existing sidewalk. Rock-Nvood Golf Course Renovation Project No. 01199 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 0241 13 -4 SELECTIVE SITE DEMOLITION Page 4 of 5 E. Remove Fence 1. Remove all fence components above and below ground and backfill with acceptable fill material. 2. Use caution in removing and salvaging fence materials. 3. Salvaged materials may be used to reconstruct fence as approved by City or as shown on Drawings. 4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced areas during construction operation and while removing fences. F. Remove Guardrail 1. Remove rail elements in original lengths. 2. Remove fittings from the posts and the metal rail and then pull the posts. 3. Do not mar or damage salvageable materials during removal. 4. Completely remove posts and any concrete surrounding the posts. 5. Furnish backfill material and backfill the hole with material equal in composition and density to the surrounding soil unless otherwise directed. 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- foot below the new subgrade elevation and leave in place along with the dead man. G. Remove Rip Rap 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. H. Remove Miscellaneous Concrete Structure 1. Remove portions of miscellaneous concrete structures including foundations and slabs that do not interfere with proposed construction to 2 feet below the finished ground line. 2. Cut reinforcement close to the portion of the concrete to remain in place. 3. Break or perforate the bottom of structures to remain to prevent the entrapment of water. K. Sawcut 1. Sawing Equipment a. Power -driven b. Manufactured for the purpose of sawing pavement c. In good operating condition d. Shall not spall or fracture the pavement to the removal area 2. Sawcut perpendicular to the surface completely through existing pavement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 SECTION 02 41 15 PAVING REMOVAL 3 PARTI- GENERAL 4 1.1 SUMMARY 0241 15- 1 PAVING REMOVAL Page I of 6 5 A. Section Includes: 6 1. Removing concrete paving, asphalt paving and brick paving 7 2. Removing concrete curb and gutter 8 3. Removing concrete valley gutter 9 4. Milling roadway paving 10 5. Pulverization of existing pavement 11 6. Disposal of removed materials 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division 1 - General Requirements 17 3. Section 32 11 33 - Cement Treated Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Remove Concrete Paving: measure by the square yard from back-to-back of 22 curbs. 23 b. Remove Asphalt Paving: measure by the square yard between the lips of 24 gutters. 25 c. Remove Brick Paving: measure by the square yard. 26 d. Remove Concrete Curb and Gutter: measure by the linear foot. 27 e. Remove Concrete Valley Gutter: measure by the square yard 28 f. Wedge Milling: measure by the square yard for varying thickness. 29 g. Surface Milling: measure by the square yard for varying thickness. 30 h. Butt Milling: measured by the linear foot. 31 i. Pavement Pulverization: measure by the square yard. 32 j. Remove Speed Cushion: measure by each. 33 2. Payment 34 a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling, 35 disposal, tools, equipment, labor and incidentals needed to execute work. For 36 utility projects, this Item shall be considered subsidiary to the trench and no 37 other compensation will be allowed. 38 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, 39 disposal, tools, equipment, labor and incidentals needed to execute work. For 40 utility projects, this Item shall be considered subsidiary to the trench and no 41 other compensation will be allowed. For utility projects, this Item sliall be 42 considered subsidiary to the trench and no other compensation will be allowed. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 024115-2 PAVING REMOVAL Page 2 of 6 1 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging, 2 cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to 3 execute work. For utility projects, this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal, 6 hauling, disposal, tools, equipment, labor and incidentals needed to execute 7 work. For utility projects, this Item shall be considered subsidiary to the trench 8 and no other compensation will be allowed. 9 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, 10 hauling, disposal, tools, equipment, labor and incidentals needed to execute I 1 work. 12 f. Wedge Milling: full compensation for all milling, hauling milled material to 13 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 14 to execute the work. 15 g. Surface Milling: full compensation for all milling, hauling milled material to 16 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 17 to execute the work. 18 h. Butt Milling: full compensation for all milling, hauling milled material to 19 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 20 to execute the work. 21 i. Pavement Pulverization: full compensation for all labor, material, equipment, 22 tools and incidentals necessary to pulverize, remove and store the pulverized 23 material, undercut the base, mixing, compaction, haul off, sweep, and dispose 24 of the undercut material. 25 j. Remove speed cushion: full compensation for removal, hauling, disposal, 26 tools, equipment, labor, and incidentals needed to execute the work. For utility 27 projects, this Item shall be considered subsidiary to the trench and no other 28 compensation will be allowed. 29 k. No payment for saw cutting of pavement or curbs and gutters will be made 30 under this section. Include cost of such work in unit prices for items listed in 31 bid form requiring saw cutting. 32 1. No payment will be made for work outside maximum payment limits indicated 33 on plans, or for pavements or structures removed for CONTRACTOR's 34 convenience. 35 1.3 REFERENCES 36 A. ASTM International (ASTM): 37 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 38 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE [NOT USED] 45 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH ROCkNvood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 0241 15-3 PAVING REMOVAL Page 3 of 6 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT [NOT USED] 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 EXAMINATION [NOT USED] 10 3.2 INSTALLERS [NOT USED] 11 3.3 PREPARATION 12 A. General: 13 1. Mark paving removal limits for City approval prior to beginning removal. 14 2. Identify known utilities below grade - Stake and flag locations. 15 3.4 PAVEMENT REMOVAL 16 A. General. 17 1. Exercise caution to minimize damage to underground utilities. 18 2. Minimize amount of earth removed. 19 3. Remove paving to neatly sawed joints. 20 4. Use care to prevent fracturing adjacent, existing pavement. 21 B. Sawing 22 1. Sawing Equipment. 23 a. Power -driven. 24 b. Manufactured for the purpose of sawing pavement. 25 c. In good operating condition. 26 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 27 2. Sawcut perpendicular to the surface to full pavement depth, parallel and 28 perpendicular to existing joint. 29 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 30 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 31 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that 32 joint, edge or lip. 33 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 34 neat, straight line for the purpose of removing the damaged area. 35 C. Remove Concrete Paving and Concrete Valley Gutter 36 1. Sawcut: See 3.4.13. 37 2. Remove concrete to the nearest expansion joint or vertical saw cut. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 024115-4 PAVING REMOVAL Page 4 of 6 D. Remove Concrete Curb and Gutter 1. Sawcut: See 3.4.13. 2. Minimum limits of removal: 30 inches in length. E. Remove Asphalt Paving 1. Sawcut: See 3.4.13. 2. Remove pavement without disturbing the base material. 3. When shown on the plans or as directed, stockpile materials designated as salvageable at designated sites. 4. Prepare stockpile area by removing vegetation and trash and by providing for proper drainage. F. Milling 1. General a. Mill surfaces to the depth shown in the plans or as directed. b. Do not damage or disfigure adjacent work or existing surface improvements. c. If milling exposes smooth underlying pavement surfaces, mill the smooth surface to make rough. d. Provide safe temporary transition where vehicles or pedestrians must pass over the milled edges. e. Remove excess material and clean milled surfaces. f. Stockpiling of planed material will not be permitted within the right of way unless approved by the City. g. If the existing base is brick and cannot be milled, remove a 5 foot width of the existing brick base. See 3.3.G. for brick paving removal. 2. Milling Equipment a. Power operated milling machine capable of removing, in one pass or two passes, the necessary pavement thickness in a five-foot minimum width. b. Self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. c. Equipped with an integral loading and reclaiming means to immediately remove material cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. d. Equipped with means to control dust created by the cutting action. e. Equipped with a manual system providing for uniformly varying the depth of cut while the machine is in motion making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. f. Variable Speed in order to leave the specified grid pattern. g. Equipped to minimize air pollution. 3. Wedge Milling and Surface Milling a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter at a depth of 2 inches and transitioning to match the existing pavement (0-inch cut) at a minimum width of 5 feet. b. Surface Mill existing asphalt pavement to the depth specified, c. Provide a milled surface that provides a uniform surface free from gouges, ridges, oil film, and other imperfections of workmanship with a uniform textured appearance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Rockwood Golf Course Renovation Project No. 01199 0241 15-5 PAVING REMOVAL Page 5 of 6 1 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the 2 wedge milling includes the removal of the existing asphalt covering the gutter 3 up to and along the face of curb. 4 e. Perform wedge or surface milling operation in a continuous manner along both 5 sides of the street or as directed. 6 4. Butt Joint Milling 7 a. Mill butt joints into the existing surface, in association with the wedge milling 8 operation. 9 b. Butt joint will provide a full width transition section and a constant depth at the 10 point where the new overlay is terminated. 11 c. Typical locations for butt joints are at all beginning and ending points of streets 12 where paving material is removed. Prior to the milling of the buttjoints, 13 consult with the City for proper location and limits of these joints. 14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 15 valley gutters, bridge decks and culverts and all other items which transverse 16 the street and end the continuity of the asphalt surface. 17 e. Make each butt joint 20 feet long and milled out across the full width of the 18 street section to a tapered depth of 2 inch. 19 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 20 line adjacent to the beginning and ending points or intermediate transverse 21 items. 22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 23 over the bump. 24 G. Remove Brick Paving 25 1. Remove masonry paving units to the limits specified in the plans or as directed by 26 the City. 27 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile 28 yard at 3300 Yuma Street or as directed. 29 H. Pavement Pulverization 30 1. Pulverization 31 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33. 32 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the 33 base 2 inches. 34 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 35 2. Cement Application 36 a. Use 3.5% Portland cement. 37 b. See Section 32 11 33. 38 3. Mixing: see Section 32 11 33. 39 4. Compaction: see Section 32 11 33. 40 5. Finishing: see Section 32 11 33. 41 6. Curing: see Section 32 11 33. 42 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 43 stone/gravel: 44 a. Undercut not required 45 b. Pulverize 10 inches deep. 46 c. Remove 2-inch the total pulverized amount. CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 024115-6 PAVING REMOVAL Page 6 of 6 1 1. Remove speed cushion 2 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 3 pavement. 4 3.5 REPAIR [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 16 CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised December 20, 2012 SUPPLEMENTARY CONDITIONS GENERAL Drawings, Standard General Conditions of Contract, supplementary Conditions and Division-1 specification sections, apply to work of this section. 1.01 DESCRIPTION This section expands upon and modifies the Standard General Conditions. This section includes the following: A. Contract Administration Submittals B. Insurance C. Meetings D. Surveys, Measurements and Layouts E. Occupational Safety and Health Standards 1.02 CONTRACT ADMINISTRATION SUBMITTALS A. General: The General Conditions and Supplementary Conditions provide definite times for Contractor to submit certain lists, qualifications, price breakdowns and schedules for administrative procedures including but not necessarily limited to the following: B. List of Subcontractors: Before execution of the Contract, the bidder awarded the contract will submit to the Owner for approval a list of all Subcontractors, and/or his major Subcontractors, proposed to use. This list will include each Subcontractor's correct name, mailing address and phone number. C. Contractor's Superintendent: The Contractor shall submit the name and qualifications of the person designated as Project Superintendent within ten (10) days of the receipt of the Notice of Award Letter. D. Contract Price Breakdown: Upon execution of the Contract, the Contractor shall submit to the Owner for approval a breakdown of the Contract price, itemizing material and labor for various classifications of work. E. Work Proqress Schedule: Within three (3) weeks after receipt of a Work Order, the Contractor shall submit in duplicate to the Owner for approval an estimated progress schedule for the work in relation to the entire project. The Contractor will provide forms entitled "PROPOSED SCHEDULE" for the Contractor to use to prepare his progress schedule. The SUPPLEMENTARY CONDITIONS form is a bar chart with time across the top and work item down the side. The Contractor will fill out this form listing the work items and show the beginning and ending dates for each item. F. Estimated Pavment Schedule: Prior to starting work, the Contractor shall submit to the Owner an estimate of his monthly payment requests. This shall be reviewed each month during the construction period and revised estimates furnished if significant changes are indicated. G. Testinq and Qualitv Control: Observation of the Contractor's work to determine compliance with the plans and specifications may include testing of material installed on the project. A Testing Laboratory located by the Contractor shall do testing of materials furnished and work performed. The Contractor shall use only materials in the work, which meet the requirements of the specifications. The Contractor shall furnish at his own expense all necessary tests and specimens for testing of the material and when requested shall furnish a complete written statement of the origin, composition, and/or manufacturer of any or all materials that are to be used in the work. All materials not conforming to the requirements of the specifications will be rejected. Owner and golf course architect shall receive reports on test simultaneously with the contractor from the testing lab. THIS QUALITY CONTROL SERVICE DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY WITH REGARD TO CONSTRUCTING THE WORK IN ACCORDANCE WITH THE CONTRACT. Contractor shall submit appropriate tests including, but not limited to: 1) Any test required in the technical specifications 2) Any structural element called for on the plans, including, but not limited to dam construction, concrete asphalt roads or paths, shelters, bridges or other structure tests, pressure test of irrigation. 3) Test to prove adequacy of design and construction of any feature that may have been accepted by Owner under contractor's "Alternate Proposal". 4) Any test that may be occasioned by any local, state, or federal law. H. As -Built Drawings: The contractor shall maintain a complete set of Contract Drawings in his possession, upon which he is required to note in red, or other clear manner, all deviations, final dimensions and explanatory notes arising out of actual work installed or SUPPLEMENTARY CONDITIONS 2 performed in the field, and showing exact locations of such work, including trades. Notes on these drawings shall indicate installed locations and dimensioned clearances. Contractor to furnish an as - built drawn from an aerial photo identifying course, irrigation (including all components, buried or otherwise), major and minor drainage lines and related structures, all underground utilities, location of buried trees and debris, limits of topsoil, extra borrow areas, and other significant construction which could reasonably be foreseen to affect future operation. Contractor shall provide monthly submittals of interim record drawings with each draw request. These drawings shall be based from a GPS based mapping. A digital aerial photo shall be supplied in color to Owner. A black and white original shall also be supplied to the city and Golf Course Designer. All as-builts shall be supplied in CAD format. Proiect Manuals: Contractor shall supply Owner three (3) complete project manuals for operations of all mechanical systems to be included under this contract in a manner satisfactory to Golf Course Designer, his subconsultants and Owner's representatives. J. Schedule of Tests. Submittals: A schedule of anticipated tests and submittals begins on the next page. Additional submittals may be required. 1.03 INSURANCE A. Insurance shall comply with the City of Fort Worth requirements. 1.04 MEETINGS A. Pre -Construction Conference: Prior to start of work, a conference between the owner and Contractor will be held to discuss provisions of the contract documents, explain administrative procedures and coordinate the work effort. Time of pre -construction conference will be stated in the Work Order letter for the Contractor. Attendance by Contractor and Contractor's Superintendents is mandatory. 1. Owner will schedule meeting and provide meeting place. 2. Attendance: The following are expected to attend: a. Owner's Representative. b. Consultant's Construction Administrator. C. Representatives from Sub -Consultants SUPPLEMENTARY CONDITIONS 3 d. Contractor's General Superintendent, Project Superintendent and Project Coordinator e. Representatives of major subcontractors 3. Agenda Items: a. List of major Subcontractors and Suppliers b. Tentative construction schedule C. Critical work sequencing d. Major equipment deliveries e. Designation of responsible personnel f. Procedures and processing of field decisions, proposal requests, submittals color coordination, change orders, and applications for payment. g. Adequacy of distribution of Contract Documents. h. Procedures for maintaining Record Documents i. Use of Premises: office, work, storage, staging areas; Owner's requirements j. Construction facilities, controls and construction aids k. Temporary utilities I. Safety and first aid procedures M. Security procedures n. Housekeeping procedures o. Other business 4. The Owner's Representative will preside over the meeting. B. Progress Meetings: Construction progress meetings may be called by the Owner, Project Manager, Project Inspector or the General Contractor to review job progress or problems. 1. Schedule meeting and notify in writing those concerned at least one week in advance of meeting. 2. Provide a convenient, comfortable meeting place. 3. Contractor's Project Superintendent or Project Manager shall preside over meeting. 4. Attendance: The following are expected to attend: a. Owner's Representative b. Consultant's Construction Administrator C. Subconsultant's unless notified otherwise d. Contractor's General Superintendent, Project Superintendent and Project Coordinator. e. Subcontractors having work in progress f. Subcontractors whose work will start within the next month g. Others as requested by Owner, A/E, or Contractor 5. Agenda SUPPLEMENTARY CONDITIONS 4 a. Review, approval of minutes or previous meeting b. Review of work progress since previous meeting C. Field observation, problems, conflicts d. Problems which impede construction schedule e. Review of off -site fabrication, and delivery schedules f. Corrective measures and procedures to regain projected schedule. g. Revisions to construction schedules h. Progress schedules for succeeding period i. Schedule coordination j. Review proposed changes for effect on construction schedule, on completion date, and effect on other contracts of project k. Maintenance of quality standards I. Pending changes and substitutions M. Other business C. Minutes of Meetinqs: Contractor shall take notes at pre - construction and progress meetings and distribute them to those concerned in the from of minutes within four (4) calendar days after meeting. 1.05 SURVEYS, MEASUREMENTS AND LAYOUTS A. General The Contractor shall be responsible for all control point staking as required. The Contractor's responsibility for verifying conditions is defined in the Standard General Conditions. B. Survevs, Measurements and Lavout Out of Work: The Contractor will establish from survey information on drawings all lines, grades, and levels and will be responsible for maintenance and accuracy thereof. 1.06 CONTRACT TIME A. Failure to Complete Work on Time: 1. The time set forth in the Contract for the completion of work is an essential element of the Contract. Contractor's failure to complete the work within such time will cause damage to the Owner. 2. The Owner will suffer financial loss if the project is not substantially completed on the date set forth in the Contract SUPPLEMENTARY CONDITIONS 5 Documents. The Contractor shall be liable for and shall pay for all damages suffered by the Owner. The Contractor agrees that the sum of FIVE HUNDRED DOLLARS ($500.00) per calendar day may be withheld from payments due to the Contractor in addition to the retainage to satisfy the actual damages to the Owner. The actual damages to the Owner will be determined after final acceptance of the project by the Owner. The sum will be as deducted form the money due or to become due to the Contractor, not as a penalty, but as liquidated damages and added expense including the administrative and inspection costs for each and every calendar day the work or any portion thereof shall remain incomplete after the expiration of the Contract or authorized extension of time. 3. Charges for liquidated damages will begin accumulating on the first calendar day following the final contract completion date and continue until the date of final acceptance as established by the Project Manager. Final acceptance will not be issued until all punch list items have been completed. 1.07 OCCUPATIONAL SAFETY AND HEALTH STANDARDS The work and the Contractor's operational activities shall comply with the applicable provisions of the Department of Labor, Safety and Health Regulations for Construction and applicable State and Municipal occupational safety and health standards, particularly trench safety regulations. 1.08 EXEMPTION FROM SALES TAX ON MATERIALS The Owner qualified for exemption from State and Local Sales Tax pursuant to the provisions of Article 20.04 (f) of the Texas Limited Sales, Excise and Use Tax Act. The Contractor performing this Contract may purchase, rent, or lease all materials, supplies, equipment used or consumed in the performance of this Contract by issuing to his suppliers an exemption certificate in lieu of the tax, said exemption certificate complying with State Comptroller of Public Accounts Ruling N. 95-0.07. Any such exemption certificate issued by the contractor in lieu of the tax shall be subject to the provisions of the State Comptroller of Public Accounts Ruling No. 95-0.09 as amended to be effective October 2, 1968, and any subsequent amendments thereto. 1.09 EQUAL OPPORTUNITY EMPLOYMENT A. The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, creed, color or national origin. The Contractor shall take affirmative action to SUPPLEMENTARY CONDITIONS 6 ensure that applicants are employed, and that employees are treated during employment, without regard to race, religion, creed, color or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the Contracting officer setting forth the provisions of this non-discrimination clause. B. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, color or national origin. C. The Contractor shall send to each labor union or representative of workers with which he had a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer advising the labor union or worker's representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. D. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract or with any of such rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, or by rule, regulation or order of the Secretary of Labor, or a otherwise provided by law. E. The Contractor shall include the provisions of paragraph (A) through (D) in every subcontractor purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 1.10 WAGE SCALE SUPPLEMENTARY CONDITIONS 7 Attention is directed to the provisions of House Bill No. 54, Chapter 45, passed by the Forty -Third Legislature, at its regular session, requiring that not less than the general prevailing rates of per diem wages for work of similar character in the locality where the work is performed be paid all laborers, workmen, and mechanics employed in the construction of public works. The Contractor and each Subcontractor shall keep or cause to be kept, an accurate record showing the names and occupations of all laborers, workmen and mechanics employed by him, in connection with said public work, and showing also the actual per diem wages paid to each of the workers, which record shall be open at all reasonable hours to the inspection of the City's Representatives. SUPPLEMENTARY CONDITIONS 8 SPECIAL CONDITIONS TABLE OF CONTENTS GENERAL MATTERS SCG.01 SCOPE OF WORK SCG.02 GOLF COURSE DESIGNER SCG.03 OWNER'S REPRESENTATIVE SCG.04 CORRESPONDENCE SCG.05 METHOD OF CORRESPONDENCE SCG.06 PERFORMANCE SPECIFICATIONS SCG.07 TRADE NAMES AND MATERIALS SCG.08 SPECIAL FABRICATION SCG.09 RISK SCG.10 DECISIONS ON DISPUTES SCG.11 RETAINAGE SCG.12 INSPECTION SCG.13 PERMITS SCG.14 PAYMENT SCHEDULE SCG.15 PRINTS FOR CONTRACTOR SCG.16 GUARANTY AGAINST DEFECTIVE WORK PRECONSTRUCTION MATTERS SCP.01 STAGING AREA SCP.02 FACILITIES TO BE PROVIDED BY CONTRACTOR SCP.03 STORING AND MOVING MATERIAL CONSTRUCTION MATTERS SCC.01 TIME ALLOTTED FOR STARTING & COMPLETION OF CONST. SCC.02 MAINTENANCE OF WORK FORCE SCC.03 CONTINUOUS SERVICE OF PERSONNEL SCC.04 WATCHMAN SCC.05 PROJECT MAINTENANCE SCC.06 PROTECTION OF WORK AND PROPERTY SCC.07 PROTECTION OF MATERIAL, TOOLS AND EQUIPMENT SCC.08 LANDSCAPE PROTECTION SCC.09 DUST PALLIATION SCC.10 PROPERTY LINES, MONUMENTS AND REFERENCE POINTS SCC.11 LINES AND GRADES SCC.12 EXISTING STRUCTURES SCC.13 EXISTING UTILITIES AND SERVICE LINES SCC.14 PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED SCC.15 HEALTH, SAFETY AND ACCIDENT PREVENTION SCC.16 FIRE PRECAUTIONS AND PROTECTION SCC.17 BURNING SCC.18 EROSION CONTROL SPECIAL CONDITIONS SPECIAL CONDITIONS OF AGREEMENT Rockwood Golf Course Fort Worth, Texas GENERAL MATTERS SCG.01 SCOPE OF WORK The Work of this Contract includes the furnishing of all materials, labor, equipment, tools, transportation, insurance, sales taxes, including full time construction superintendent and miscellaneous services required for the renovation of the Rockwood Golf Course. SCG.02 GOLF COURSE DESIGNER Golf Course Designer shall be defined as: Colligan Golf Design 103 S. Mesquite Street Arlington, TX 76010 (817) 543-2001 (817) 459-4286 (fax) collioanaolf(&sbcalobal.net All questions shall be directed to John Colligan. Contractor shall be aware that John Colligan shall make a maximum of thirty (30) visits to the site during construction, to direct and/or revise final shaping. Contractor shall make every effort to cooperate with Designer to maximize his site visits. SCG.03 OWNER'S REPRESENTATIVE The following has been designated as Owner's Representative: Mr. Scott Penn Mr. David Baur Parks & Community Services Rockwood Golf Course 4200 S. Freeway,Suite 2200 1851 Jacksboro Hwy. Fort Worth, TX 76115 Fort Worth, TX 76114 (817) 392-5750 (512) 912-6919 scott.pen n(),fortworthgov.orq david.baur(aD.fortworthgov.orq SCG.04 CORRESPONDENCE All correspondence to any party shall be copied to: SPECIAL CONDITIONS 2 Colligan Golf Design 103 S. Mesquite Street Arlington, TX 76011 (817) 543-2001 (817) 459-4286 (fax) colligangolf(@sbcglobal.net Mr. Scott Penn Mr. David Baur Parks & Community Services Rockwood Golf Course 4200 S. Freeway,Suite 2200 1851 Jacksboro Hwy. Fort Worth, TX 76115 Fort Worth, TX 76114 (817) 392-5750 (512) 912-6919 scott.Dennna.fortworthgov.orq david.baur(@fortworthgov.orq SCG.05 METHOD OF CORRESPONDENCE Opinions, reports or decisions shall be issued in writing through special letter, regular reports, or other means as may benefit the project. All matters concerning any aspect of work covered by this contract may be issued by either Golf Course Designer or Owner's Representative. Golf Course Designer's agreement with Owner does not allow him to issue opinions without consent of the owner. Thus, any correspondence produced by Golf Course Designer shall be considered the same as if issued by the Owner. All correspondence of any nature issued by Owner and/or Golf Course Designer shall be considered as true and correct unless objection is noted in writing by any party within 72 hours of issuance. If such objection is made, review shall be made and clarification or revision issued. SCG.06 PERFORMANCE SPECIFICATIONS In the performance of all work herein contemplated, the Contractor, his subcontractors and their subcontractors and any material suppliers are independent contractors with the authority to control and direct the performance of their relative portions of the work, under the authority of general contractor. It is further understood that the Golf Course Designer and Owner are only interested in the results obtained. All persons or business entities performing any work herein shall be and remain under the sole direction of the general contractor. However, it is agreed that the work shall meet with the approval of the Golf Course Designer and the Owner and be subject to the general right of inspection of the satisfactory completion thereof. All persons and business entities performing work under this contract shall be bound by the same terms and conditions contained in the contract documents with the general contractor. SCG.07 TRADE NAMES AND MATERIALS Where materials or equipment are specified by a trade or brand name, it is not the intention of the Owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard of quality or performance, and SPECIAL CONDITIONS 3 to establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper", or "equal to" are used, they shall be understood to mean that the thing referred to shall be proper, the equivalent of, or equal to some other thing, in the opinion or judgment of the Owner. Unless otherwise specified, all materials shall be the best of their respective kinds, shall be in all cases fully equal to approved samples and shall never have been used for any temporary purpose whatsoever. Notwithstanding that the words "or equal to" or other such expressions may be used in the specifications in connection with a material, manufactured article or process, the material, article or process specifically designed shall be used, unless a substitute shall be approved in writing by the Owner; the Owner shall have the riaht to reauire the use of such specifically designated material. SCG.08 SPECIAL FABRICATION All materials to be used in this contract are intended to be stock "off the shelf" materials commonly found in the trade. In no case shall any material be considered to be "specially fabricated" unless specifically agreed to by Owner prior to signing construction contract. This clause applies regardless of size or limits of ability of any Contractor, subcontractor or material supplier that might require special efforts on his part to comply with this provision of the contract. SCG.09 RISK It is specifically agreed that the general contractor, any subcontractors or their subcontractors material suppliers or any person or entity performing work under this contract undertakes such work at his own risk. All persons or entities are responsible for means, methods, sequences and techniques of their respective work and represent that their work shall produce the final product or work described by these specifications and sought by Owner in a timely manner. SCG.10 DECISIONS ON DISPUTES Any conflicts arising as a result of the plans and specifications or other condition of work will be resolved by the Owner and Designer as covered in the General Conditions and Special Conditions. Appeals shall not hinder progress of work as directed. Written presentation of disputes will be made to the Designer within ten (10) days of commencement of the dispute for decision. Any claim not presented within the time limit shall be deemed to have been waived unless the claim is of a continuing character. After receipt by the Designer of notice thereof, such a claim will be reviewed and in accordance with the General Conditions. SCG.11 RETAINAGE The Owner will retain 10% of all periodic and final Contractor's request for payment. This money will be held for one month after final acceptance of the project by the Owner, to clear liens and other encumbrances on the project. SPECIAL CONDITIONS 4 Neither the final payment nor any part of the retained percentage shall become due until the Contractor shall deliver to the Owner complete release of all liens, financial obligations or claims from himself, subcontractors, suppliers of material or other agents acting on his behalf in connection with the work, arising out of the work and an affidavit that so far as he has knowledge or information, the releases include all the labor and materials for which a claim could be made or a lien could be filed. If any lien remains unsatisfied, after all payments are made, the contractor shall refund to the Owner all monies that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee. The contractor will allowed 5% of the construction contract for mobilization with a maximum initial draw of one-half of the mobilization line item. The balance will be paid at 50% of the projects completion. SCG.12 INSPECTION The word "Inspection", or other forms of the word, as used in the contract documents for this project shall be understood as meaning the Designer will observe the construction on behalf of the Owner. The Designer will observe and check the construction in sufficient detail to satisfy himself that the work is proceeding in general accordance with the contract documents, but he will not be a guarantor of the Contractor's performance. SCG.13 PERMITS Contractor shall obtain all necessary permits at its sole cost and expense. SCG.14 PAYMENT SCHEDULE All payment schedules and payment requests made by the Contractor shall be made in triplicate to: Colligan Golf Design 103 S. Mesquite Street Arlington, TX 76010 (817) 543-2001 (817) 459-4286 (fax) colligangolf(@sbcglobal.net SCG.15 PRINTS FOR CONTRACTOR The successful bidder will be issued construction prints by the Architect for construction. SCG.16 GUARANTY AGAINST DEFECTIVE WORK SPECIAL CONDITIONS 5 The Contractor shall indemnify the Owner against any repairs which may become necessary to any part of the work performed under the contract, arising from defective workmanship or materials used therein, for a period of one (1) year from the date of final acceptance of the work. Those items covered under guaranty for this project include all clearing grading, drainage, irrigation, cart path system, and other paving and feature construction. Grassing is not covered except as defined in the grassing section of the specifications. Pump station shall be guaranteed for two (2) years. PRECONSTRUCTION MATTERS SCP.01 STAGING AREA Contractor may use the parking lot in back of the Rockwood clubhouse as a staging area, including the storage of construction materials. Exact location shall be approved by Owners representative. SCP.02 FACILITIES TO BE PROVIDED BY CONTRACTOR a) Water. Electricitv and Telephone The Contractor shall have permission to use water and electric service, including temporary connections, used by him or by Subcontractors during the progress of the work and until final acceptance. Consult Owner's representative for location of nearest tap. The Contractor shall provide and maintain telephone service with a telephone set in the Contractor's office. All costs in connection with such facilities shall be paid by the Contractor. Contractor shall also have an answering machine and fax machine in the job trailer. b) Contractor's Office Contractor to provide a job trailer complete with air conditioning, telephone, desk and drafting table, answering machine, fax machine and other necessary appurtenances. Golf Course Designer and Owner's representative shall have full access to the trailer for their own use in connection with the project. c) Restroom Contractor shall provide their own restroom facilities. SCP.03 STORING AND MOVING MATERIAL The Contractor shall be solely responsible for the safety and condition of his, and the various Subcontractors' materials and implements stored in or about the site. SPECIAL CONDITIONS 6 Should it become necessary during the construction to remove such materials and implements to facilitate and maintain scheduled progress of the work, the Contractor shall remove said material and implements to some new location and such moving shall be done without additional charge. Should the Contractor fail, refuse, or neglect to commence the work of said removal with due diligence, the Owner may cause the material or appliances to be moved, and the cost thereof shall be deducted and paid by the Owner out of monies which may be due or may become due to the Contractor. CONSTRUCTION MATTERS SCC.01 TIME ALLOTTED FOR STARTING & COMPLETION OF CONSTRUCTION Contractor must start actual construction November 1. 2015, barring unforeseen delays beyond his control. All work including punch list completion, clean up and as-builts shall be completed by Juiv 30. 2016. barring unforeseen delay beyond reasonable control of Contractor. Intermediate target dates may be established through proper scheduling and agreed upon by Owner. SCC.02 MAINTENANCE OF WORK FORCE At such time as actual construction has been started, the work will not be stopped or delayed without written permission of the Owner, excluding delays caused by adverse weather conditions. The Contractor shall maintain at all times sufficient equipment and personnel on the project, including project foreman, to produce satisfactory progress during the construction period. SCC.03 CONTINUOUS SERVICE OF PERSONNEL Contractor shall have provided a list of key personnel to provide actual work on this project. Such personnel shall include a general foreman or foreman qualified in their respective areas, and one (1) experienced golf course shaper. Contractor must maintain all key personnel on the project throughout the duration, unless permission for removal of such personnel is given by Owner and Golf Course Designer, or unless removal is dictated by death, disease or other involuntary cause beyond the control of contractor. In the case of voluntary removal of personnel from the project site, Owner reserves the right to impose a penalty of $5,000.00 per key person, per occurrence, provided that occurrence is of significant duration and is reasonably deemed to delay the progress of or reduce the quality of the project. Owner's decision in this regard is final. SCC.04 WATCHMAN The Contractor shall provide such watchman's service as he deems necessary to protect his interests during the progress of construction. Any protection so provided by the Owner shall not in any way relieve the Contractor of the SPECIAL CONDITIONS 7 responsibility for the safety and condition of the work and material until the completion and acceptance thereof while Contractor is on job site. The Owner shall not in any way be liable or responsible for the damage or loss to the work or material due to trespass or theft while Contractor is on job site. SCC.05 PROJECT MAINTENANCE The Contractor shall maintain, and keep in good repair, the improvements covered by these plans and specifications during the life of this contract. SCC.06 PROTECTION OF WORK AND PROPERTY The Contractor shall continuously protect the work and the Owner's property from damage, injury or loss arising in connection with operations under the Contract Documents. He shall make good any such damage, etc., except such as may be due to causes beyond the Contractor's control which would not reasonably be expected to occur in connection with or during performance of the work, and not due to his fault or negligence. The Contractor shall have full responsibility for reviewing and checking for locations of all Underground Facilities. The Contractor shall protect all streets, course features, adjoining property, cart paths, light poles, hydrants and concealed or exposed utilities and if such items are damaged by the Contractor or subcontractors, shall make repairs at no cost to the Owner with replacements of the same type as the originals, or better. SCC.07 PROTECTION OF MATERIAL. TOOLS AND EQUIPMENT The Contractor shall provide protection for material, tools and equipment employed in the work, including the tools of workmen. Except where otherwise expressly stipulated, the Owner shall not be held to have incurred any liability for loss of, or damage to, material, tools, and equipment of the Contractor, or of those employed by him, by contract or otherwise. SCC.08 LANDSCAPE PROTECTION Care shall be exercised by the Contractor to protect all existing trees unless removal thereof is agreed to in advance by Owner or shown on clearing plan. Trees damaged within the defined site area shall be replaced with species of comparable size and type without cost to the Owner. If this is not possible, equitable deduction from contractor's contract price shall be made. For additional information in regard to this see technical specifications for clearing. Determination of value of trees shall be made in accordance with the latest edition of Guide for Establishing Values of Trees and Other Plants, prepared under contract by the Council of Tree and Landscape Appraisers for the International Society of Arboriculture. This clause applies to trees, which have been designated at any time to be preserved by Owner, or Golf Course Designer and which could reasonably be deemed as possible to protect. This clause shall not be enforced in areas where it could reasonably be derived that clearing or brushing operations called for provides potential for damage to trees. SCC.09 DUST PALLIATION SPECIAL CONDITIONS 8 Throughout the entire construction period, the Contractor shall effectively dust - palliate the working area, unpaved roads used in the operations, and involved portions of the site when weather conditions create a nuisance to owners or adiacent land Owner's occupied propertv. Such palliation shall include intermittent watering and sprinkling of such frequency as will satisfactorily allay the dust at all times for the duration of construction or in extreme cases, chemical treatment. Owner reserves the riqht to request protective measures to protect his own propertv and preserve the riqhts of adiacent land owners. SCC.10 PROPERTY LINES, MONUMENTS AND REFERENCE POINTS Owner's surveyors shall provide property lines and corners, where reasonably necessary to insure work remains within established boundaries. Contractor shall locate golf course control points such as center parts of tees, greens and fairways. The Contractor shall protect all property corner markers and reference points, and when any such markers or monuments are in danger of being disturbed, they shall be properly referenced and if disturbed shall be reset at the expense of the Contractor. SCC.11 LINES AND GRADES The Contractor shall furnish proper stakes and shall set all lines and grades for the work, when and where needed and as shown on the plans. The Contractor shall protect and become responsible for all such stakes or markers once given, until they are no longer needed. The Contractor shall furnish all assistance that the Designer and Owner may require in checking the Contractor's lines and grades. Such checking by others will in no way release the Contractor of his responsibility for the correctness of the stakes or the responsibility for checking to insure that the work is constructed to the lines and grades as shown on the plans. Contractor must completely satisfy Designer in establishment of grades in Feature Construction. SCC.12 EXISTING STRUCTURES The plans show the approximate location of all known surface and sub -surface structures. The Owner, however, assumes no responsibility for failure to show any or all of these structures on the plan, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate change in the lines or grades, or require the building of special work, provisions for which are not made in the plans and proposal, in which case the provisions in these specifications for extra work shall apply. SCC.13 EXISTING UTILITIES AND SERVICE LINES SPECIAL CONDITIONS 9 The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by his construction operations. Where existing utilities or service lines are cut, broken, or damaged, the Contractor shall replace the utilities or service lines with the same type of original construction, or better, at his own cost and expense. SCC.14 PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or interfered with until authorized by the utility company or approved by the Owner. The right is reserved to the Owner or public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by the performance of this contract. SCC.15 HEALTH, SAFETY AND ACCIDENT PREVENTION (a) No part of the work shall be performed, nor shall any of the material, supplies, articles, or equipment be manufactured or fabricated in any plant, factory, building or surroundings, or under working conditions which are unsanitary, hazardous, or dangerous to the health and safety of employees engaged therein. Precaution shall be exercised for the protection of persons and property. The safety provisions of applicable laws, building and construction codes, rules, regulations, order and requirements of all cognizant city, county, state and Federal governmental authorities shall be observed and complied with by Contractors and Subcontractors. Machinery, equipment and other hazards shall be guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction, published by the Associated General Contractors of America, except where contrary to applicable law. (b) Manufacturer's Instructions: Should the manufacturer of a specified material or product supply instructions, either by label on the container or by independently issued bulletin or instructions pertaining to the product, which refer to possible health and/or safety hazards in the use of the product, the Contractor shall be responsible for the proper use and application of the product in conformity with such instructions, and he shall be responsible for all damage or injury resulting from failure to comply with such instructions. SCC.16 FIRE PRECAUTIONS AND PROTECTION (a) The Contractor shall take necessary precautions to guard against and eliminate possible fire hazards and to prevent damage to construction work, building materials, equipment, temporary field offices, storage sheds, and public and private property. The Contractor shall be responsible for providing, maintaining and enforcing the following conditions and requirements during the entire construction period: (1) Fire Inspection SPECIAL CONDITIONS 10 The Contractor's superintendent in charge shall inspect the entire project at least once each week to make certain that the conditions and requirements are being adhered to. (2) Extinguishers Contractor shall provide and maintain in working order during construction portable fire extinguishers, the number and location of which to be as required by applicable Codes or the requirements of public authorities having jurisdiction. In the absence of such requirements, provide not less than four fire extinguishers conveniently located for proper protection. Fire extinguishers shall be either a 2-1/2 gallon capacity water type gas cartridge expelled unit or 5-gallon capacity pump type protected from freezing by use of calcium chloride. Extinguishers shall meet approval of Fire Underwriters' Laboratory and shall be inspected at regular intervals and recharged as necessary. In areas of flammable liquids, asphalt, or electrical hazards, extinguishers of the 15-pound carbon dioxide type or 20 pound dry chemical type shall be provided. (3) Combustible Materials Oil soaked rags, papers, and other highly combustible materials shall be removed at the close of each day's work, and more often where necessary, and placed in metal containers with tight hinged lids. (4) Gasoline and Benzine Combustible materials shall not be poured into sewers, manholes, or traps, but shall be disposed of, together with flammable or waste material subject to spontaneous combustion. Appropriate and lawful arrangements shall be made for storing these materials. (b) When public authorities or codes impose regulations relating to fire prevention and control, such regulations shall be considered as minimum requirements and not requirements in lieu of those set forth above. SCC.17 BURNING Contractor may not exercise on site burning. SCC.18 EROSION CONTROL Before work, Contractor will provide and sign Pollution Control Plan Form, indicating intent to comply with plan stated therein. Contractor shall be fully responsible to city, state, and federal agencies for compliance with environmental and erosion regulations. SPECIAL CONDITIONS 11 TECHNICAL SPECIFICATIONS Table of Contents Section Page Staking........................................................................ 100 Clearing and Grubbing...................................................200 Rough Grading............................................................. 300 Finish Grading.............................................................. 400 Drainage...................................................................... 500 Stone RipRap............................................................... 600 Greens Construction..................................................... 700 Tee Construction.......................................................... 800 Bunker Construction................................................... 900 Fine Grading, Fertilizing & Grassing .............................. 1000 Sodding..................................................................... 1100 CartPath.................................................................... 1200 Bridge Construction.................................................... 1300 PondLiner.................................................................. 1400 SECTION 100 STAKING (A) SCOPE OF WORK: The work to be covered in these specifications includes the establishment of bench marks for reference, the location of lines and grades for all improvements (secondary staking), and the maintenance of such staking for reference and inspection purposes by the Golf Course Designer. (B) EQUIPMENT: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of this specification within the contract time. (C) OPERATIONS: (1) Control Points - These shall be supplied by Contractor previous to construction. (2) Grade Stakes - These must be accurately measured into place using a tape, and solidly set at least V into the ground. All tees, greens, sand traps, ponds, mounds and other features, etc., shall be staked and grade marked as on the plans, as may be appropriate and necessary. Contractor shall place enough stakes to ensure that the construction accurately follows the design plans. Stakes shall be placed in such a manner as to convey true plan shape of features. Emphasis in staking shall be upon staking critical inside and outside points of curves to distinguish shapes, rather than staking at 00, 450, 900, etc. Similarly, stakes shall be set at all critical changes in elevation such as tops of mounds, saddles, top and bottom of decks, toe of slopes, center of swales, etc. In the rough grading phase, grade stakes shall be set so that the bulldozer operator can assume a more or less constant grade between any two stakes. (3) Establishment of Benchmarks: (a) All secondary staking shall be referenced to established benchmarks. These benchmarks shall be maintained in an identifiable manner throughout the job. (b) Contractor shall establish local benchmarks in the following order of preference: STAKING 100 Where accurate topographic data is known, Contractor shall tie benchmark back to known reference point established by the Owner. 2. Where topographic data is inconsistent, Contractor shall establish his own benchmark, selecting a critical point that conveys the relationship of proposed improvements to existing conditions. The most critical point is typically an existing or proposed drainage outlet elevation, or property line, which cannot change elevation. The improvements can then be staked maintaining the general contours, pipe gradients, etc. 3. Where topographic data may be inconsistent and where proposed improvements are not critically related to drainage outlets or property lines, the Contractor may establish a local reference point which best allows the construction to follow the intent of the plans. In establishing such a reference point, Contractor may consider the intended relationship or balance of cut and fills, but precedence shall be given to establishing drainage, general contours, and golfer's sightlines as may be indicated or intended on the plans. (4) Protection and Replacement of Stakes - All stakes shall be protected against loss or movement, once set, and stakes which have been knocked down, lost or loosened shall be reset immediately. Control points shall be continuousiv maintained. Contractor may be required by Golf Course Designer to immediately replace lost control point during inspection for reference. Contractor shall establish replacement reference points for each control point in the following manner: (a) Contractor shall place two replacement reference stakes for each control point. The two additional stakes shall be located in areas out of the planned work area, or adjacent to trees to be saved, so that they will not be disturbed. They should be located so that the two stakes and control point form a straight line. (b) Contractor shall measure from the control point to the replacement reference stakes. This distance shall be clearly marked on the reference stake so that the line and distance to the control point can be quickly established. STAKING 101 (D) INSPECTION AND ACCEPTANCE: All stakes, both for location and for grading and benchmarks, shall be subject to inspection following staking and prior to construction to insure accuracy of construction. The Contractor shall notify the Golf Course Designer in ample time for inspections to be made before construction starts. Any changes desired in location or grade shall be requested and approval obtained from the Golf Course Designer or the Owner before construction begins. Work constructed to incorrectly located or grade marked stakes, where stakes have not been approved may require reconstruction to correct locations and elevations at Contractor's expense. (E) MATERIALS: (1) Control Points - Center of tee, center of the green, and turning point stakes shall be metal fence post stakes covered with 4" or 6" PVC irrigation pipe. Pipe shall be spray -painted according to the following color code: Tee Blue Dogleg Point Orange Green Green Each control point shall be marked as to identity, e.g., 3 Tee. (2) Grade Stakes - Stakes for outlining and grade marking edges of tees, greens, sand traps and fairway cuts, fills and outlines, pond outlines, etc., may be ordinary building lath approximately 3' long. (3) Plastic Ribbon - Plastic colored ribbons shall be attached to the tops of stakes showing the edge of features. A consistent system of flagging shall be employed so that Golf Course Designer and the Owner may quickly ascertain the meaning of various stakes. Contractor shall use the following system, or revised system if approved by Designer and if maintained consistently, throughout the duration of the project: Topsoil Stripping Striped Flagging (any color, plus white) Greens Green Tees Light Green Sand Bunkers Yellow Pond Edge Blue Pond Bank Solid Blue and Solid White Mound/High Point Blaze Orange or Red Swale White Saddle of Ridge or Crown Solid Red and Solid White Tree to be Saved Blaze Yellow STAKING 102 Miscellaneous, Clearing Consistent Color as Necessary Edge END OF SECTION STAKING 103 SECTION 200 CLEARING GRUBBING AND BRUSHING (A) SCOPE OF WORK: The work includes performing all operations in connection with removing existing trees, stumps, roots, shrubs, brush, stone piles, fence and fence posts, poles, debris, piles, boulders, or any other features shown on the plans to be removed. (B) OWNER'S EQUIPMENT: The Contractor shall maintain on the job that sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATION: (1) Clearinq - Where it is so indicated on the plans, existing trees, shrubs, or brush, which are shown to be removed, shall be cut down or removed from the site by Contractor. Existing trees or shrubs, which are to be saved or transplanted, will be noted on the plans. (2) Grubbinq - All tree and shrub stumps and roots shall be grubbed and removed from fairway and rough areas by Contractor where grassing will be done. All excavation from grubbing shall be backfilled and compacted with fill soil to within six (6) inches of surrounding grades and the top six (6) inches backfilled with topsoil to the finished grades shown on the grading plan. (3) Brushinq - Generally, enough material shall be removed so that maintenance equipment can mow between and under trees. As a minimum, eight (8) feet shall be left between remaining trees to achieve this goal. Large clumps of trees, which could be construed as having multiple stems, so closely grouped as to have a single canopy, may remain. Trees under 30' tall shall be limbed up 10' from ground. Trees over 30' tall shall be limbed up 15' from ground. After brushing, Contractor shall restore smooth grade, free from debris, suitable to begin grassing operation. This may include hauling in additional topsoil to restore grade flush to trees in a condition exactly as it was before brushing. (4) Clean-up - Clearing contractor shall remove all stumps, bushes, branches and the like. Generally, all debris that cannot be cleared with normal seedbed preparation machinery shall be removed. This would include all sticks, branches, etc., greater than 3" in diameter or 3' in length. Contractor shall restore grade to a smooth grade with positive pitch for surface drainage. CLEARING, GRUBBING & BRUSHING 200 (5) Disposal of Debris: (a) Trees, Debris, and Sod - All material removed from the site can be disposed of on site at a location shown on plans and/or approved by Owner. Bury pits for clearing shall not be located under any critical features such as cart paths, roads, tees, greens and their shoulders, bunkers, fairways, and any existing or proposed underground irrigation, drainage, or utility lines. Pits are best located under proposed mounds in the rough. Any area in which burying has been done shall be mounded at least sufficiently to allow for future settling. (b) Burning of trees, debris and sod is permitted. (c) Protection of Trees to Remain: 1. Protection of specimen trees shall include snow fencing erected just outside the dripline of tree. When smaller trees are to be removed beneath a specimen to remain, they shall be removed by hand. 2. The Contractor shall specifically notify every operator of machinery and equipment to positively refrain from damaging either trunks or limbs of trees, which are to remain. When felling trees, these shall not be allowed to break branches of adjoining trees. 3. Contractor shall repair all damaged trees at his own expense and in a manner satisfactory to the Golf Course Designer. Such repair will include tree surgery and protective painting. Payment to Owner for damage of specimen trees to remain shall be based on formula determined by the latest edition of "Guide for Establishing Values of Trees and Other Plants:, prepared under contract by the Council of Tree and Landscape Appraisers for the International Society of Arboriculture. (6) Disposal of Hazardous Substances - Unless otherwise specified, Owner and Golf Course Designer have no knowledge of hazardous or toxic substances on site. Should Contractor discover any such substance he shall notify Owner's representative immediately to determine course of action. If hazardous substances to be removed are indicated in the clearing plan, Contractor shall comply with all instructions issued and all applicable codes, laws, regulations and directives from local officials. CLEARING, GRUBBING & BRUSHING 201 (7) Other Clearinq - Contractor shall also be responsible for, and shall include in clearing bid, the following miscellaneous items of clearing: (a) Intentional Trees to be Saved - In the "saved" trees clearing phase, Golf Course Designer may have designated specimen trees to be preserved pending final design of hole. Should Golf Course Designer subsequently determine that such tree(s) adversely affect play, aesthetics, or drainage after grading operations, Contractor shall be obligated to remove up to ten (10) such trees without change in contract price. (b) Trees that die or weaken during construction operations, whether due to construction operations or natural causes, and if in work areas designated on plan. (c) Trees for miscellaneous structures such as cart paths, shelters or pump stations that are indicated on the plan or specifications, whether or not exact location has been determined. (8) Maintenance of Cleared Areas - Contractor shall periodically remove weeds and vegetation from all cleared areas. In no case shall the area become overgrown. (D) INSPECTION AND ACCEPTANCE: (1) All work under this Section is subject to inspection by Owner and/or Golf Course Designer. (2) Contractor shall maintain an accurate record of bury pits to include on as -built drawings. (E) MATERIALS: None (F) ADDITIONAL INFORMATION: (1) Bury pit, tree protection details are shown in the construction detail section of the plans. (2) Clearing plan indicates preferred bury pit locations. Additional or alternate locations to be approved by Golf Course Designer. (3) All burning will be done in accordance with state and local regulations. Superheating is allowed, subject to daily permit. (4) Clearinq in wetlands - All clearing in wetlands shall be by hand only. No grubbing shall be allowed. All trees shall be removed by hand only. No machinery shall be allowed in wetlands for the purpose of clearing. CLEARING, GRUBBING & BRUSHING 202 END OF SECTION CLEARING, GRUBBING& BRUSHING 203 SECTION 300 ROUGH GRADING (A) SCOPE OF WORK: The work consists of performing all operations in connection with rough grading of grounds as shown on the plans, including stripping and replacing topsoil; and the furnishing of additional new topsoil or fill, if and as required. Items to be rough graded may include green, sand traps, tees, fairways, roughs, grass bunkers, cart paths, ponds, creeks or streams, roads, walks, parking areas, and building sites as may be shown on the plans. (B) EQUIPMENT: The Contractor shall maintain on the job sufficient equipment for the types needed to complete all work in accordance with the requirements of these specifications within the contract time. Contractor shall establish sufficient maintenance facilities for all earthwork equipment. All maintenance operators shall comply with applicable environmental standards. (C) OPERATIONS: (1) Strippinq Existinq Vegetation - Existing turf and other low vegetation shall be removed from all areas to be graded. This material shall be removed in such a manner that the underlying topsoil is not removed. The material generated in this process may be buried under mounds or in pits as approved by the Golf Course Designer. (2) Strippinq of Topsoil - Topsoil shall be removed from all areas shown on the plans to be graded. It shall generally be stripped to a depth of six (6) inches. When less than six (6) inches of topsoil can be stripped from areas to be graded, the Contractor shall make up any deficiency by stripping additional areas as approved by the Golf Course Designer, at no additional cost to the Owner. Under approval of the Golf Course Designer, the Contractor may be permitted to strip topsoil to a depth greater than six (6) inches. (3) Stockpilinq of Topsoil - All topsoil is to be kept free from sub -soil, sod and debris. All existing rubbish, stones, roots, dead trees, stumps, etc., encountered in the stripping operation shall be ROUGH GRADING 300 removed from the soil. Sod shall be stripped before stripping of topsoil. Stockpiles shall not be located in areas that impair vision from tee to green of golf hole. Desiqner must at all times be able to see the entire qolf hole durinq inspection trips to ascertain that construction is followinq the intent and obiectives of the plans. (4) Feature Construction: (a) Where grades are established as shown on the grading plan, the surface of the ground is to be brought by cutting or filling, as the case may be, to a subgrade uniformly six (6) inches below the finished grade and shall be satisfactorily compacted. On areas of the putting green surface only, the sub -grade shall be uniformly graded sixteen (16) inches below the finished grade and shall be well compacted. Where filling is necessary to complete the sub -grade, the fill used shall be a good quality fill taken from approved areas on the site, when available. (b) Establishinq Surface Drainaqe - On areas where grading is necessary but where grades are not established all depressions shall be filled, and the area shall be graded in smooth sweeping grades to points of established grades approved by the Golf Course Designer. In all areas, grading shall be performed to insure positive surface drainage. (c) Borrow Areas - All borrow areas must be approved by either a representative of the Owner or the Golf Course Designer. Areas where soil has been removed as borrow areas, if any, shall be graded smooth so that they drain naturally and will not hold water on completion of the course. Topsoil shall be re -spread over the areas to a depth of four (4) inches and graded smooth. Said area shall then be disced, harrowed, fertilized, and seeded in accordance with seeding specifications for rough. After subgrade has been finished, it shall be approved by the Golf Course Designer before any topsoil is re -spread. (d) Additional Fill and Topsoil - If additional fill is required to bring the subgrade to the proper grade after compaction and after all usable fill has been utilized, fill shall be supplied, spread, and graded by the Contractor. Cost of additional fill shall be as agreed on a unit price basis reflecting cost of ROUGH GRADING 301 purchase to Contractor. Furnished fill, when required, shall be a good quality material, as close to native material as possible unless otherwise approved, free of debris of any kind and shall be of a type suitable for the purpose intended and satisfactory to the Golf Course Designer. If additional topsoil is required after existing topsoil has been respread, and all possible areas on the golf course property or adjacent thereto have been stripped, to insure the placement of at least six (6) inches of topsoil over the subgrade, same shall be supplied, spread and graded by the Contractor. Cost of additional topsoil shall be as agreed on a unit price basis in bid line item found the Alternates Schedule. Furnished topsoil, when required, shall be a good quality topsoil, similar to native topsoil, free of lumps, sod, stones, or debris of any kind and satisfactory to the Golf Course Designer. (e) Placement of Excess Fill - If grading operations result in an excess of topsoil or fill material, Contractor shall dispose of that fill on site at the direction of Golf Course Designer. (f) Ledge Rock or Boulders - If the Contractor encounters ledge rock or large boulders in his excavation work: 1. The Contractor shall notify the Golf Course Designer who will make reasonable effort to adjust grades and/or design in the field to eliminate or minimize problems associated with this condition. 2. If problem cannot be eliminated, the Contractor shall be allowed extra payment as subject to applicable provisions in the Special Conditions section of the specifications. (5) Replacinq Topsoil - On the surface of the finished subgrade, six (6) inches of good loamy topsoil shall be placed so that the finished grade, after compaction, shall be equal to the finished grade shown on the grading plan. In all areas where required fill is six (6) inches or less over an area to be graded, topsoil shall be placed over the existing grade to the total depth. Said areas shall be disced before topsoil is placed. Topsoil on green shoulders shall "feather out" from 16 inches at green base down to 6 inches at base of shoulder slope, giving mounds, banks, and shoulders of green an average of 9 inches of topsoil in most areas. ROUGH GRADING 302 (D) INSPECTION AND ACCEPTANCE: All grades and materials furnished for rough grading operations shall be subject to inspection by the Owner and/or Golf Course Designer. After establishment of the proper subgrade, the Golf Course Designer shall inspect and check the grading for proper elevation. The Contractor shall furnish all assistance necessary to check grades at no expense to the Golf Course Designer or the Owner. No respreadinq of topsoil will be allowed until after subqradinq is inspected and approved. To be accepted, rough grading shall bring all grades to within one tenth (0.1) of a foot of the finished grades shown on the plans, or as directed by Golf Course Designer. Topsoil spreading is subject to random depth and quality checks by Owner and/or Golf Course Designer. Should either suspect any pattern of deficient quality or quantity of topsoil, further testing may be instituted. Final grading is subject to inspection directly after a rainstorm. Areas that are slow to drain will be noted on a print of the grading plan and Golf Course Contractor shall be responsible for re -grading and/or adding drainage pursuant to item 3-b of this section. (E) MATERIALS: All topsoil and fill necessary for the job will be obtained from areas on the golf course property or immediately adjacent thereto unless the Owner agrees to purchase more or better quality material elsewhere. In this case, a Change Order must be executed prior to furnishing any material. (1) Topsoil - Stripped topsoil for use shall be the best quality available on the site and satisfactory to the Golf Course Designer. Purchased topsoil, if and as required, shall be a good quality native topsoil, free of lumps, sod, stones or debris and similar to existing topsoil on site of any kind and satisfactory to the Golf Course Designer. (2) Fill - Furnished fill shall be a good quality clay, free of debris of any kind and shall be of a type suitable for the purpose intended, similar to existing material on site and satisfactory to the Golf Course Designer. ROUGH GRADING 303 (F) ADDITIONAL INFORMATION: (1) Unclassified Excavation All excavation is considered unclassified except ledge rock, which is deemed unlikely. Any pumping, de -watering or use of specialized equipment or other incidental work encountered in excavation is to be considered incidental to the cost of construction and included in the bid price. Additional compensation shall not be allowed. (2) Topsoil for Tees Contractor shall make special effort to save and place best possible topsoil on tees. END OF SECTION ROUGH GRADING 304 SECTION 400 FINISH GRADING (A) SCOPE OF WORK: The work consists of performing all operations in connection with Finish Grading of all golf course design features once adequate fill has been properly put in place during mass grading operations. Items included in Finish Grading may include greens, tees, mound complexes, fairways, sand or grass bunkers, cart paths, ponds, creeks or streams, roads, walks, parking areas, and building sites as may be shown on the plans to be included in this contract. 01011111�� The Contractor shall maintain on the job sufficient equipment (including maintenance facilities) of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. This will generally include a variety of large and small bulldozers (equipped with six way blades), grading tractors and other equipment as job conditions and preference of Contractor may indicate. Contractor shall establish sufficient maintenance facilities for all earthwork equipment. All maintenance operators shall comply with applicable environmental standards. (C) OPERATIONS: Finish Grading shall consist of producing final finish grades for all areas as may be designated on the plan or as directed by the Golf Course Designer. Finish Grading Contractor's responsibilities include, as a minimum: (1) Coordination of mass grading phase as described in the Mass Grading section of the specifications. Finish Grading Contractor shall, if different from Mass Grading Contractor, coordinate his activities with those of Mass Grading Contractor to achieve final result. Finish Grading Contractor shall first build all features to his interpretation of Golf Course Designer's plans, following grading plans as closely as possible. After consultation with Golf Course Designer, Finish Grading Contractor shall be obligated to make any changes requested by Golf Course Designer. After completing these changes, finish shapers shall expect one more "final touch up", (green, tee, fairway landing area) pending degree of satisfactory completion, generally not exceeding 8 hours per area. (2) Finish Grading Contractor assumes responsibility for establishment of final grade to accomplish design objectives including: FINISH GRADING 400 (a) Positive drainaqe of all areas except those listed as preserved or undisturbed. (b) Creation of smooth harmonious grades for maximum artistic effect. It is inherent in golf course design to make a certain number of field changes to take maximum advantage of natural features of each site. Additionally, many desirable shaping features such as naturally varying shapes, concave and convex slopes, etc. are impossible to draw accurately and more easily accomplished by an experienced shaper, working in conjunction with the designer on field visits. (c) Maintenance of shot values and concepts as defined by the Golf Course Designer. (d) Colligan Golf Design retains certain architectural freedom normally enjoyed by working with select, experienced bidders with respect to minor adjustments to grades, green shape and elevations, etc. Bidders recognize this as a normal evolution of the design and creation of a quality golf course and as such having including any associated costs in their Bid proposal. If the Contractor feels any major change is an additional pay item, he should follow the procedure for such as outlined in the specifications. (e) Shapinq for feature maintenance. Unless indicated as steep bank on plan, or otherwise directed by the Golf Course Designer, all constructed slopes shall be mowable by conventional equipment. Special care shall be taken to blend tops of mounds and transitional slopes to prevent mowers from scalping or missing areas. (D) INSPECTION AND ACCEPTANCE All Finish Grading is to be approved by the Owner and/or Golf Course Designer area by area upon completion. No topsoil shall be spread over golf course features until approval is given. Any topsoiling of features prior to approval of Finish Grading may be ordered removed by the Golf Course Designer in order to complete shaping operations. Contractor shall give Golf Course Designer timely notice of pending completion of preliminary shaping. Contractor is completely responsible for scheduling and hiring of shapers to meet schedule and yet allow reasonable time for architectural changes. For his part, Golf Course Designer or his representative shall make his best effort to reasonably meet inspection schedules as requested by Contractor. Additionally, he will make his "best effort" to avoid repeated changes or FINISH GRADING 401 major changes not inconsistent with general plans, not clearly necessitated by field condition and/or Contractor misinterpretation. Contractor should be aware, however, it is impractical for the Golf Course Designer to visit often to approve single features. Due to the importance of the shaping phase, however, the Golf Course Designer will maintain full artistic control. (E) MATERIALS No materials needed to complete work covered in this section. (F) BASIS FOR CHANGE ORDERS The golf course grading plans will show general grading in as much detail as applicable and possible, given accuracy of information provided to Golf Course Designer. The plans shall also show limits of grading (all areas to be cleared) to allow the Contractor to estimate total area to be finish graded. The plans may also show supplemental notes to clarify Designer's intent beyond what is clear on the actual grading plan. Change orders will be considered only for specific areas on a unit basis of acres. No change order shall be considered for finish grading/shaping until the following conditions have been met: 1. Contractor has made good faith effort to perform operations listed under C-1, C-2 in this section. 2. Final approval of finish grading/shaping operations has been given, and subsequent operations have begun on specific area in question to the degree that disturbance of such work is necessary. or 3. Golf Course Designer directs shaping operation in an area not clearly labeled for topsoil stripping and grading, and if said operations can be practically accomplished without additional topsoil stripping. END OF SECTION FINISH GRADING 402 SECTION 500 DRAINAGE (A) SCOPE OF WORK: This work shall include the furnishing of all labor, materials, tools, equipment, and machinery necessary for clearing and removing from the site of the work wherever located, all obstructions, trees, stumps, brush vegetation, woods and debris; and all earth, rock and other materials to be excavated. The replacement of topsoil after backfilling is completed; the furnishing, placing and maintaining of all sheeting, shoring and bracing necessary to protect the work and adjacent properties, to support the sides and ends of the excavation and to support all adjacent structures above and below the ground. The installation and operation of all pumping, bailing and draining necessary to keep the excavation free from seepage water, water from sewers, drains, ditches, creeks and other sources, and to provide for the uninterrupted flow of sewers and surface waters during progress of the construction; the removal, after the completion of the work, of all sheeting, shoring and bracing not necessary to support the sides of the excavation. The satisfactory disposal of excess and unsuitable materials not required or which cannot be used for backfilling; compacting and refilling after settlement of all excavated areas, in such a manner that the end result is complete and a functioning whole. (B) EQUIPMENT: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATIONS: (1) Stakinq Contractor is responsible for maintaining the proper location and grades of all drainage pipe; anv such deviations may alter the desiqned conduit capacity or contribute to scouring or silting of pipe. Where applicable, or such as situations where inaccurate topography may necessitate changes to the drainage system, the drainage plans may show a minimum and maximum slope for each class of pipe to be used. The Contractor shall furnish and place in position as directed by the Golf Course Designer all necessary batter boards, string lines, plummets, graduated poles, etc., required in establishing and maintaining the lines and grades. (2) Excavation DRAINAGE 500 In general, all excavation shall be made in open cut from the surface of the ground and shall be no greater in width or depth than is necessary to permit the proper construction of the work in accordance with the plans and these specifications. All excavation shall be to the line and grade as provided by the plans, or by the Owner's Engineer or other authorized representative, if specified. The Contractor shall abide by all applicable federal, state and/or local laws governing excavation work. The entire foundation area in the bottom of all excavation shall be firm, stable, and at uniform density as nearly as practicable. Unless necessary, materials shall not be disturbed. The final cleaning off and preparing of the foundation area shall be done immediately prior to the placing of the embedment materials or structures. (a) Trench Bottom Elevation. All trenches for installation of storm drain lines shall be excavated to a point below the barrel of the pipe for the type of embedment specified. (b) Trench Overcut: Should the Contractor excavate below the plan trench bottom grade shown on plan, he shall backfill with approved material, consolidated and compacted to meet the Owner's approval. If the Contractor elects to over cut the trench and use gravel and drain pipe as an under drain in lieu of or in conjunction with pumping, draining, or well pointing, the additional work shall be considered as incidental work; and additional compensation shall not be allowed. Where the character of the foundation material is such that a proper foundation cannot be prepared at the elevation shown on the plans, then, when directed by the Owner, the Contractor shall deepen the excavation to where a proper foundation entirely satisfactory to the Owner can be prepared. Such materials removed shall be replaced with other material satisfactory to the Owner and thoroughly compacted in place to the finish grade elevation in a manner satisfactory to the Owner. (3) Excess Trench Width: When the maximum trench width is not maintained to a point of one foot above the top of the pipe, the Contractor shall provide at his expense the next higher class of embedment; or embedment as directed by the Owner which shall provide adequate support. The maximum trench width shall be equal to the outside diameter of the pipe installed plus 24 inches. (4) Shorinq and Sheetinq: When necessary to prevent caving or unduly hazardous working conditions, or to comply with existing laws, trench walls shall be appropriately braced; or sheeted and braced. Where bracing and sheeting and bracing are used, and trench width DRAINAGE 501 shall be increased accordingly, shall be considered as incidental work and shall not be paid for as a separate item. In wet, saturated or flowing soils materials where it is necessary to install tight sheeting or cofferdams, wood or steel sheet piling of a design and type generally recognized within the construction industry shall be used. All sheeting, shoring and bracing shall have sufficient strength and rigidity to withstand the pressure exerted to maintain the sides of the excavation property in place and to protect all persons or property from injury or damage. When excavations are made adjacent to existing buildings or other structures, or in paved areas, particular care shall be taken to adequately sheet, shore and brace the sides of the excavation to prevent undermining of, or settlement beneath the structures or pavement. The removal of all sheeting, shoring and bracing shall be done in such manner as not to endanger or damage either new or existing structures, private or public properties; and so as to avoid cave-ins, or sliding of the banks. All holes or voids left by the removal of the sheeting, shoring or bracing shall be immediately and completely filled and compacted with suitable materials. If, for any reason, the Contractor, with the approval of the Owner, elects to leave in place the sheeting, shoring or bracing, no payment shall be allowed for such material left in place unless ordered by the Owner to be left in place. (5) Dewaterinq: The Contractor shall remove all water from any source, which may accumulate in the excavation. The embedment or pipe shall not be installed in water. Pumping, bailing and draining, under drains, ditches, etc., shall be considered as incidental work and shall not be paid for as separate items; but their cost shall be included in such contract prices as are provided for in the contract. (6) Lavinq Embedment: All embedment shall be Class "B" Embedment or better. Embedment consists of crushed stone cradle and cap. After the trench has been cut to a depth below the barrel of the pipe a distance of three inches minimum (six inches minimum in rock), the bedding shall be brought up to a point slightly above the grade with rock cuttings or crushed stone, standard gradation. A trough shall be scooped out to grade and the pipe laid and jointed as specified. (7) Lavinq Pipe: All pipe is to be laid in a dry, firmly bedded trench prepared in accordance with the specifications above. All pipes shall be laid on a minimum of three (3) inches of approved graded stone. DRAINAGE 502 Unless otherwise authorized by the Golf Course Designer and/or Owner, the laying of pipe on the prepared foundation shall be started at the outlet or downstream end with the spigot or tongue end of the pipe joint pointing downstream. Laying shall proceed toward the inlet or upstream end with each abutting section of pipe properly matched, true to the established lines and grades. Approved facilities shall be provided for hoisting and lowering the section of pipe over the sides of the trench. The ends of the pipe shall be carefully cleaned before the pipe is placed in the trench. As each length of the pipe is laid, the open end shall be protected to prevent the entrance of earth or bedding material. The pipe shall be fitted and matched so that when laid in the prepared bedding, it shall form a smooth, uniform conduit. When elliptical pipe with circular reinforcing, or circular pipe with elliptical reinforcing is used, the pipe shall be laid in the trench in such a position that the markings "top" or "bottom" shall not be more than five degrees from the vertical plane through the longitudinal axis of the pipe. (8) Jointincr All joints must be made in accordance with the guidelines of the manufacturer. The Golf Course Designer must approve any alternate methods of jointing pipe. (9) Backfillinq: Backfill procedure is that procedure required to return trenches or excavated areas to a condition satisfactory to the Owner. The methods of backfilling to be used shall vary with the width of trench, the character of the materials excavated, the method of excavation, the type of conduit and the degree of compaction required. The placing of backfill shall not begin until the pipe structure has been properly bedded and jointed and until approval has been given by the Owner. The excavation shall be backfilled only with approved material. Backfill consists of two major categories: (a) embedment; and (b) trench backfill material, as follows: (a) Embedment is the material upon which the pipe rests. The embedment backfill shall consist of crushed gravel. The material shall be placed on top of the crushed stone base in uniform layers on either side of the pipe to a point 3" above the pipe and compacted to at least 90 percent of maximum density. Moisture content shall be within minus 2 to plus 4 of optimum. Tamping can be done with hand or mechanical equipment, depending upon field conditions. DRAINAGE 503 Compaction of fills by puddling or jetting is not recommended, except where supervised by qualified soils engineer. (b) Trench backfill material is the material required to fill the trench from the top of the embedment to ground elevation. Compaction of all backfill material shall be performed in a manner that shall not crack, crush and/or cause the installed pipe to be moved from the established grade and/or alignment, as shown on the plans. Excavated material may be used in the trench backfill, provided that all hard rock and stones having any dimensions greater than six inches in diameter, debris and roots larger than two inches are removed. (10) Protection of Drainaqe Structures: Contractor shall protect all inlets from silt as shown in construction details. Contractor shall protect all pipe and structures from heavy loads or other conditions, which might crush or damage pipe. (D) INSPECTION AND ACCEPTANCE: All material of whatever nature used in installing the drainage system shall be subject to inspection and approval by the Golf Course Designer and/or Owner. All drain lines and structures may be inspected for workmanship and flow grades before any backfilling occurs. The Golf Course Designer or the Owner may make inspection as soon as possible after the work has been installed and is ready to be backfilled. Backfilling operations may be ceased until final inspection has been made and the Golf Course Designer or the Owner has given approval of the work. Pipe shall be subject to rejection on account of failure to conform to any of the specification requirements. All rejected pipe shall be plainly marked by the Golf Course Designer and shall be replaced by the Contractor with pipe which meets the requirements of these specifications. Rejected pipe shall be removed immediately from the work site. DRAINAGE 504 (E) MATERIALS: (1) MAJOR DRAIN LINES Corrugated plastic pipe (CPP) All pipe or this type shall conform to the current specifications for ADS N-12 IB-ST and N-12 IB-WT Smooth Wall Corrugated 4"- 36" diameter drainpipe, or equal meeting AASHTO Specification M-294. (2) AREA DRAINS All area drains are NDS surface drainage structures: (a) 8" Round Drain NDS #10 (Black). (b) 12" Round Drain NDS #1240 (Black). (c) 18"Round Drain NDS #1511 (Black). Distributed by: National Drain Supplies 2455 Teller Road Newbury Park, CA (805) 498-3653 Local Rep.: Horizon Supply (972) 466-1600 or approved equal (3) BUBBLERS 12" Bubbler — NDS # 1200 Catch Basin with NDS # 1212, 12" Square Grate. Distributed by: Local Rep. National Drain Supplies 2455 Teller Road Newbury Park, CA (805) 498-3653 Horizon Supply (972) 466-1600 or approved equal Contractor shall modify catch basins to bubbler drainage structure as per construction details. (5) FLARED END SECTIONS (CPP) ADS plastic flared -end sections as shown on Construction Detail Sheet. DRAINAGE 505 SECTION 600 STONE RIP RAP (A) SCOPE OF WORK: The Contractor shall furnish all labor, materials, tools, and equipment necessary for hauling and properly placing stone rip rap at the locations and to the limits indicated on the Drawings or as directed by the A/E. The rip rap and bedding shall be keyed into surface such that the surface of the completed rip rap approximately coincides with that of the general ground surface. (B) EQUIPMENT: The Contractor shall maintain on the job sufficient equipment for the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATIONS: Construction - The rip rap need not be compacted but shall be placed to grade in a manner to insure that the larger rock fragments are uniformly distributed and the smaller rock fragments serve to fill the spaces between the larger rock fragments in such a manner as will result in well -keyed, densely placed, uniform layers of rip rap of the specified thickness. Hand placing will be required only to the extent necessary to secure the results specified above. The Contractor's placement techniques will be subject to the approval of the Owner and/or Golf Course Designer. (D) INSPECTION AND ACCEPTANCE: All material of whatever nature used in installing the rip rap system shall be subject to inspection and approval by the Golf Course Design and/or Owner. All drain lines and structures may be inspected for workmanship and flow grades before any backfilling occurs. Inspection may be made by the Golf Course Designer or the Owner as soon as possible after the work has been installed. (E) MATERIALS: 1. Rip Rap — Material used to line man-made stream channels and pipe ends shall be 6" to 12" in diameter. It shall be native limestone. 2. Stone shall be of the size and/or weight shown on the Drawings and free from clay, caked stone dust, or other objectionable materials. STONE RIP -RAP 600 3. The individual rip rap rock fragments shall be dense, sound and resistant to abrasion and shall be free from cracks, seams and other defects that would tend to increase unduly their destruction by water and frost actions. 4. Samples of the proposed rip rap material will be furnished to the A/E for approval. 5. Rip rap shall be reasonably well graded with a maximum particle size and a predominance of rock fragments as indicated on the drawings. The percentage of rock fragments smaller than 6 inches shall not exceed an amount which will fill the voids in the larger rock fragments. Material passing the number 4 sieve (sand size or smaller) shall be less than 5 percent, by weight, of the total rip rap material. 6. Filter bedding for the rip rap shall be crushed stone, well graded, meeting the requirements for ASTM D 448, No. 357 stone. END OF SECTION STONE RIP -RAP 601 SECTION 700 GREENS CONSTRUCTION (A) SCOPE OF WORK: The work shall commence after the inspection and approval of the subgrade by the Golf Course Designer and may consist of furnishing and placing of subsurface drainage, pea gravel layer, a coarse sand layer, topmix, soil amendment and fertilizer, fumigation, and establishment of final grades in preparation for grassing as to provide for greens built to current USGA specifications, as is further enumerated in this section. The bid form may provide for elimination or modification of some aspects of USGA recommended construction techniques, in which case applicable specifications listed herein are deleted. (B) EQUIPMENT: The Contractor shall supply and maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATIONS: (1) Gradinq - The grading of each green shall conform to contours shown on each Green Detail Sheet and any subsequent field orders issued by Golf Course Designer. The subgrade shall be brought to a uniform depth of sixteen (16) inches below the finished grade of the green surface itself, while all the remaining surrounding subgrade will be brought to a uniform depth of nine (9) inches below the finished grades shown to allow for topsoil and for sand in the sand traps. Subgrade of the green shall be cut to ensure positive surface drainage and shall be cut to the exact contour of the proposed finish grade, less 16". Such grade shall be established and approved before subsequent greens construction operations commence. Contractor shall cut openings in green dish edge at low points in such a manner as to provide positive drain outlets for the green until subdrainage is in place. (2) Tile Drainaqe - Tile drainage operations shall consist of the following operations: a. Staging and layout b. Trenching, clean up and removal of spoil C. Bedding and backfilling d. Laying of pipe e. Protection of pipe f. Installation of 14 gauge wire GREENS CONSTRUCTION 700 a. Staqinq and Lavout 1. Contractor shall plan storage of pea gravel and other materials in a location or locations that shall provide easy access to the green with no damage to green shoulders, irrigation system or other construction. 2. Contractor shall minimize damage to previously cut green dish edge by use of small machinery, running boards to protect finish subgrade, and other appropriate means. 3. Contractor shall take delivery of only clean pea gravel for use in subsurface drainage and the 4" pea gravel layer. Once on site, he shall take all necessary measures to prevent contamination from mud, silt and blowing dust. Just prior to beginning the drainage operations at a specific green, Contractor shall prepare a storage area for material to be put on that green. One method is to strip off 6-12" of existing topsoil to create a storage area. Enough excess gravel shall be placed in the storage area so that gravel will not have to be scraped directly off the subsoil to place in the green. Upon completion of operations, spoil gravel may be covered up with topsoil previously removed. Alternate methods are acceptable so long as the material remains absolutelv clean. Contractor shall lay out tile pattern utilizing the guidelines supplied in the typical tile detail supplied in the construction details. In no case shall parallel in line spacing of laterals exceed 15 feet. Owner and/or Golf Course Designer reserves the right of approval of all tile layouts. Contractor shall contact Golf Course Designer after tile patterns are established for the first hole for general consultation as to objectives. GREENS CONSTRUCTION 701 b. Trenchinq Upon approval of layout for tile, Contractor shall trench for drain tile. Trenches shall be to a minimum depth and width of 8" as shown on the tile drain detail included in the construction drawings. Spoil from the trench is to be removed from the green. Special care shall be taken to restore the edge of trench, removinq the ridqe of soil typically left by the trenchers adjacent to the trench so that water may flow freely into the drains. After all trenching, clean-up and subsequent tile laying operations, the green floors shall be dry, stable, smooth and free from ruts, tracks and depressions to ensure positive water flow to the nearest drain tile. Contractor shall continuously check all trenches to ensure that a minimum 1% grade is established for all tile, that grade is more or less consistent and that there are no humps or hollows in the trench profile which would impede flow. Use of level or transit is mandatory. C. Beddinq All drainpipe shall be laid on a minimum of 1" of clean, approved pea gravel. The bedding shall conform to the bottom edge of the pipe. No bedding shall be placed or pipe laid unless the trench is to final grade and bottom is smooth and free from clods and debris. After laying pipe, gravel shall be added to the sides of the pipe (at least to midline) by hand to ensure that true grade, alignment and jointing of the drain tile is not disturbed. After pipe is secure in its location, a larger mechanical machine may lay additional gravel. Contractor shall keep gravel clean at all times. Contractor may heap gravel above pipe if subsequent pea gravel operations are to be delayed for any reason. Contractor shall plan his operation to fully complete tile and pea gravel layer operations for each green before the end of the workday. GREENS CONSTRUCTION 702 d. Lavinq Pipe Pipe shall be laid generally according to the following specifications: (1) Work shall progress from the low point of the green to the high point of the green. (2) Contractor shall follow all of manufacturer's recommendations for preparation, cleaning, laying and jointing of pipe, unless these specifications require a higher degree of care. (3) All connections and fittings shall be manufactured to be compatible with drain tile and shall be of equal or greater strength, durability, and overall quality. e. Protection of Pipe Contractor shall protect all drain tile from contamination by dust or silt. Preferable method is to follow tile drain installation immediately with the pea gravel layer. f. Interface Barrier At the completion of the green floor grading operations, the Contractor shall, as part of the operation, trim the edge of the green dish. The green dish shall be trimmed as near as vertical as possible, taking into consideration the nature of the soil material. The edge shall be smooth, continuous, and free from protrusions and jagged edges. All spoil from this operation shall be removed from the green. A 30 mil. thickness PVC plastic barrier shall be installed the entire perimeter of the green. It shall be placed and held vertically with strength supports, including stakes, sod staples or similar device through subsequent pea gravel, coarse sand and topmix placement operations. Its depth shall exactly correspond to green cavity depth. Its top shall be trimmed flush with the surrounding finished grade. It shall not be disturbed in subsequent operations. If disturbed, it shall be replaced as before. Contractor shall place a 14 gauge direct burial irrigation wire behind plastic barrier and the existing green dish, which shall be used to locate original mix edge in future. It shall tie together in a small valve box. Contractor shall install a small voltage source as described in material section in this valve box. GREENS CONSTRUCTION 703 (3) Pea Gravel Laver - A smooth, even, four -inch (4") layer of approved and washed pea gravel, free from silt and other fines, shall be placed over finished subgrade of the green dish. Care shall be taken to maintain the subgrade and to prevent ruts from machinery, which may disturb water flow to the drain tiles. The pea gravel layer must conform to the green subgrade exactly; (with a tolerance of ±1/2). Care must be taken not to fill in the valleys or to be shallower in the ridges. Work is to be accomplished by hand or with small tractor or machine such as "Bobcat", or equivalent. Boards shall be used to prevent rutting. Contractor may establish 4" pea gravel depth by placing "blue top" grade stakes every 10-12', by placing 4" boards on end (2 x 6 boards ripped to exact 4" width) as a guide to tractor, or by other approved method. Continuous monitoring of depth to achieve accuracy is mandatory. Final grade shall be hand raked to a smooth harmonious grade. (4) Coarse Sand Laver - Is only required if the Owner accepts an additive alternate. A smooth, even, two (2) inch coarse sand layer as specified shall be placed over the 4" pea gravel layer. Depth of coarse sand layer may be established by a pattern of "blue top" grade stakes every 10-12', or by using 2" PVC pipe as a guide to backdragging with a rake. All work to be done with small tractor and/or by hand at option of the Contractor. Continuous monitoring of depth of material is mandatory. Final grade shall be hand raked to a smooth harmonious grade. (5) Supply and Placement of Greens Topmix This operation shall consist of procurement, mixing, random testing, placement and fine grading of approved topmix. (a) Procurement Contractor shall ensure adequate quantities of sand from approved supplier shall be available in a timely manner. GREENS CONSTRUCTION 704 (b) Mixing 1. Topmix shall be mixed off site. Mixing shall utilize "mechanical blending process" specifically designed for USGA topmix production as supplied by: Greens Mix Attn: Peter Stratton E. 3439 Highway 22nd 54 Waupaca, WI 54981 (800) 537-1796 or equal 2. Loader mixing is not allowed as a substitute. 3. Topmix may be mixed at the sand plant. 4. Mixture shall consist of 80% approved sand and 20% approved organic material by volume, or approved rate as determined by soil testing and approved by Owner. 5. The sand and organic material shall be thoroughly mixed to a uniform blend free from pockets of organic material. 6. Amendments - Amendments, as listed in this section, shall be pre -blended into the mix.: 1) One pound of 0-20-10 per CY of mix 2) Milorganite at 2.7 lbs. per CY of mix 3) Scotts "Step" package at .62 Ibs per CY of mix (c) Random Testinq All greens mix shall be stored and mixed at least one month prior to first scheduled placement. 2. Contractor shall test (randomlv spaced) 12 truckloads of mix for conformance to USGA Specifications. Test result will be provided to Golf Course Designer with copies to Owner's representative. All costs for such testing are to be considered incidental and included in the bid and unit price for topmix. 3. If any test shows failure to conform to USGA standards (above and beyond what may already have been known from previous samples when specified by Golf Course Designer or Owner) Contractor shall GREENS CONSTRUCTION 705 immediatelv order a stop to topmix production until determination of cause can be made and Golf Course Designer and Owner's representative shall be notified of the problem immediately. 4. Production may resume pending remedy of situation satisfactory to Owner. 5. All tests shall be done by a laboratory approved by Owner's representative, or in lieu of such approval, a lab which conforms to testing methods recommended by the USGA for putting green construction. d. Placement of Topmix 1. Contractor shall place fourteen enough of approved topmix into the green dish, to allow enough for settlement of twelve (12) inches until sufficient mix to blend the edges of the green to surrounding bank. Topmix material shall be moist when spread to discourage mitigation into the gravel and to assist in firming. 2 Placement shall be made by dump trucks to the edge of greens, pushed in with small bulldozers (D-4 or equivalent), so that in no case is the machine too heavy that it sinks in the sand and/or damages drain tiles. The bulldozer shall work continuously on top of the just placed topmix, to avoid disruption of the grade of the 2" coarse sand layer and/or 4" pea gravel layer. Continuous monitorying of topmix depth is mandatory. 3. Final grade shall be established by small tractor, sand pro with drag mat, and/or roller. All pockets and depressions shall be removed from green, including those at the green edge caused by inadequate quantity of sand and subsequent settling. Use of transit or level to check final grades for positive pitch is mandatorv. 4. Contractor may establish grades with "blue top" grade stakes at intervals of 10-12'. (6) Fumigation - After the placement of topmix on greens, the contractor shall fumigate green area, including an 8' strip outside the green. After the areas have been marked, the greens shall be fumigated using the solid tarp method, applying the material at the specified GREENS CONSTRUCTION 706 rate. The tarp should remain on the green for a period of 2-3 days before it is removed, unless cooler weather conditions dictate longer cover. The material to be used for fumigating the greens will be methyl bromide/chloropierin. Application rate shall be 10 pounds per 1,000 square feet. It should be injected into the soil (not simply under the tarp). NOTE: No Fumiqation in this contract. (7) Soil Amendment - None required in this contract except as noted in grassing specification. (8) Establishment of Finished Grade Before starting preparation of the green surface for seeding, the Contractor shall reset all green, green sand trap, and grass bunker grade stakes, rechecking all grades to make certain that all green undulations are as shown on the plans and an exact proportion and contour of sublayers in green construction. (D) INSPECTION AND ACCEPTANCE: All phases of greens construction are subject to inspection by the Golf Course Designer and/or Owner. Testing procedures may include visual inspection of final grades and quality of greens mix, and both random sampling and testing of the greens mix to ensure its conformity to USGA specifications, and placement to proper depth and contour. Any greens mix not conforming to the USGA specifications, or those specifications stated on the plans, is subject to rejection by the Golf Course Designer and/or Owner's representative. (E) MATERIALS: (1) Drain Tile - ADS N-12 4", drain tile meeting specification ASTM F- 405, perforated or solid as plans may dictate. Fittings shall be as per manufacturer's recommendation. GREENS CONSTRUCTION 707 (2) Pea Gravel - "3/8" USGA Drainage Sand" as supplied by: (a) Turf Materials Inc. 972.412.3425 Samples to be supplied by contractor. All gravel to be clean and free from silt (3) Greensmix — "90/10 USGA Construction Sand" as supplied by: (a) Turf Materials Inc. 972.412.3425 (b) 10% Organic — Sphagnum Peat moss (4) Connection Markers/Air Vents/Clean-Outs (a) NDS 8" Round Grate, (green) P/N #20 (b) 6" ADS N-12 Drain Pipe - Bushings, fittings as necessary to create 6" vertical risers. (5) Interface Barrier Eagle Golf & Landscape 2761-G Saturn St. Brea, CA 92621 (714) 524-8598 (714) 524-6195 Fax (6) 14 Gauqe Wire - Material should be: A.W.G. #14 UL-UF Control Wire as manufactured by Paige Electric or equal. END OF SECTION GREENS CONSTRUCTION 708 SECTION 800 TEE CONSTRUCTION (A) SCOPE OF WORK: The work shall commence after the inspection and approval of the subgrade by the Designer and may consist of furnishing and placing of subsurface drainage, a topmix or soil amendment and fertilizer, fumigation, and establishment of final grades in preparation for grassing. (B) EQUIPMENT: The Contractor shall maintain on the job that sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATIONS: (1) Gradinq - The grading of each tee shall conform to the contours shown on appropriate grading plans or as directed in field by the Golf Course Designer. The subgrade of the tee and all shoulders shall be brought to a uniform depth of six (6) inches below the finished grade of the tee surface itself. Tees require one percent (1%) surface drainage. In order of preference, the following directions of drainage shall be established. (a) Front to Back (b) Right to Left (c) Left to Right (d) Back to Front (Only allowed on steeply sloping tee sites.) Drainage should preferably be away from existing or proposed cart paths or traffic patterns. (2) Topsoil: Contractor shall apply six (6) inches of topsoil to all shoulders of the tee. Topsoil shall be loamy, loose, and friable, the best available on site. (3) Soil Amendments - None required, except as noted in grassing specifications. (4) Fumigation - No fumigation required in this contract. (5) Establishment of Final Grades - Before starting preparation of the tee surface for grassing, the Contractor shall recheck all surface grades to insure that all areas have positive surface drainage. All final grades may be subject to checking by Golf Course Designer or Owner's representative. TEE CONSTRUCTION 800 A final drag of the tee surface shall be made to create a true, even seedbed with positive drainage prior to planting. (6) Preparation of Soil and Grassinq - Consult Grassing specifications. (D) INSPECTION AND ACCEPTANCE All phases of tee construction are subject to inspection by the Golf Course Designer and Owner's representative. Testing procedures may include visual inspection of final grades and quality of tee mix. END OF SECTION TEE CONSTRUCTION 801 SECTION 900 BUNKER CONSTRUCTION (A) SCOPE OF WORK: The work shall commence after the inspection and approval of the sub - grade by the Designer and may consist of furnishing and placing of subsurface drainage, with pea gravel envelope, flushouts, establishment of final grades in preparation for grassing, hand -cutting of edges of sand bunkers, placing plastic liner, spraying out vegetation, placing and spreading of sand. (B) EQUIPMENT: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATIONS: (1) Gradinq - The grading of each bunker shall conform to the contours shown on each Green Detail sheet or grading plan to a uniform depth of six (6) inches below the finished grade of the surface itself. Final grading shall ensure that no "overland" surface drainage shall come into bunker. Grading shall also be done to provide a gentle hollow effect, rather than a flat bottom. Unless otherwise indicated, bunkers shall have a base slightly below existing grade to create a "walk down into the bunker" feeling. Also, unless otherwise indicated, bunkers will be built to hold water, with drainage to be accomplished by tile. All grades shall account for six (6) inches of sand to be placed in bunker, so that sand will remain flush with adjacent lip of bunker, or slightly lower, but never above. (2) Drainage - All trenches are to be cut to the dimensions shown on the construction details or typical details and laid in accordance with the pattern and dimensions indicated on the green details. All trenches are to be surveyed in the field to insure a positive gradient to drain outlet, maintaining a minimum slope of one percent. The base of each trench shall be smooth, dry and free of debris. Care shall be taken to locate tiles in exact low areas or swales of bunker. Other tiles shall be located to best intercept surface flow within the bunker. Where possible, drain tiles shall also be located near the top of bunkers to intercept flow coming into bunkers from an up -slope. (3) Projection of Drain Lines - Upon completion of all preparation, if the bunker is to remain untended, gravel bed in the lines shall be heaped up in an effort to minimize silt wash into tile. All drain lines and gravel shall be immediately covered with a filter fabric to protect BUNKER CONSTRUCTION 900 from silt. This fabric shall be removed just prior to bunker finishing operations. (3) Liner — Sand Trapper 11. (4) Killina Veaetation in Bunker - If bunkers are untended for a length of time during construction, the proposed sand area shall be sprayed with appropriate chemical, approved by Owner's representative, to rid area of weeds. (5) Hand Edainq of Bunker Lip - Golf Course Designer shall mark final edge of bunker with spray paint. Edge shall be cut by hand with shovels to be perfectly vertical. Edge shall be a minimum of eight (8) inches deep. All spoil shall be hauled away. At this time, all silt shall also be removed from tile lines. (6) Placinq of Sand - Consists of two operations: trucking sand to bunker; spreading sand to a smooth even grade. (a) Placement of sand shall be accomplished in such a way to minimize destruction of prepared seedbed or sod near the bunker (and other areas on the golf course). Enough sand shall be placed in each bunker so that 4" of compacted sand can be achieved. Use of small trucks or utility vehicles, careful planning of haul roads and entry points, boards for protection of turf and other means as may be approved shall be employed. (b) Sand shall be spread by small tractor, trap rake, or by hand, as may be most effective, so that a smooth finish and consistent four (4) inch depth are accomplished. Sand shall be spread as soon as possible after placement. (c) If sand is not to be spread immediately, for whatever reason, it shall be dumped across the bottom of the bunker and shall be placed over the drain tiles to minimize silting in the event of a rainstorm. (D) INSPECTION AND ACCEPTANCE: All phases of bunker construction are subject to inspection by the Golf Course Designer and/or Owner. Testing procedures may include visual inspection of final grades and quality of sand, random sampling and testing of the sand to ensure its conformity to USGA or other specifications. BUNKER CONSTRUCTION 901 (E) MATERIALS: (1) Bunker Sand — "Azel" Bunker Sand" as obtained from: Turf Materials Inc. 972.412.3425 (2) Drain Tile - As specified in Greens Construction section. (3) Sod - As specified in Greens Construction and Grassing. (4) Pea Gravel - As specified for greens construction and may be obtained from: Turf Materials Inc. 972.412.3425 END OF SECTION BUNKER CONSTRUCTION 902 SECTION 1000 FINE GRADING, FERTILIZING AND GRASSING (A) SCOPE OF WORK: The work consists of furnishing the required materials, equipment and labor needed to remove any sticks, roots, or stones from the topsoil of the finished graded areas prior to the Owner's fertilizing and sodding of areas designated on plans and specified herein. The Contractor shall fertilize and seed greens per specifications. (B) EQUIPMENT: The Contractor shall maintain on the job that sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) OPERATIONS: (1) Greens: (a) Fertilizinq - Fertilizer shall be delivered to the site in bags or other convenient containers, each fully labeled, conforming to applicable state fertilizer laws, and bearing the name, trade name or trademark, and the warranty of the producer. Fertilizer shall be stored in a weatherproof storage place in such a manner that it will be kept dry and its effectiveness will not be impaired. Fertilizer shall be worked into the soil profile at a depth not to exceed 2 inches with Roseman landscape rakes or an approved equal. (b) Seed Bed Preparation - The surface shall be smoothed and rolled until a fine uniform seedbed is obtained. There shall be no areas on the surface of the green where water will not drain off. The top one (1) inch of the seedbed shall then be lightly loosened ready for grassing. (c) Grassinq: 1. Contractor shall accurately mark the green's edge using wire flags, approximately 10' to 15' apart. 2. Contractor is responsible for probing the greens mix, in random areas, to insure a consistent depth as shown on the plans. 3. Contractor is responsible for applying the seeds at the specified rate using hand planting; insuring that seed is spread evenly. FINE GRADING, FIRTILIZING & GRASSING 1000 (2) Fairways and Rouahs: (a) Weed Removal - Prior to grassing Contractor shall mechanically remove weeds. Where Bermudagrass or other persistent perennial plants exist, Contractor shall apply "Round -Up" all-purpose week killer to affected areas two weeks prior to grassing. If needed, in the opinion of the Golf Course Designer, a second application shall be applied not less than five (5) days prior to seedbed preparation begins. (b) Seedbed Preparation - All sticks, roots, stones or other debris left on the surface of the finished rough grade shall be completely removed by the Contractor using a Harley Rock Picker, or equivalent, and other such equipment and hand tools as may be necessary. All stones of 1/2" and above in size shall be removed from the seedbed. Following such removal, the Contractor shall loosen all areas to be grassed either by plowing, tilling, or disking the soil to a depth of six (6) inches. Where subsurface rock is present, contractor shall disc to a maximum of 4". Further disking, or use of spring tooth or spike tooth harrows shall finely divide following this loosening operation, the surface of the soil, until all seedbed areas are satisfactory to the Golf Course Designer. The surface of all areas to be grassed, after final working, shall conform to the finished grades shown on the Grading Plan. When grades are not established in areas to be grassed, all depressions shall be filled and the resulting grade shall be smooth and continuous. Area to be grassed shall also be finished graded to meet any walks and adjoining surfaces after compaction in a uniform manner so no water pockets or ridges are left. The Contractor shall use a surveyor's level where necessary to make certain that there are positively no fairway areas which do not have perfect surface drainage. (c) Soil Amendments - Amendments shall be determined by soil analysis and shall be incorporated into the soil to a depth of at least 4 inches by disking, harrowing or other acceptable method within 24 hours following application. NOTE: When an amendment is required it will be applied prior to FINE GRADING, FIRTILIZING & GRASSING 1001 application of fertilizer. See materials section for required amendment. (3) Tee Surfaces: (a) Seedbed Preparation - Specifications for fairway preparation shall apply. Handwork is mandatory. (b) Soil Amendments - See Fairway Specifications. (4) Banks and Shoulders: (a) Seedbed Preparation - Specifications for fairway preparation shall apply. Debris removal and finish work shall be accomplished with small machinery such as "rock -hound" or equivalent. (5) Brushed Heads - Bank and shoulder specifications apply. Contractor may be required to bring in topsoil to restore brushed areas to grade. Final grade shall avoid pockets. (6) Miscellaneous Areas - All areas to be grassed under this contract have been covered in green or fairway grassing specifications. (E) INSPECTION AND ACCEPTANCE (1) The Golf Course Designer will inspect the finished fine graded areas before fertilizing, and grassing can be commenced. The Contractor shall notify the Golf Course Designer several days in advance that certain areas will be ready for this inspection so that no delays will be occasioned in the performance of the work. (2) General Material Specifics (a) All seed shall be labeled in accordance with the United States Department of Agriculture and Regulations under the Federal Seed Act and AOSA. Seed shall be furnished in sealed standard containers unless exception is granted in writing by the contracting agency. Seed, which has become damaged FINE GRADING, FIRTILIZING & GRASSING 1002 in transit or in storage, will not be acceptable. The type and minimum percentages -by -weight of pure live seed shall be as follows: Purity 97% Live Seed 90% Weed Seed 0% Crop Seed 0% Poa trivialis 0% Poa annua 0% The Owner's Representative and/or Designer shall be furnished with signed copies of the vendors statement certifying that each container of seed delivered is fully labeled in accordance with the Federal Seed Act and AOSA and comply with the standards as set above. At the request of the Designer a 50 gram (1/8 lb. sample) of each seed type* and seed lot shall be sent to an independent registered seed lab for testing. If, during or after completion of the fertilizing or grassing operations, a check of the quantities of fertilizer and seed or sprigs used indicates that the minimum rate of application has not been met, the Golf Course Designer will require the distribution of additional quantities of these materials to make up the application specified. (b) The work of fertilizing and grassing will be accepted by the Golf Course Designer upon completion of each area if it complies with the specifications for grassing and fertilizing as set forth herein. (F) MATERIALS: All materials to be used in the process of fine grading, fertilizing and grassing shall be new and without flaws or defects and of quality as outlined in the specifications. The Golf Course Designer and/or Owner shall have the option to reject any seed; sprigs or fertilizer which fails to meet the recommended specifications. The materials for fine grading, fertilizing and grassing shall include: (1) Fertilizers: (a) Greens - Greens shall receive two cross -applied applications of 1:2:1 agricultural grade fertilizer at a ratio of 45 pounds of nitrogen per acre, each application. In addition, milorganite shall be used as a seed carrier at a rate of 100 pounds of milorganite per thousand square foot of green, as a seed carrier. FINE GRADING, FIRTILIZING & GRASSING 1003 (b) Fairways, Tees. Rouqhs - Shall receive two cross -applied applications of 1:2:1 agricultural grade fertilizer at a ratio of 45 pounds of nitrogen per acre, each application. In the event new turf doesn't respond contractor shall be obligated to make one additional application to such areas. (c) Other amendments for greens Scotts "Step" Package Specifications for Bidding Nutrient Sources: S Calcium ammonium sulfate, ferrous sulfate Fe Ferrous sulfate, ferric oxide Ca Calcium ammonium sulfate, dolomite Mn Manganese oxide Zn Zinc oxide Cu Copper oxide Mo Sodium molybdate Step: Sulfur (10.97 percent) from ferrous sulfate and calcium ammonium sulfate; iron (9 percent) from ferrous sulfate and ferric oxide; calcium (6.08 percent) from calcium ammonium sulfate and dolomite; manganese (2.6 percent) from manganese oxide; magnesium (2.23 percent) from dolomite; zinc (1.3 percent) from zinc oxide; copper (0.5 percent) from copper oxide; and molybdenum (0.026 percent) from sodium molybdate. Particle size: 10+25 mesh (0.7-2.0 mm) Net weight: 50 lbs. (22.68 kg) Coverage: New greens construction: Incorporation: 0.62 lb. product per cubic yard Surface application: 500 lbs. product/A and roto-till to 6 inches deep Bulk density: 75 lbs./cu. ft. Stock no.: 83113 (2) Grasses: (a) Greens - MiniVerde Bermudagrass. Rate: 15 US bushels per 1000 SF (b) Tees - 419 Bermudagrass Rate: 20 US bushels per 1,000 SF (c) Fairways - 419 Bermudagrass Rate: 600 US bushels per acre FINE GRADING, FIRTILIZING & GRASSING 1004 (d) Mounds, - Tifton 10 Bermudagrass at a rate of US 600 Bu/Ac. (e) Roughs- Tifton 10 Bermudagrass at a rate of US 600 Bu/Ac. (f) Shaded Areas -These areas will be seeded with a mixture of Tall Fescue. Tall Fescue shall be a blend of three cultivars (33% by weight each) from the varieties listed. Aztec Tall Fescue Guardian Fescue Wrangler Fescue (h) Native Areas - To include all of the following: 1. Texoka Buffalograss - 20 Ibs/acre 2. Blue Grama - 5 Ibs/acre 3. Little Bluestem - 2 Ibs/acre 4. Switchgrass -1 lb/acre 5. Sand Dropseed -.5 Ibs/acre 6. Sideoats Grama - 2 Ibs/acre *All seed to be drilled into prepared bed. END OF SECTION FINE GRADING, FIRTILIZING & GRASSING 1005 SECTION 1100 SODDING (A) SCOPE OF WORK The section of the specifications consists of supplying and furnishing the required materials, equipment and labor required to receive delivery of sod, store temporarily as necessary, transport to sodding sites and install upon the topsoil of finish graded areas (as described in the fine grading and fertilizing section), together with the finish and cleanup work as may be required to perform and complete project. (B) EQUIPMENT: The Contractor shall supply and maintain in good working order on the project sufficient equipment of the types needed to complete all work in accordance with the requirements of this specification and within the contract time. Equipment shall be of the character to negotiate sloped mounds and other slopes as may be designed by Golf Course Designer, and be equipped with float tires or other tires that are specifically designed to minimize damage to prepared soil areas. (C) OPERATIONS: 1) The sod laying operation shall consist of the following phases: t' a) General b) Soil Preparation c) Sod Delivery d) Sod Installation e) Maintenance and Protection (a) General It is the responsibility of the contractor to prepare a staging area for each major area to receive sod. These areas are to be coordinated with Owner's representative to ensure minimum damage to the areas of the golf course not being sodded. Owner's representative shall approve delivery routes into each staging area. Sodding shall be planned so that no traffic shall cross newly sodded areas after initial irrigation has begun. After an area has been sodded, all equipment shall be moved to the next site or removed from the project without disturbing already completed work. (b) Soil Preparation 1. Preparation of Soil - All areas to be sodded shall have been generally prepared as designated in the fine grading section of these specifications. Sodding contractors shall be responsible for maintaining and/or restoring finish grade disturbed in the course of SODDING 1100 sodding operations prior to installation of sod. All areas to receive sod shall be satisfactory to Owner's representative. Grade shall be smooth and harmonious with no depressions, which might impede drainage. All clods and debris shall be removed immediately prior to installation of sod. Special attention shall be paid to areas where sod shall be laid adjacent to cart paths and greens surfaces or other critical areas. Enough soil material must be removed so that after installation of sod, the finish grade shall be flush to the adjacent surface. No drainage water shall be blocked. Where necessary, Contractor shall use surveyors' level to make certain that all areas to be sodded drain adequately. Before installing any sod whatsoever, Contractor shall satisfy himself that water is available for watering sod through irrigation system or other means. In no case shall sod be laid in an area where suitable water sources are not available. 2. Soil Amendments - Amendments shall not be required as a part of this contract. Note: If and when soil amendments are required by these specifications, they shall be applied prior to the application of fertilizer. See Materials section for required amendments, if any. 3. Fertilizinq - Fertilizer shall be applied in the amounts and manner as prescribed in the fine grading specifications. Fertilizer shall be applied on the same day immediately prior to sod installation as is practical (c) Sod Delivery Contractor and supplier shall take all measures necessary to deliver sod to the site in viable condition. Immediate cutting expedited trucking schedules, proper handling, including tarping, and other measures as required shall be taken. Owner's representative shall inspect sod immediately upon delivery at site or as soon thereafter as practical. Owner's representative prior to delivery shall reject any sod in obvious sign of distress. Sod shall be delivered to the project site within 24 hours after being cut, unless circumstances beyond Contractor's control make it necessary for sod to be placed in temporary storage. In this case, permission shall be obtained from the Owner's representative. Sod shall be laid the same day of delivery. If weather conditions prevent this, sod shall be stored, protected from wind and rain until the earliest available time for laying. In no case shall sod remain in storage on site longer than three (3) days. SODDING 1101 Sodbed shall be slightly moistened. Sod shall be delivered in tight rolls and shall be kept slightly damp for its protection and to facilitate handling. Sod shall be carefully unloaded from the truck, and in no case shall dumping or dropping from the delivery vehicle be permitted. Failure to meet these delivery specifications may result in rejection of sod if in the opinion of the Owner's representative, viability is questionable. The area to be sodded shall be delineated and agreed upon by Contractor and Owner's representative. Where quantity estimates have been provided for each area of sod to be laid, such delineation shall take this into account. In no case shall additional sod be laid for the sole convenience of the Contractor. It is the Contractor's responsibility to place exactly the amount of sod required at each area, and carefully move excess to the next area. Sodding of additional areas for the sole convenience of the Contractor shall in no case give rise to a claim for additional payment. (d) Sod Installation The first roll of sod shall be laid in a straight line. Subsequent rolls shall tightly abut the first roll, and shall have staggered joints for additional strength. All sides shall tightly abut the adjacent strip, pushed together tightly enough to allow for natural shrinkage. However, there shall be no overlap, and when such overlap happens accidentally, sod shall be neatly trimmed to form a tight joint. Contractor shall replace any sod that is off-color, dried out or failed has to take root by neatly cutting or patching new areas of sod as described above. Contractor shall take care not to damage sod to remain from previous installation. Immediately after lying of sod, it shall be rolled with a heavy-duty roller of common type. Rolling shall be done when and where the soil and sod are stable enough to prevent slippage and other types of damage. (e) Maintenance and Protection. All areas sodded as designated on these plans and/or delineated by Owner's representative shall be watered within one half hour of installation by the Contractor. Owner's representative shall continuously monitor them. Contractor is responsible for all aspects of newly sodded areas until Owner accepts each specific area. SODDING 1102 No air drying of root shall be allowed. All sod situated on the edges of the area to be sodded shall have a soil lip raked over their roots to minimize air -drying. Where joints of sod separate, due to shrinkage or other factors, these joints shall be top dressed with a loose, friable soil material similar to the native soil. Where gaps become too large for top dressing, new sod shall be neatly patched in to open areas. All cuts shall be smooth, even and angular. No jagged edges shall be allowed. (D) INSPECTION AND ACCEPTANCE Acceptance of sod will not occur until after installation in the completed project and assurance that the sod is viable, and functioning as intended according to these specifications. All materials of whatever nature used in sodding operations shall be subject to inspection and approval by Owner's representative at all times during the procurement period and installation operations. The Owner's representative until a minimum of one week will not make final acceptance of sod after installation or at such time when it is determined that sod meets these specifications and is satisfactory to Owner. The burden of proof concerning compliance with these specifications rests completely with the Contractor and the Sod Supplier. If Owner's representative is not completely satisfied of sod supplier's ability to deliver sod meeting these specifications in a timely manner, he shall have the right to designate an alternate sod supplier. If Owner's representative chooses to designate alternate sod supplier, original supplier shall have all rights and remedies available in these contract documents. However, the time limit for providing proof of ability to meet specifications, shall be a maximum of three (3) days from such decision to designate alternate sod supplier if sodding operations are imminent, and as provided in the special and General Conditions earlier in the project. (E) GRASSING DATES: Approved sodding dates are as follows: May 30, 2016 — July 15, 2016 (F) MATERIALS: 1) All materials to used in the process of fine grading, fertilizing and sodding, shall be new and without flaws or defects of any kind and of the quality outlined in these specifications. The Owner's representative shall have the option to reject any sod, fertilizer or amendments which, in his SODDING 1103 opinion, fail to meet the recommended specifications or are otherwise unsatisfactory for the project. 2) The materials for the fine grade, fertilizing and sodding shall include: a) Soil Amendments - No soil amendments are required as part of this contract. b) Fertilizer - 1:2:1 Agricultural grade fertilizer at a ratio of 45 pounds of nitrogen per acre. c) Sod Suppliers - In securing potential sod suppliers, the Contractor shall endeavor to provide a sod that meets the following qualifications: 1) Sod Tvpe — a. Tee and Fairway - Sod shall be Tifsport Bermudagrass sod found at: TurfGrass America b. Rough — Sod shall be GN-1 Bermudagrass as found at: TurfGrass America 2) Certification -Certification of sod shall be required as a part of this contract. 3) Contract Growinq - Unless specifically agreed to in advance by Owner, contract growing is not contemplated nor will it be accepted as part of this contract. 4) Sod Evaluation by Owner - As soon as practical after signature of the Contractor, the Contractor shall provide the Owner the name of his potential sod supplier(s). Owner's representative shall make an evaluation of such supplier's ability to perform under the specifications of this project. As a part of this evaluation, Owner's representative may visit source of sod proposed for project. In evaluating the sod to be proposed for this project, the Owner's representative shall utilize the following parameters: a) Sod shall be strongly rooted sod, dense and mature at the time of inspection, in vigorous condition, free of debris, weeds or undesirable grasses. b) Sod shall be of the type designated under turf type in this section, and shall contain a minimum of 99% of the specified turf type. If sod is required to be certified, appropriate certification papers shall be available at time of inspection. c) Sod shall be grown within 100 miles of the project site, unless otherwise agreed to by Owner's representative. SODDING 1104 d) As far as is practical, sod shall be grown on soil similar in character to that which exists on the site. In no case shall sod be accepted that his grown on soil detrimental to the future growth of sod once installed, in the opinion of the Owner's representative. e) Supplier shall satisfy Owner's representative that a minimum of 110% of the required quantity of sod under the conditions outlined above is available. Unless otherwise stipulated by Owner's representative, all sod shall come from one supplier. In no case shall Owner's representative be required to accept sod from a supplier that is acquired from a secondary sod supplier without his expressed permission. 5) Designation of Sod Supplier - At Owner's sole convenience and option, Owner's representative may designate a certain portion of sod from proposed supplier or others (if Contractor's proposed supplier has been rejected), to be set aside and reserved for harvest in connection with this project. In such event, Owner's representative shall have the right to inspect the sod in the nursery from time to time prior to harvesting, and shall have the right to reject the sod at any time prior to harvesting if it falls below minimum specifications outlined here, or in any other way becomes unsatisfactory for use. Once designated, sod supplier shall maintain the sod in such fashion as may be required by Owner's representative. Sod shall be subject to all cultural practices proposed for the project, including minimum fertility rates (at least sufficient to maintain color and vigor), weed control using proper chemical techniques where necessary, pest control, regular cutting at fairway height, and protection from hazard including freeze and flood. 6) Undesianated Sod Supply - In the event that Owner does not designate such field of a sod supplier, it shall be the Contractor's responsibility to provide acceptable sod meeting these specifications at time of delivery. SODDING 1105 (G) PAYMENT Payment for sod shall be made on the basis as described on the bid form. Additional payments shall be made on an agreed to unit price basis in cases where Owner's representative has designated additional areas for sodding and additional such areas have been duly noted by the Contractor prior to placement. In the event that the Owner directs Contractor to change sod suppliers at any time or for any reason, Contractor shall be entitled to a differential in price (up or down) directly corresponding to the difference in cost of procuring sod from new source. In his pre -construction submittals, Contractor shall designate the portion of his unit price attributable directly to sod supplied, including applicable taxes, delivery charges, etc. If and when sod suppliers are changed, exact unit price of new supplier shall be duly noted. Unit prices supplied to Owner shall reflect only the direct cost of sod supplier and shall not be adjusted to include risk or any other factor not directly associated with supplier's cost. END OF SECTION SODDING 1106 SECTION 1200 Concrete Cart Path Construction (A) SCOPE OF WORK: (1) The work consists of furnishing all equipment and materials and performing all work in connection with the installation of cart paths as shown on the plans and construction detail. (2) This specification covers steel reinforced and synthetic fiber reinforced concrete that shall be delivered to the Owner uniformly mixed, so the concrete can be sampled and tested at the point of delivery. It also covers the placement, consolidation, curing, or protection of the fiber - reinforced concrete after delivery to the Owner. (3) All concrete pavement constructed shall conform to the provisions of Item 5.8 of the latest edition of the "Standard Specifications for Public Works Construction" published by the North Central Texas Council of Governments. (4) The areas on which the pavement is to be constructed including the areas which will support the paving machine or side forms shall be cut to the plan elevation. Cart path sections with curbing will have a compacted base 12" below finished grade; cart path sections without curbing will have a compacted base 6" base below finished grade. After compaction of the sub -grade the side forms shall be set to line and grade and securely fastened. A sand course shall be placed as shown on the plans and the required drainage forms installed in place before placing concrete. (B) EQUIPMENT: Regular finishing equipment for finishing concrete pavements shall be mechanical, self-propelled spreading and finishing machines either the slip -form or form riding types, and shall be capable of compacting and finishing the concrete. For small projects or projects with variable widths, a vibratory screed may be used in lieu of a finishing machine, upon approval of the Golf Course Architect. If side forms are used they shall be straight and of a depth equal or greater than the specified thickness of the pavement. All forms shall be in sections not less than 10 feet in length and a base width sufficient to prevent displacement from line or grade during paving. Flexible or curve forms shall be used for construction of circular pavement where the radius is 100 feet or less. Forms shall have adequate devices for secure setting and locks for joining the ends of abutting form sections together tightly. (C) OPERATIONS: CONCRETE CART PATH CONSTRUCTION 1200 (1) Establish Sub -grade - The sub -grade for the cart path shall be established with small bulldozer. Care shall be taken to ensure that: a. The final path grade establishes drainage on, across, and beside the path. Minimum slope on path is 1%. Grading shall drain path away from tees, greens, or bunker complexes and away from fairways unless allowed by Golf Course Designer. b. Where designated, grading shall allow sufficient depth for curb. Grades shall established so that water drains over curb as shown on detail. C. If designated, cart path shall act as conduit for hillside drainage and be graded accordingly. d. If unstable soils are encountered, the Contractor shall over excavate soil and bring in stable soil or rock at direction of Golf Course Designer. Compaction shall be 90% minimum. Owner reserves the right to require tests of questionnaire areas at contractor's expense. A maximum of five (5) such tests shall be required. e. Final routing to be determined by owner's representative in field as a minimum, the following "guidelines" have been established: (1) Clearing as per clearing specifications: width of path, plus 4' on either side (where applicable) trees adjacent to path trimmer to head height. (2) Smooth harmonious curves in all cases (do not alter sound path alignment to save trees) Minimum radius 100! Avoid sharp reverse curves, or other curves that are difficult to negotiate. (3) At intersections, and curve's minimum curve radius is 25 ft. (2) Placing Concrete. Just prior to placing concrete, the base course shall be slightly moistened until thoroughly damp, but water shall not run off. The objective is to prevent wicking of moisture from concrete. Base shall be smooth and even. For concrete placed CONCRETE CART PATH CONSTRUCTION 1201 when the temperature of the air is 35 degrees Fahrenheit or below, the concrete immediately after placing in the forms shall have a temperature between 50 and 80 degrees Fahrenheit. The sub -grade or base shall be entirely free form frost when concrete is deposited. (3) Consolidating and Finishing. The pavement shall be finished by an approved slip -form paver, form riding finishing machine operated over each section of pavement or be to produce the specified results. A medium transverse broom texture or an artificial turf drag shall be applied to provide a uniform gritty texture. The surface shall be continuously checked for trueness with ten -foot straightedges. If the pavement surface is dragged with a diagonal or wedge-shaped float, only occasional straightedge surface checks, while the concrete is plastic, will be required. Before the concrete has taken its initial set, the edges of the pavement along each side shall be worked with an approved tool and rounded to a radius of one-fourth inch. The edges along each side of an expansion joint shall be rounded to a radius of one -eighth inch. All tool marks left by the edging shall be eliminated. The pavement shall be textured to provide a satisfactory surface. (4) Joints. Joints shall be constructed of the type, dimensions, and at locations specified. (a) Longitudinal Joint. If the pavement exceeds 10 feet in width, a longitudinal joint shall be constructed along the pavement centerline by sawing. Sawing shall be done as soon as possible, but not later than the following day. Sawing shall be done to a minimum depth of one-third of the specified pavement thickness. (b) Transverse Joints. Transverse joints shall be constructed by sawing to a minimum depth of one-fourth of the specified pavement thickness and a maximum width of three -eighths inch (determined at the time of sawing). Joints shall be sawed as soon as the saw can be operated without damaging the concrete. Unless otherwise shown on the plans, joints shall be sawed at a maximum spacing of 10 feet. (c) Construction Joints. Construction joints shall be constructed at the end of each day's work and whenever necessary to suspend work for more than 30 minutes. Construction joints shall be plain butt joints without either load transfer devices or keyways. CONCRETE CART PATH CONSTRUCTION 1202 (d) Expansion Joints. Expansion joints shall be provided in the pavement on either side of a bridge at distances of approximately 20 and 60 feet from the bridge. In cart paths, expansion joints shall be constructed every 30' (maximum) or shown on plans. The preformed filler shall be one inch in thickness and extend the full width and depth of the concrete pavement. If joint sealing is specified, an opening one -inch in width by one inch in depth shall be formed for installation of the joint sealer. (5) Curing. If site conditions warrant, curing methods shall be undertaken. Immediately after the finishing operations have been completed and after the free water has evaporated from the surface, the concrete shall be cured by spraying thereon a uniform application of curing membrane in such a manner as to provide a continuous uniform film without marring the texture of the surface. A minimum of one gallon of material shall be used for each 200 square feet of surface. Curing material shall be thoroughly agitated immediately prior to use. If forms are used, the pavement edges shall be coated with the curing material as soon as the forms are removed. Any areas of pavement film that may have been damaged shall be re -sprayed during this operation. Curing may also be accomplished by means of water curing with wet burlap cloth, waterproof paper or polyethylene sheeting. Curing shall be applied as soon after the finishing operations as possible without marring the surface texture. Curing shall be continued for seven days unless specimen beams have attained a modulus of rupture of 600 psi. The contractor shall be responsible for protecting the concrete from freezing. The above requirements are minimum requirements only. Any concrete showing injury or damage due to inadequate or improper curing shall be repaired or replaced by the Contractor at no additional cost. (6) Surface Smoothness. The concrete pavement surface shall be constructed to a tolerance of one-fourth inch in 10 feet in both longitudinal and transverse directions. Sections of pavement containing depressions that cannot be corrected by grinding shall be repaired or replaced by the contractor to the satisfaction of the Architect. CONCRETE CART PATH CONSTRUCTION 1203 (7) Sealing Joints. If joint sealing is specified, joints shall be sealed as soon after completion of the sawing as is feasible and before the pavement is opened for use. Just prior to sealing, each joint shall be thoroughly cleaned of all foreign material by a jet of water or air under pressure. The joint faces shall be clean and surface dry when the seal is applied. Backer rod material shall be installed in each joint so the top is three -fourths of an inch below the pavement surface. Joint seal material shall be applied and the surface struck -off so that the top of the sealing material is one-fourth of an inch below the pavement surface. The completed sealed joint shall be clean and neat without any sealing material on the pavement surface. (8) Restoring Shoulder and Slopes. All shaping and finishing of shoulders and back slopes shall be completed immediately after the surfacing material is placed. The shoulders may be shaped with a blade grader, provided that they conform in all respects to the lines, grades, and cross sections shown on the plans. All cart paths must have positive drainage across the width of a minimum of 1%. Special care shall be taken to lower "downside" of path to allow water to drain off path. Lower 1.5" to allow for future height of turf. (9) Opening to Traffic. The completed pavement may be opened for general use when seven days have elapsed. It may be opened for use of bicycles, golf carts or pedestrians only, after three days have expired. (D) INSPECTION AND ACCEPTANCE: 1. All phases of the cart path installation are subject to inspection by the Golf Course Architect. Where changes in the field are made or influenced by discrepancies in topo, the contractor is responsible for maintaining positive cart path drainage. 2. Required Submittals: For fibrous reinforcing Submit [3] copies of manufacturer's printed product data, clearly marked, to indicate proposed fibrous concrete reinforcement materials. Printed data should state 1.5 lbs. of fiber to be added to each cubic yard of each type of concrete. Submit [3] copies of manufacturer's printed batching and mixing instructions. CONCRETE CART PATH CONSTRUCTION 1204 (E) Submit [3] copies of a certificate prepared by the concrete supplier stating that the approved fibrous concrete reinforcement materials at the rate of 1.5 lbs. per cubic yard were added to each batch of concrete delivered to the project site. Each certificate shall be accompanied by one (1) copy of each batch delivery ticket indicating the trade name, manufacturer's name and amount per cubic yard of fibrous concrete reinforcement material added to each batch of concrete. MATERIALS: Materials shall meet these specifications: Concrete ASTM C 94 Alternate No. 2 4000 psi at 28 days 6 + 2% Entrained Air Curing Materials ASTM C 309, M171, or M182 Reinforcing Bars ASTMA615 of grade shown on drawings with min. yield strength of 60,000 psi Supports For Re -Bar Chairs, bolsters, or spacers complying with P57-66. Preformed filler ASTM D 1751 1. The various materials shall meet the applicable requirements of ASTM C 1116; Items 2.1 and 2.2 of the latest edition of the "Standard Specifications for Public Works Construction" published by the North Central Texas Council of Governments; and, the Owner. The Contractor shall be responsible for submitting the mix design to the Owner for approval prior to construction. 2. The fibers shall contain virgin homopolymer fibers or other fibers for which documentary evidence can be produced confirming their long term resistance to deterioration when in contact with the moisture, and in contact with alkalis present in cement, or the substances present in air entraining and chemical admixture. Fibers shall be capable of producing fiber reinforced concrete meeting the requirements of this specification. The quantity of fibers in the mix design shall be as specified by the Owner. 3. The fiber reinforced concrete shall comply with ASTM C 1018 (Test Method for Flexural Toughness and First Crack Strength of Fiber Reinforced Concrete). 4. The minimum flexural strength shall be 650 psi after 28 days. 5. The specified slump shall be greater than 3 inches but less than 5 inches. Trial mixtures representing the type and amount of fibers to be used in the work shall be prepared and tested to ensure that the CONCRETE CART PATH CONSTRUCTION 1205 specified slump requirements are met and to determine the slump that is appropriate for workability. 6. Acceptance of material shall be based on flexural strength and toughness in accordance with ASTM C 1018, and compressive strength in accordance with ASTM C 31, C 192, C 39 and C 42. 7. The flexural toughness shall equal or exceed the specified values for Performance Level I in accordance with ASTM C 1018. (F) METHOD OF MEASUREMENT: The yardage under this item will be the number of square feet of concrete pavement completed and accepted in place. The width for measurements will be the width of the pavement shown on the typical sections of the plans. The length will be measured horizontally along the centerline of the pavement. The plan quantities as adjusted for changes and errors, will be the method of measurement. CONCRETE CART PATH CONSTRUCTION 1206 Fort Worth, Texas Irrigation Bid Document Instruction To Bidders Irrigation Bid Form Irrigation Specifications Detail Drawings �" ' i�- OF r : 'ArDANIEL March 25, 2015 ' ........F._FAR........ 83029 <fCEN Sti v • `>F Y� Pre ared B p J, IPD, LLC . y..... ..... ............... (Texas F-6064) DANIEL F. FARRIER 425 Patricia Road ?. ` 4501 Georgetown, TX 78628 ''%^•. ,: �o (512) 528-1669 •••...... P_= INSTRUCTION TO BIDDERS March 25, 2015 INSTRUCTIONS TO BIDDERS Irrigation System Rockwood Golf Course Fort Worth, Texas INDEX A. General................................................................... B. Preparation of Bids ................................................. C. Bid Submittal.......................................................... D. Performance & Payment Bonds ............................. E. Clarification............................................................ F. Material Specifications ........................................... G. Late Modification or Withdrawal of Bids ................. H. Pre -Bid Conference ................................................ I. Due Date and Opening of Bids .............................. J. Owner Rights......................................................... K. Execution of Contract ............................................. L. Construction Dates ................................................. M. Liability Insurance .................................................. N. Indemnity................................................................ O. Termination by the Contractor ............................... P. Termination by the Owner ...................................... Q. Assignment and Subletting of Contract .................. R. Sales Tax............................................................... S. Laws and Regulations ............................................ T. Safety Standards and Accident Provisions............ ....................................................................... 2 ....................................................................... 2 ....................................................................... 2 ....................................................................... 3 ....................................................................... 3 ....................................................................... 3 ....................................................................... 3 ....................................................................... 3 ....................................................................... 3 ....................................................................... 4 ....................................................................... 4 ....................................................................... 4 ....................................................................... 4 ....................................................................... 4 ....................................................................... 4 ....................................................................... 5 ....:.................................................................. 5 ....................................................................... 5 ....................................................................... 5 ....................................................................... 5 A. General On behalf of the Owner, you are invited to bid for the construction of a new irrigation system for the Rockwood Golf Course; Fort Worth, Texas. The bids shall include the cost of furnishing all labor and construction equipment required to install the irrigation system as designed. The bids shall be prepared and based in accordance with all Contract Documents and Drawings. Bids shall conform and be submitted in accordance with the Architect's Documents and Instructions. If there is any conflict between the Architect's documents and instructions and the irrigation bid instructions, documents, or drawings, the Bidder shall follow the instructions of the Architect and bring the discrepancy to the attention of the Architect, Owner's Representative, and Irrigation Design Consultant. B. Preparation of Bids Bidder should carefully examine all documents including provisions noted in the Contract Drawings, Instructions To Bidders, Bid Form, Irrigation Specifications, Pump Station Handling and Installation, and Detail Drawings and shall familiarize himself with the actual site to insure that all conditions and matters which affect in any way the work or costs are completely understood. 2. Information provided in the Contract Documents relating to existing conditions, boundaries, surface or subsurface conditions may not be accurate. The Irrigation Contractor shall assume full responsibility for all losses due to any condition encountered during the execution of this contract. It is the Irriaation Contractor's sole responsibility to insure his or her own understandina and awareness of all conditions pertaining to the satisfactory completion of this irrigation oroiect. 3. The Bid Proposal Form shall be submitted on reproduced unaltered Bid Forms. Bids shall be signed with the name typed below the signature. Where the Bidder is a corporation, bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation to the Contract. C. Bid Submittal 1. Bid submittal shall be in accordance with instructions from the Architect or as contained in the Instructions To Bidders, Bid Form, Irrigation Specifications, Drawings, and all other Instructions from the Architect, Owner, and Irrigation Design Consultant. 2. Bid submittal is the Contractor's confirmation of his intention to install irrigation equipment as specified. Any deviation requested from the specified equipment or installation practices must be submitted for approval as directed in other sections of these specifications. Bid submittal will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of the Contract Document and Drawings and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given Design Consultant written notice of all conflicts, errors, ambiguities and discrepancies that Bidder has discovered in the Contract Documents and the written resolutions thereof by Design Consultant is acceptable to Bidder, and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing of the Work. Instruction To Bidders March 25, 2015 Rockwood Golf Course 2 IPD, LLC 4. Written identification of the Irrigation Contractor's experience and qualifications for completing this irrigation work shall be included with the Bid. The identification shall include the following; a) A list of the three (3) latest and comparable irrigation projects completed with the telephone numbers of the owner, general manager and superintendent. b) The name and recent experience of the irrigation construction superintendent proposed for the project. Provide the construction superintendent's Texas Irrigators license certificate number. The construction schedule starting and completion dates are an integral part of the bid submittal. The work schedule shall conform and compliment the construction schedule as provided by the Architect. D. Performance & Payment Bonds Per Architect's Instructions and City of Fort Worth Requirements E. Clarification If after reviewing the complete materials of the Contract Documents, any prospective bidder is in doubt regarding the true meaning of any portion, then a written request for clarification may be submitted to the Irrigation Design Consultant. Any such submittal shall be submitted no later than five (5) days prior to the scheduled bid opening. Any clarification, considered necessary, will be made by the Owner or Design Consultant in the form of an Addendum. A copy of the addendum will be transmitted to each person or company receiving a set of Bid Documents. The Owner, the Owner's representative, or Design Consultant shall not be responsible for any other explanation or interpretation of the project documents. F. Material Specifications The material specification furnished is provided as information as to what type of irrigation equipment, piping and related products are permitted for this project. Reference to a particular manufacturer is intended to specify a standard of quality and performance. Alternative components can be approved as equal following the instructions and submittals in accordance with the written specifications. G. Late Modification or Withdrawal of Bids Per Architect's Instructions and City of Fort Worth Requirements H. Pre -Bid Conference As scheduled by the Architect f, I. Due Date and Opening of Bids As scheduled by the Architect Instruction To Bidders March 25, 2015 Rockwood Golf Course 3 IPD, LLC Owner Rights 1. The Owner reserves the right to disqualify bids, before or after bid opening, upon evidence of collusion with intent to defraud or other illegal practices upon the part of the bidder. 2. The Owner reserves the right to reject any and all bids, to enter into private negotiations with any Bidder or Bidders or any other party, to solicit the submission of new bids or proposals or to take any action which the Owner, in its sole discretion deems necessary, advisable or in its best interest, without further notice. The issuance of this Bid Invitation or Bid Instruction shall not create any duty, obligation, responsibility, or liability upon the Owner with respect to any Bidder or any other party. Owner is not obligated to accept the "low" bid. K. Execution of Contract Per Architect's Instructions and City of Fort Worth Requirements Construction Dates As Identified by the Architect M. Liability Insurance Per City of Fort Worth Requirements N. Indemnity Whereas the Owner and Design Consultant clearly expect the Irrigation Contractor to fulfill and perform all responsibilities within the scope of the Contract Documents and Agreement, the Irrigation Contractor indemnifies and saves harmless the Owner and Design Consultant, their agents and employees from all losses, damages, judgments, decrees and other expenses of any nature arising out of or in any way connected with any claims or action at law or in equity, brought against the Owner and or Design Consultant and their agents or employees for the injury or death to persons or for damage to property caused by any willful acts, negligence, nuisance or breach of any term or condition of the Agreement and Contract Documents, by the Irrigation Contractor, its agents, subcontractors, employees, or those working in favor of the Irrigation Contractor. In addition, the Irrigation Contractor shall indemnify and save harmless the Owner, and Design Consultant, their agents and employees from all demands of subcontractors, workmen, materials or equipment suppliers in regard with the work performed under the terms of the Agreement and Contract Documents. O. Termination by the Contractor If the work is stopped for a period of thirty (30) days under an order of any court or other public authority having jurisdiction, through no act or fault of the Irrigation Contractor or his agents or employees or any other persons performing any of the work under a contract with the Irrigation Contractor, or if the work should be stopped for a period of thirty (30) days by the Irrigation Contractor for the Owner's representative's failure to issue a certificate of payment as provided or for the Owner's failure to make payment thereon, including such sums awarded by arbitrators, then Instruction To Bidders March 25, 2015 Rockwood Golf Course 4 IPD, LLC the Irrigation Contractor may, upon seven (7) days written notice to the Owner and the Owner's representative, terminate the Contract and recover from the Owner payment for all work executed and for any proven loss sustained upon any materials, equipment, tools, construction equipment and machinery, including damages and reasonable profit on work completed. P. Termination by the Owner If the Irrigation Contractor should be adjudged bankrupt, or if a receiver is appointed on account of his insolvency, or if he should refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials or if he should fail to make prompt payment to subcontractors or for materials of labor, or persistently disregard laws, ordinances or otherwise fails to comply with any material provision of the Contract, then the Owner, upon the certificate of the Owner's representative that sufficient cause exists to justify such action, may without prejudice to any other right or remedy, and after giving the Irrigation Contractor and his surety seven (7) days written notice, terminate the employment of the Irrigation Contractor. In the event of termination, the Owner shall immediately serve notice thereof upon the surety and Irrigation Contractor, and the surety shall have the right to take over and complete the work, provided that said work is commenced within fourteen (14) days of said notice of termination. Failure of the surety to commence said work, the Owner may take possession of the premises and of all materials, tools, and appliances thereon owned by the Irrigation Contractor and finish the work by whatever methods he may deem expedient. The Irrigation Contractor and his surety shall be liable to the Owner for any and all cost sustained by the Owner by reason of such prosecution or completion. Q. Assignment and Subletting of Contract The Irrigation Contractor shall give his personal attention to completing this contract in a satisfactory manner and shall not let, assign, or transfer it or his right or interest in part of this work to any other person or firm without the previous consent of the Owner in writing. 2. Should any subcontractor fail to perform work undertaken by him in a satisfactory manner, his subcontract shall be immediately terminated by the Irrigation Contractor upon notice by the Owner. The Irrigation Contractor shall be fully responsible to the Owner for all acts and omissions of persons directly employed by the subcontractor. Nothing in these contract documents shall create any contractual relationship between any subcontractor and the Owner. R. Sales Tax Purchases for the City of Fort Worth are exempt from sales tax. S. Laws and Regulations Attention of all bidders is called to Federal, State and Municipal laws, regulations and ordinances in reference to labor, materials, equipment, specifications, proposals or bids, contracts, certified checks, bonds (bid, performance and maintenance), and all other matters pertaining to the relationship between Owner and Contractor. T. Safety Standards and Accident Provisions With respect to all work performed under this contract the contractor shall: Instruction To Bidders March 25, 2015 Rockwood Golf Course 5 IPD, LLC Comply with the safety standards provisions of applicable laws, building and construction codes and the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America, the requirements of the Occupational Safety and Health Act of 1970 (Public Law 91-596), and the requirements of Title 29 of the Code of Federal Regulations, Section 1518 as published in the "Federal Register", Volume 36, No. 75, Saturday, April 17, 1971 or the most current published OSHA requirements. 2. Exercise every precaution at all times for the prevention of accidents and the protection of persons (including employees) and property. Instruction To Bidders March 25, 2015 Rockwood Golf Course 6 IPD, LLC BID FORM March 25, 2015 BID PROPOSAL FORM Irrigation System Rockwood Golf Course Fort Worth, Texas iit'1W5 GENERAL............................................................................................................................................. 2 A. PROPOSAL SUBMITTAL......................................................................................................................................2 B. SPECIAL NOTES.................................................................................................................................................2 C. STATION VERIFICATION & REVIEW...................................................................................................................3 D. BIDDER IDENTIFICATION...................................................................................................................................3 E. IRRIGATION BIDDER'S QUALIFICATIONS STATEMENT.......................................................................................3 F. SIMILAR GOLF COURSE OR COUNTRY CLUB IRRIGATION EXPERIENCE.............................................................4 G. CONSTRUCTION TIME........................................................................................................................................5 H. PROJECT FOREMAN...........................................................................................................................................5 II. BID........................................................................................................................................................ 6 A. BID OUTLINE SUMMARY...................................................................................................................................6 B. ITEM l; TORO IRRIGATION BID AMOUNT.........................................................................................................6 C. ITEM 1 ALTERNATE; RAIN BIRD IRRIGATION BID AMOUNT............................................................................6 D. ITEM 2; TORO IRRIGATION WITH WIRELESS COMMUNICATION BID AMOUNT; .................................................6 E. ITEM 2 ALTERNATE; RAIN BIRD IRRIGATION WITH WIRELESS COMMUNICATION BID AMOUNT; ....................7 F. ITEM 3; STATION VERIFICATION & REVIEW (ALLOWANCE) BID AMOUNT.......................................................7 III. UNIT BIDS......................................................................................................................................... 8 A. UNIT BID AMOUNTS..........................................................................................................................................8 B. NUMBERED UNIT BID ITEMS.............................................................................................................................8 IV. ADDENDA.......................................................................................................................................10 V. BID SIGNATURE................................................................................................................................ 10 General A. Proposal Submittal 1. The undersigned Contractor warrants, by submittal of this Bid Proposal Form, compliance with the Instructions To Bidders and having examined the plans, specifications, related documents and the construction site hereby proposes to furnish all labor, material, supplies and services necessary to provide a complete project in accordance with the contract documents within the time requested and at the prices stated below. 2. The undersigned Contractor further warrants and guarantees the compliance with all material specifications and substitutions specifically approved by written documentation by the Design Consultant and that any and all repair or replacement cost associated with the installation of unauthorized materials shall be to the Contractor's account and shall in no way relieve the Contractor from any obligation accepted by this submittal and other contractual agreements with the Owner. 3. The undersigned Contractor fully accepts all provisions and conditions of the Contract Documents and Drawings. 4. This bid submittal shall remain valid for sixty (60) days after the bid opening or as required by the Architect and Owner. B. Special Notes The irrigation bid is a lump sum bid for the complete materials and installation of the irrigation system as specified. All materials shown on the Contract Drawings or mentioned in the written specifications shall be included. Due to the diagrammatic nature of the drawings and necessary field adjustments, it is normal for some changes in the routing of pipe and wire or the location of components, such as sprinkler heads and valves to be anticipated. The Contractor shall not seek additional compensation for changes of this nature. However, significant changes in the amount of work, whether addition or reduction, shall be adjusted in accordance with unit bid items or if not specifically listed in the unit bids, negotiated with the Owner. 2. The Owner desires to compare the costs, advantages, and benefits of a wireless communication system for the central and satellite controllers. The wireless communication system is bid as an alternate bid item selectable by the Owner. The Contractor shall insure that the selection of a wireless communication system includes all necessary hardware and components recommended by the manufacture to make the irrigation system fully complete and operational. The Owner desires to consider an alternate Rain Bird irrigation system. A Rain Bird alternate material list is included in the written specification identifying Rain Bird components for their respective Toro components as identified in the drawings and documents. 4. The irrigation installation requires coordination to integrate the irrigation installation with the architectural renovation. 5. Coordination of all construction traffic and routing shall be in accordance with the Owner's instructions. 6. Maintaining the operation of the existing irrigation system within the practice areas is required. Bid Form March 25, 2015 Rockwood Golf Course 2 IPD, LLC 7. The Contractor shall supply and maintain a sufficient number of workers on site for the irrigation installation. The crew shall be balanced with skilled and unskilled workers. Balance of the work force shall mean that in the areas of excavation, piping, electrical, and backfill/clean-up, sufficient labor be dedicated to each area, such that each area progresses at the same speed. 8. Special care shall be exercised in the placement and adjustment of the sprinkler heads to avoid water spray on adjacent property. All full circle heads shall be placed no closer than the radius plus ten feet (16). All part circle heads shall be adjusted to spray only on the course property. C. Station Verification & Review 1. The installation of the sprinklers heads will not be considered complete without the field verification by the Owner or Design Consultant. 2. The Contractor is required to assist the Owner or Design Consultant in reviewing and confirming the proper head and nozzle types are installed and that the sprinkler identification address and wire connections are in accordance with the as staked installation drawings. 3. The Contractor shall make all head corrections and amendments necessary to conform the installation to the as staked installation drawings. r D. Bidder Identification Representative's Name Title Company Name Address City, State, Zip (Area Code) Telephone E. Irrigation Bidder's Qualifications Statement All questions on the followina naaes must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he so desires. When was your company organized? 2. Is your company a corporation? If so, where is it incorporated? Bid Form March 25, 2015 Rockwood Golf Course 3 IPD, LLC 3. How many years have you been involved in construction under your present firm name or trade name? 4. List on -going contracts. When are they due to be completed? 5. Have you failed to complete any work awarded to you? If so, where and why. 6. Has your firm ever engaged in litigation for the settlement of claims or disputes arising from a construction contract? If so, provide separate attachment with details. 7. Give bank reference: 8. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required? F. Similar Golf Course or Country Club Irrigation Experience The following recent irrigation projects were completely constructed by our company and are currently in operation. Reference 1 Course Name Owner Location Contact Person Date Completed Phone (A/C) Reference 2 Course Name Owner Location Contact Person Date Completed Phone (A/C) Reference 3 Course Name Owner Location Contact Person Date Completed Phone (A/C) Bid Form Rockwood Golf Course 4 March 25, 2015 IPD, LLC G. Construction Time Projected Start Date: Projected Completion Date: H. Project Foreman Foreman's Name: Texas Irrigator's License Number: Bid Form March 25, 2015 Rockwood Golf Course 5 IPD, LLC Bid The irrigation design allows for the independent selection of the Contractor and Equipment Manufacturer. For Bid Items that include bids from more than one manufacturer, the Owner will choose one manufacturer to identify both the cost of the item and the choice of the manufacturer. The project and bid form have a number of Bid Line Items. The Bidder shall take extra measure to insure his understanding, calculation, and completion of an accurate bid form. A. Bid Outline Summary Item 1 Toro Irrigation Bid Amount (hard wired central communication) Item 1 Alternate Rain Bird Irrigation Bid Amount (hard wired central communication) Item 2 Toro Irrigation with Wireless Communication Bid Amount Item 2 Alternate Rain Bird Irrigation with Wireless Communication Bid Amount Item 3 Satellite Station Verification & Review (Allowance Item) B. Item 1; Toro Irrigation Bid Amount This item utilizes Toro irrigation products as specified including a buried and hard wired central communication system. (dollar amount typed or written in words) C. Item 1 Alternate; Rain Bird Irrigation Bid Amount This item utilizes Rain Bird irrigation products as identified in the alternate material list in the specifications including a buried and hard wired central communication system. (dollar amount typed or written in words) D. Item 2; Toro Irrigation with Wireless Communication Bid Amount; This bid amounts substitutes Toro wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. (dollar amount typed or written in words) Bid Form March 25, 2015 Rockwood Golf Course 6 IPD, LLC E. Item 2 Alternate; Rain Bird Irrigation with Wireless Communication Bid Amount; This bid amounts substitutes Toro wireless communication components and equipment as available to replace the necessity of a buried hard wired communication system for the central satellite control system. (dollar amount typed or written in words) F. Item 3; Station Verification & Review (allowance) Bid Amount This allowance amount is for the cost of the Design Consultant to perform a field review and confirm the proper head/nozzle types are installed and that the satellite station wire connections to the operational satellite are in accordance with the as staked installation drawings. Fithteen Hundred Dollars and No Cents (dollar amount typed or written in words) $ 3,900.00 Bid Form March 25, 2015 Rockwood Golf Course 7 IPD, LLC III. Unit Bids A. Unit Bid Amounts 1. The items listed below shall be bid on a per unit basis. The unit bid shall include all necessary materials and labor to provide an installed unit price. The installation shall be complete in every way. The unit head price shall include pipe, swing joint, fittings, wire, and all other connections or fittings necessary to make the head fully operational. 2. The purpose of the unit bid is to provide a predetermined amount for establishing the scope of work and the amounts required for additions or subtractions from the lump sum contract amount due to Owner approved adjustments during construction. B. Numbered Unit Bid Items 1. Toro Model 854S-46-558 or Rain Bird 900-E-52-80 sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 2. Toro Model 855S-46-558 or Rain Bird 950-E-22-80 sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 3. Toro Model 834S-46-338 or Rain Bird 700-E-36-80 sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 4. Toro Model 835S-46-338 or Rain Bird 751-E-36-80 sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 5. Toro Model 835S-46-308 or Rain Bird 751-E-22-80 sprinkler head, swing joint, pipe, necessary fittings, wire and all $ connections 6. Toro Model T-7 or Rain Bird 351 sprinkler head with swing I $ joint, pipe, necessary fittings, wire and all connections 7. Toro 47-11 or Rain Bird 5RC quick coupler valve with swing I $ joint, pipe, necessary fittings, wire and all connections 8. Toro P220GS-4 or Rain Bird 100-PES remote control valve I $ and necessary fittings and wire connections 9. Toro P220GS-6 or Rain Bird 150-PES remote control valve I $ and necessary fittings and wire connections 10. Toro P220GS-8 Rain Bird 200-PES remote control valve and I $ necessary fittings and wire connections 11. Toro Network VP or Rain Bird Par+ 8 Station Output Expansion Module or $ 12. 8" Resilient Seat Cast Iron Isolation Valve I $ 13. 6" Resilient Seat Cast Iron Isolation Valve ( $ 14. 4" Resilient Seat Cast Iron Isolation Valve I $ 15. 3" Resilient Seat Cast Iron Isolation Valve I $ 16. 2" Polyvalve Ball Valve for HDPE as specified I $ 17. 2" Ball Valve; Nibco Model T-580 or approved equal I $ Bid Form Rockwood Golf Course 0 March 25, 2015 IPD, LLC 18. Bermad 1" automatic pressure air release valve $ 19. 8" HDPE DR13.5 pipe per foot $ 20. 6" HDPE DR13.5 pipe per foot $ 21. 4" HDPE DR13.5 pipe per foot I $ 22. 3" HDPE DR13.5 pipe per foot I $ 23. 2" HDPE DR11 pipe per foot I $ 24. 1'/2" CL 200 PVC pipe per foot I $ 25. Electrical wire 4 gauge primary multi -conductor per foot. I $ 26. Electrical wire 6 gauge primary multi -conductor per foot. I $ 27. Electrical wire 8 gauge primary multi -conductor per foot. I $ 28. Electrical wire 10 gauge primary multi -conductor per foot. I $ 29. Electrical wire 12 gauge primary multi -conductor per foot. I $ 30. Electrical wire 10 gauge single conductor per foot. I $ 31. Electrical wire 12 gauge single conductor per foot. I $ 32. Electrical wire 14 gauge single conductor per foot. I $ 33. Normal Trenching per foot for pipe 6" or less I $ 34. Normal Trenching per foot for pipe 8" and greater pipe I $ 35. Rock Trenching per foot for pipe 6" and greater pipe 36. Rock Trenching per foot for pipe 8" or less 37. Pipe Bedding handling & placement per foot 38. For additional work not identified in the drawings or bid documents the Irrigation Contractor will be compensated for $ extra costs in the amount of the Irrigation Contractor's actual net cost plus a percentage for overhead and profit. (percentage) Bid Form Rockwood Golf Course .01 March 25, 2015 IPD. LLC IV. ADDENDA Receipt of the following Addenda to the Contract Documents is hereby acknowledged. Addendum No. Date Addendum No. Date Addendum No. Date V. BID SIGNATURE The signature of an authorized individual or corporation is required. Clearly identify the individual by typing the name and title underneath the signature. Bidder Name or Company Authorized Signature Name (typed) Title (typed) Date Seal - if corporation Attest: (Secretary) State of ) ) ss County of ) Subscribed and sworn to before me this My commission expires: 2015 (Notary Public day of Bid Form March 25, 2015 Rockwood Golf Course 10 IPD, LLC IRRIGATION SPECIFICATIONS March 25, 2015 IRRIGATION SPECIFICATIONS Irrigation System Rockwood Golf Course Fort Worth, Texas INDEX PART I - GENERAL SPECIFICATIONS.......................................................................................... 3 A. GENERAL........................................................................................................................................ 3 B. DEFINITIONS....................................................................................................................................3 C. SCOPE OF WORK............................................................................................................................. 4 D. PERMITS......................................................................................................................................... 5 E. CHANGES IN THE SCOPE OF WORK................................................................................................... 5 F. KNOWLEDGE OF WORK.................................................................................................................... 5 G. BONDS..........................................................................................................................................5 H. SENSITIVE AREAS............................................................................................................................ 5 I. WORK FORCE.................................................................................................................................. 6 J. CONTRACT DRAWINGS..................................................................................................................... 7 K. CODES AND STANDARDS..................................................................................................................7 L. SUBMITTAL UNDER CONTRACT......................................................................................................... 7 M. SYSTEM DESIGN CHANGES.............................................................................................................. 9 N. MATERIAL........................................................................................................................................9 O. MATERIAL DELIVERY AND HANDLING................................................................................................. 9 P. MATERIAL AND EQUIPMENT SUBSTITUTION...................................................................................... 10 Q. WORK DURING ADVERSE WEATHER............................................................................................... 10 R. JOB SITE CONDITIONS.................................................................................................................... 10 S. EXCESS EXCAVATED MATERIALS.................................................................................................... 10 T. ACCIDENT REACTION..................................................................................................................... 11 U. REVIEWS AND TESTS..................................................................................................................... 11 V. WARRANTY AND REPAIR................................................................................................................ 11 W. PAYMENT AND RETAINAGE............................................................................................................. 12 II. PART II - MATERIAL SPECIFICATIONS...................................................................................... 13 A. GENERAL...................................................................................................................................... 13 B. HDPE PIPE................................................................................................................................... 13 C. HDPE FITTINGS............................................................................................................................ 14 D. PVC PIPE & FITTINGS.................................................................................................................... 15 E. SWING JOINTS............................................................................................................................... 15 F. ISOLATION GATE VALVES............................................................................................................... 15 G. AUTOMATIC PRESSURE RELEASE VALVES....................................................................................... 16 H. GREEN, TEE, AND LATERAL ISOLATION VALVES............................................................................... 16 I. MANUAL DRAIN VALVES................................................................................................................. 16 J. VALVE BOXES................................................................................................................................ 16 K. CENTRAL CONTROLLER.................................................................................................................. 17 L. SATELLITE CONTROLLERS.............................................................................................................. 17 M. GROUNDING.................................................................................................................................. 17 N. WEATHER STATION........................................................................................................................ 17 O. REMOTE CONTROL VALVES............................................................................................................ 17 P. Q. R. S. T. U. V. W X. Y. QUICK COUPLER VALVES......................................................................... SPRINKLERHEADS................................................................................... RAIN BIRD ALTERNATE APPROVED MATERIAL LIST .................................... STATION CONTROL WIRE......................................................................... POWERCABLE......................................................................................... WIRE CONNECTIONS................................................................................ COMMUNICATION CABLE.......................................................................... WEATHER STATION CABLE....................................................................... BEDDING................................................................................................. STAKING MATERIALS................................................................................ PART III - INSTALLATION SPECIFICATIONS ....................................... GENERAL................................................................................................ INSPECTION............................................................................................. EXISTING FACILITIES, UTILITIES, AND STRUCTURES ................................... STAKING.................................................................................................. POTABLE WATER SYSTEM........................................................................ GPS MAPPING OF "AS -STAKED" LOCATIONS ............................................. EXCAVATING AND TRENCHING.................................................................. ROADCROSSINGS................................................................................... BACKFILL................................................................................................ . SODREPLACEMENT................................................................................. HDPE JOINING METHODS........................................................................ NON-HDPE PIPING AND FITTINGS............................................................ FLUSHING................................................................................................ MANUAL DRAIN VALVES........................................................................... CONDUITS AND SLEEVES.......................................................................... SWINGJOINTS......................................................................................... CENTRAL CONTROL................................................................................. SATELLITE CONTROLLERS........................................................................ CONTROL WIRING.................................................................................... HIGH VOLTAGE ROUTING......................................................................... VALVEBOXES.......................................................................................... CLEANUP.................................................................................................. TESTING................................................................................................... ACCEPTANCE........................................................................................... .... 17 ........ 18 .,...... 18 ........ 18 ........ 19 ........ 19 ........ 19 ........ 19 ........ 19 ........ 20 ........ 21 ........ 21 ........ 21 ........ 21 ........ 22 ........ 23 ........ 23 ........ 23 ........ 24 ........ 24 ........ 24 ........ 24 ........ 25 ........ 26 ........ 26 ........ 26 ........ 26 ........ 26 ........ 27 ........ 27 ........ 28 ........ 28 ........ 28 ........ 28 ........ 29 I. PART I - GENERAL SPECIFICATIONS A. General The objective of these specifications is to provide a fully assembled and installed irrigation system which will operate in an efficient and satisfactory manner so that the completed system shall prove satisfactory in all aspects to the Owner. That which is called for in one (1) document shall be binding as if called for by all. The intent of the documents is to include, unless otherwise stated, all labor, materials and equipment necessary for the completion of the work required for a complete irrigation system in a workmanlike and proper manner. The Irrigation Contractor shall provide each necessary item, whether it is mentioned herein or not, unless otherwise specified. Any and all discrepancies between any of the Contract Documents or any omissions shall be brought to the attention of the Owner for his resolution as to which document shall govern. All work herein specified or called for on the drawings, in the specifications or in the Contract Drawings shall be executed in a skilled and workmanlike manner and in accordance with all governing ordinances, laws and regulations and shall meet all local conditions; and any changes and/or additions in work necessary to meet ordinances, laws, regulations and/or conditions will be made without additional expense to the Owner. However, such changes shall have the prior written approval of the Owner or Design Consultant. 4. The Contract Drawings are diagrammatic and indicative of the work to be installed. All piping, valves, etc. shown within paved areas are for clarity only and are to be installed within planting and turf areas where feasible. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Irrigation Contractor is required to investigate the structural and finished conditions affecting the entire contract work including obstructions, grade differences or area dimensional differences that may not have been considered in the design. In the event of differences, the Irrigation Contractor shall advise the Owner and Design Consultant and plan the installation work accordingly. B. Definitions 1. "Irrigation Contractor" is the party that executes the Contract Agreement to perform the material supply and installation of the irrigation system. Irrigation Contractor may also be referred to as "Contractor" or "Bidder" in the Instructions to Bidders and in the Bid Proposal Form. Irrigation Contractor shall state to Owner in writing any and all persons who will represent the Irrigation Contractor during any portion of the contract period. 2. "Owner" shall mean City of Fort Worth, Texas. Owner shall state to Irrigation Contractor any and all persons who will represent the Owner during any portion of the contract period. Unless noted otherwise, the Owner's Representative will be David Baur, the Golf Course Superintendent. 3. "Design Consultant" shall mean the authorized agent or employee of IPD, LLC hired by the Owner for the design and consultation regarding irrigation activities. 4. "Contract Documents" shall include the Contract Agreement, Instruction To Bidders, Bid Form, Irrigation Specifications, Manufacturer's Installation Recommendations, and Contract Drawings together with all amendments or addenda issued; including all subsequent revisions thereto and any additional drawings required to complete the work. Irrigation Specifications March 25, 2015 Rockwood Golf Course 3 IPD, LLC 5. "Manufacturer's Installation Instructions" shall be the most current installation instructions available from the manufacturer at the time of installation. C. Scope of Work The work shall consist of provisions for labor, material, equipment and services required for all work as described in the Contract Documents and as highlighted below, including, but not limited to the following: 1. Installation of the irrigation main line and lateral piping, isolation valves, drain valves, electric remote control valves, valve boxes, all central and field control components, all field and station wiring, weather station, proper electrical grounding, sprinkler heads, quick coupler valves and other associated equipment as shown or mentioned in the Contract Documents and Drawings. 2. It is intended that sub -mains and laterals be installed by pipe pulling techniques where practical and suitable to minimize the disturbance and potential settling. Full restoration of the grade surface profile will be without delay using a suitable compaction roller. 3. A new hard wired weather station is included in the materials and labor for the installation of the irrigation system. 4. Provide for all necessary electrical power equipment and connections for the irrigation system, including; disconnects, fuses, and voltage regulation/stabilization or other equipment as may be necessary for complete compliance with the manufacturer's recommendation and all electrical codes and practices. 5. The irrigation installation requires coordination to integrate the irrigation installation with other architectural changes planned for the golf course. All irrigation installation work shall be coordinated and complementary to the construction schedule provided by the Architect 6. The Irrigation Contractor shall test, balance and adjust the various components of the system so that the overall operation of the system is most efficient. This includes adjustments to pressure regulators, flow controls, arc and radius adjustments to sprinkler heads, and individual IC documentation for each installed hole. 7. Provide the initial GPS RTK staking. Prior to GPS staking adjustments and amendments by the Irrigation Design Consultant, the Irrigation Contractor shall flag the initial location of all sprinklers using coordinate file and flag color legend provided by the Design Consultant. The initial staking shall be performed by utilizing real time kinematic (RTK) centimeter grade GPS equipment. The initial staking shall be scheduled and coordinated with the Design Consultant's site visit reviews. The Design Consultant shall approve the final location of all staked sprinkler heads prior to construction. 8. Provide final as built component and feature GPS (with Spectra Precision MM120 w/glonass or approved equal), sub -meter field mapping; including all pipe and electrical routing, valves, sprinkler heads, electrical splices, and all golf features; including, greens, tees, fairway cuts, outer rough boundaries, bunker edges, and cart paths. 9. Perform standard performance tests and to provide warranty of the complete system for proper irrigation equipment installation and operation. 10. The Irrigation Contractor shall remain fully liable for the safe keeping of all materials and components until the materials and components are completely installed and accepted as Irrigation Specifications March 25, 2015 Rockwood Golf Course 4 IPD, LLC operational. D. Permits The Irrigation Contractor shall apply for and acquire all permits necessary for the irrigation project. Application for all such permits shall be made to the appropriate authorities no later than two (2) weeks upon beginning the irrigation installation. 2. The Irrigation Contractor shall notify and provide a copy and receipt for all necessary permits to the Owner upon issuance. E. Changes in the Scope of Work Additions or deletions in the quantity of work as set forth in these specifications and Contract Drawings may be ordered by the Owner or Design Consultant after the contract price or estimate has been adjusted accordingly to the satisfaction of both the Irrigation Contractor and the Owner or Design Consultant and they have been accepted in writing by the Owner. F. Knowledge of Work 1. The Irrigation Contractor warrants that they have fully informed themselves of the conditions under which the work will be performed and is thoroughly familiar with the Contract Documents and all applicable codes and standards. Failure to have done so will not relieve the Irrigation Contractor of their obligation to furnish all supervision, labor, tools, materials, equipment and supplies necessary to perform the provisions of the work detailed in this specification and the Contract Documents. 2. The Irrigation Contractor shall review the 'Record Drawings" in use by other contractors and/or in possession of the Owner or job superintendent as often as necessary to assure continuous work between trades and to eliminate construction interference or conflicts between trades. The Irrigation Contractor shall make written notification to the Owner prior to the commencement of work, of any conditions which will prevent the proper execution of this work. G. BONDS As Identified and Specified by the Architect and Owner. H. Sensitive Areas 1. There may be areas within the boundaries of the project that are sensitive and must be guarded and protected from disturbance. Such areas may be designated as such for ecological, environmental or aesthetic reasons or requirements. 2. The Irrigation Contractor shall assume full responsibility for all intentional and unintentional disturbance or damage to the site by all parties, employees, contract workers, or sub- contractors involved under the authority or interest of the Irrigation Contractor. The Owner shall be the sole and final authority of the acceptability of all restoration of aesthetically sensitive areas. The public or private authority or agency responsible for the ecological or Irrigation Specifications March 25, 2015 Rockwood Golf Course 5 IPD, LLC environmental sensitive areas shall be the final authority as to the acceptability of restoration work within such areas. All fines, penalties, and restoration expense of any such disturbance shall be the sole responsibility of the Irrigation Contractor. Work Force The Irrigation Contractor shall maintain a competent, skilled, and satisfactory work force during and through the completion of the construction period. The Irrigation Contractor shall continually demonstrate the ability to perform all such work as specified and described in the Contract Documents. The Irrigation Contractor shall supply and maintain sufficient workers on site for the installation of this project. The crew shall be balanced with skilled and unskilled workers. Balance of the work force shall mean that in the areas of excavation, piping, electrical, and backfill/clean-up, sufficient labor be dedicated to each area, such that each area progresses at the same speed. Special and sufficient efforts are to be made to insure the irrigation installation schedule is achieved and maintained complimentary to the course construction and planting schedules of the Architect. 4. The Irrigation Contractor shall provide the person proposed and accepted in the Bid Proposal Form designated as the Job Foreman. The Irrigation Contractor shall maintain an acceptable and approved Job Foreman at all times. 5. Further, the Irrigation Contractor shall insure that this designated person remain on the job site during the construction period until the final acceptance of the Owner. The continuance of the designated Foreman/Superintendent is necessary to maintain continuity, communication, understandings, practices, and coordination with the Owner, Design Consultant, and material suppliers. 6. The Irrigation Contractor shall not remove the designated Job Foreman without written approval by the Owner. Failure to obtain a written release from the Owner for the replacement of the Job Foremen shall be sufficient case for the forfeiture of $25,000. 7. The Irrigation Contractor shall employ skilled workmen for the performance of all assembly and installation experienced in procedures for golf course irrigation systems. In no case, shall unskilled labor be allowed to operate equipment, assemble, fuse, glue, install, wire, test, or adjust components of the system. 8. If in the opinion of the Owner or Design Consultant, the labor furnished by the Irrigation Contractor is incompetent or inexperienced in the practice assigned, the Irrigation Contractor shall remove such persons or reassign them to a practice acceptable to the Owner or Design Consultant. 9. The use of unqualified persons to perform practices requiring adequate qualifications is sufficient cause for the Owner to evoke the terms for the termination of the Contractor. 10. As required by TCEQ, a licensed Irrigator shall be on site at all times during installation. Irrigation Specifications March 25, 2015 Rockwood Golf Course 6 IPD, LLC Contract Drawings The following drawing list constitutes additional drawings which shall also be included as "Contract Drawings" which are separate and apart from drawings which may be provided bound in these specifications. Contract Drawings Rockwood Golf Course; Irrigation System; Head & Pipe Layout Sheet 28 of 35 Rockwood Golf Course; Irrigation System; Head & Pipe Layout Sheet 29 of 35 Rockwood Golf Course; Irrigation System; Head & Pipe Layout Sheet 30 of 35 Rockwood Golf Course; Irrigation System; Electrical Routing Sheet 31 of 35 Rockwood Golf Course; Irrigation System; Electrical Routing Sheet 32 of 35 Rockwood Golf Course; Irrigation System; Electrical Routing I Sheet 33 of 35 Installation Details Within Bid Doc K. Codes and Standards When this specification refers to specific codes or standards, or when they are deficient or inconclusive, as to requirements, the latest editions of the codes and standards of the following agencies shall be considered complimentary to this specification and similarly binding to the Irrigation Contractor: ASTM - American Society for Testing Materials AWWA - American Water Works Association NSF - National Sanitary Foundation NEC - National Electric Code OSHA - Occupational Safety and Health Act UPC - Uniform Plumbing Code 2. The Irrigation Contractor shall make application, acquire, comply and pay for all licenses and/or permits required by Local, State, or National Governing Agencies as may be required to perform and complete the work as described in the Contract Document Submittal Under Contract Manufacturer's Approval Statement a) Provide a written confirmation from the authorized Irrigation Distributor of the complete and proper installation and grounding of all satellite, central and other components of the central and satellite components of the control system. Construction Records — Construction and Administrative Workbook a) The Irrigation Contractor shall maintain an accurate record of the progress of the installation. The Design Consultant will provide a Construction and Administration Workbook with individual worksheet drawings for each hole. b) The individual worksheets are provided as drawings for recording irrigation field changes and installation notes. Diagrammatic notations on the worksheets should include as a minimum; (1) Sprinkler head changes (2) Pipe routing changes (3) Electrical routing & splices Irrigation Specifications March 25, 2015 Rockwood Golf Course 7 IPD, LLC (4) All wire drops with noted quantity (5) All optional or other pipe stub locations (6) Satellite station assignments (7) Isolation valve locations (8) Specialty valves; air release, drain, check, remote control c) The notations on the Construction and Administration Workbook drawings shall be maintained current to reflect the status of the construction. Worksheet drawings shall be kept clean, dry and safe from damage at all times. The Owner and Design Consultant shall have free access to the record drawings. d) With each pay request, the Irrigation Contractor shall provide two (2) sets of reproductions of the current annotated worksheet drawings reflecting the progress of the installation covered by the pay request. Pay requests will not be processed without the submission of the progress as built field notes. Construction Records — GPS Field Mapping a) The Irrigation Contractor shall use sub -meter GPS equipment to collect accurately scaled field data necessary to develop progress and final computer based as built drawings. Field measurements by measuring tapes or chains are not acceptable. b) The sub -meter GPS mapping equipment and data format of the Irrigation Contractor must be approved and proven acceptable to the Irrigation Design Consultant. Data will be in both point and line data types as necessary to map the points and features necessary to develop the as built drawings. c) Golf course features as well as irrigation elements are included in the GPS mapping requirement. (1) Minimum Golf Course Features include; (a) Greens (b) Tees (c) Bunkers (d) Turf cuts (fairway & tee where available) (e) Cart Paths (where variable width, mapping both sides) (f) Roadways crossing the course (g) Edges of streams crossing the active play areas (h) Landscape beds larger than 12 square feet. (2) Minimum Irrigation Components and Features include; (a) Sprinklers by Model and Nozzle (b) Main Line Isolation Valves (c) Sub -main Isolation Valves (d) Drain Valves (e) Remote Control Valves (f) Quick Coupler Valves (g) Air release Valves (h) Surge Devices (i) Splice boxes 0) Pipe Routing (k) Wire Paths Irrigation Specifications March 25, 2015 Rockwood Golf Course 8 IPD, LLC d) GPS information shall be collected as often as necessary to capture accurate pipe and electrical routing. GPS mapping data shall be delivered to the Design Consultant every two weeks or sooner as may be necessary. All trench lines shall be mapped while visible during the progress of the installation. e) All cost of collecting all GPS field data necessary to accurately record the irrigation installation is the responsibility of the Irrigation Contractor. f) The Design Consultant will develop the CAD progress and final as built drawings. The cost of CAD development of the as built drawing by the Design Consultant is the responsibility of the Owner. M. System Design Changes No consideration will be given to any design changes until after the awarding of the contract. Should any changes be deemed necessary, after awarding of the contract, for proper installation and operation of the system, such changes shall be negotiated on a unit basis by the Irrigation Contractor with the Owner. N. Material 1. All materials supplied by the Irrigation Contractor shall be new without defect, stored, assembled, and installed in accordance with these specifications and the latest recommendations of the manufacturer. The Irrigation Contractor shall be responsible to insure that only materials approved are delivered to the job site. The Irrigation Contractor shall promptly remove any unapproved or defective materials from the job site. 2. The Irrigation Contractor shall be responsible to continually inspect the quality of all materials throughout the entire construction process. The Irrigation Contractor shall immediately notify the Owner and Design Consultant if any stored or installed material is suspected of defects or poor workmanship. 3. The Irrigation Contractor shall furnish and provide all means to protect his work and materials during handling, storage, assembly, and construction prior to final acceptance by the Owner. O. Material Delivery and Handling 1. The Irrigation Contractor shall plan and coordinate the delivery, unloading, and storage of all materials in a timely manner to avoid delay in the work schedule. 2. The Irrigation Contractor shall assist the Owner or Design Consultant in inspecting materials delivered to the job site upon request by the Owner or Design Consultant. Materials shall be stored in an orderly manner such as to permit easy access for identification and inspection. 3. The Irrigation Contractor shall protect his work and materials during storage, construction and prior to acceptance by the Owner. The Irrigation Contractor shall promptly remove any used or damaged materials from the job site. 4. It shall be the Irrigation Contractor's responsibility to inspect all materials prior to installation for defects or damage. The Contractor shall notify the Owner and Design Consultant of any damage or defects found. The Irrigation Contractor shall be alert throughout the entire Irrigation Specifications March 25, 2015 Rockwood Golf Course 9 IPD, LLC project for continuing to examine and inspect all material prior to installation. P. Material and Equipment Substitution All equipment shall be supplied and installed according to this specification and the instructions of the equipment and material manufacturers. Any deviation from these specifications shall require the written approval of the Owner or Design Consultant. Should the Irrigation Contractor desire to substitute materials or equipment other than that described in this specification, the following procedures shall be followed: 1. State in writing why the material substitution is desired (economics, availability, etc.). 2. Provide manufacturer's specifications for the proposed equipment a written description of how the substitution is equal or better than the specified equipment. 3. Demonstrate, if required by Owner or Design Consultant, the actual performance of the proposed equipment. 4. Receive, from Owner or Design Consultant, written approval for the proposed substitution. Q. Work During Adverse Weather Actual construction on the site shall cease during heavy rains or other inclement weather that will adversely affect the quality of the work or cause damage to the site or when, in the opinion of the Owner's Representative, damage to the site may result. R. Job Site Conditions The Irrigation Contractor shall be responsible for the proper and qualified repair of any damage to underground utilities, services or other related work and structures arising from his operations and as described within the installation section of these specifications. The Irrigation Contractor shall be responsible to take necessary precautions to protect planting or landscape conditions to remain. Any damage shall be repaired or replaced if necessary to obtain their original condition and quality at no expense to the Owner. The Irrigation Contractor shall take precautions to protect his work from damage or theft and replace all damaged or stolen equipment or materials at his own expense until his work is accepted by the Owner. S. Excess Excavated Materials Excavated materials, if suitable, shall be used as backfill material. The Irrigation Contractor shall be responsible for proper disposal/placement of excavated materials not suitable for backfill. 2. The Owner will designate a location on the golf course property where excess backfill material shall be placed by the Irrigation Contractor. 3. The Irrigation Contractor shall not mix trash, debris, or other obvious unsuitable materials with the excess backfill. Irrigation Specifications March 25, 2015 Rockwood Golf Course 10 IPD, LLC T. Accident Reaction With respect to all work performed under this contract the Irrigation Contractor shall comply with the safety standards provisions of applicable laws, building and construction codes and the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America, the requirements of the Occupational Safety and Health Act of 1970 (Public Law 91-596) as amended through January 1, 2004, and the most current requirements of Title 29 of the Code of Federal Regulations. The Irrigation Contractor shall strive within all reasonable and required means to provide a safe work environment. In the event of accident causing injury or damage, the Irrigation Contractor shall promptly report such to the Owner, Design Consultant, and required governmental agencies. U. Reviews and Tests 1. Preliminary review of open trenches or pits containing installed equipment will be made by Owner's Representative prior to backfilling of trenches. 2. The completion of the contract will be acceptable and notice of completion recorded only when the entire contract is completed to the satisfaction of the Owner. 3. The Irrigation Contractor shall perform and accommodate testing of the work in accordance with this specification and in accordance with applicable codes, regulations and accepted practices of the industry. 4. All equipment that is necessary for the testing shall be furnished by the Irrigation Contractor. V. Warranty and Repair 1. All work included under this contract shall be guaranteed by the Irrigation Contractor against defects and malfunctions due to faulty workmanship or defective material for a period of one (1) year from the date of final acceptance by the Owner. 2. Upon being informed by the Owner or Design Consultant of any defects or malfunctions, the Irrigation Contractor shall make all necessary repairs and/or replacements in a reasonably expedient manner at no additional cost to the Owner during the warranty period. 3. Emergency repairs, when necessary, may be made by the Owner without relieving the Irrigation Contractor of his guarantee obligation. 4. The Irrigation Contractor is obligated for any and all damaged plantings, pavement, improvements, and to repair any settling of backfilled trenches which may occur during the construction and guarantee period. 5. If the Irrigation Contractor does not respond to the Owner's request for repair work within a period of two (2) working days, the Owner may proceed with such necessary repairs and charge the Irrigation Contractor for all expenses incurred during the repair work. Irrigation Specifications March 25, 2015 Rockwood Golf Course 11 IPD, LLC 6. It will be the Owner's responsibility to maintain the system in working order during the guarantee period, performing necessary minor repairs, keeping grass from obstructing the sprinkler heads, protecting against vandalism and preventing damage during landscape maintenance operations. W. Payment and Retainage Progress payments and retainages shall be in accordance with general contract terms and conditions. 2. The Irrigation Contractor is not responsible for any damage caused by others during this sixty (60) day maintenance check period. 3. The installation of the sprinklers heads will not be considered 100% installed for billing purposes until the heads are fully operational from the central control computer. Sprinkler heads installed but are not operational will only be approved for payment at a completion level of 80 percent. a) Request for progress payments shall require the progress line items below and the noted progress of each line item. (1) Sprinkler Heads installed and backfilled (2) Sprinkler Heads wired and fully operational (3) As built field notes including field verified satellite station assignments (4) The station operation and sequence has been confirmed by the Owner's Representative or by IPD, LLC Irrigation Specifications March 25, 2015 Rockwood Golf Course 12 IPD, LLC 11. PART 11 - MATERIAL SPECIFICATIONS A. General The specific materials to be used shall be as designated on the Contract Drawings and this specification. All materials to be incorporated in this work shall be new and of the best quality, meeting the requirements for such materials and for the purpose intended. Sprinkler heads, control valves, quick coupling valves, isolation valves, control & communication components, and other items as shown or stated in the Contract Drawings and this specification. Since the irrigation design on the Contract Drawings is diagrammatic, the Irrigation Contractor shall be responsible for computing and supplying the required quantities necessary or required to make the irrigation system complete and operational in every way. The Owner or Design Consultant shall provide a specific area in which all materials to be used on the project shall be stored when not in use. Provision of this land is for the purpose of keeping the property neat and orderly and in no way waives any requirements of the Irrigation Contractor to protect his equipment and materials from damage by the elements, from theft or vandalism. The Irrigation Contractor shall remain fully liable for the safe keeping of all materials and components until the materials and components are completely installed and accepted as operational. 4. The material specifications include all written instructions and material identifications as denoted on the detail drawings provided at the end of the written specifications. B. HDPE Pipe 1. Pipe 3" and greater shall be DR13.5 manufactured with 4710 resin unless otherwise specified on the plans. Pipe 2" in size shall be DR11 manufactured with 4710 resin. 2. HDPE products for 3" and smaller pipe shall meet the requirements of AWWA C901. a) Polyethylene pipe shall be made from a HDPE material having a minimum material designation code of PE 4710. The material shall meet the requirements of ASTM D 3350 and shall have a minimum cell classification of PE445474C for PE 4710. In addition, the pipe shall be listed as meeting NSF-61. 3. HDPE products for 4" and larger pipe shall meet the requirements of AWWA C906. a) Polyethylene pipe shall be made from HDPE material having a material designation code of PE 4710. The material shall meet the requirements of ASTM D 3350 and shall have a minimum cell classification of PE345464C. In addition, the material shall be listed as meeting NSF-61 4. All 3" and larger HDPE pipe shall be in straight lengths. Coils of 2" HDPE pipe may be used. If used, the 2" coiled pipe shall always be straightened in full accordance with the pipe manufacturer's recommendations and instructions. 5. All HDPE pipe shall be provided with written minimum manufacturer warranty of 5 years covering both product and workmanship of the HDPE pipe. 6. The pipe shall be marked in accordance with the standards to which it is manufactured. Irrigation Specifications March 25, 2015 Rockwood Golf Course 13 IPD, LLC C. HDPE Fittings 1. HDPE fittings shall be manufactured with PE 4710 resin per AWWA C901. HDPE fitting DR shall match the DR rating of the pipe in all cases. 2. Butt Fusion Fittings - Fittings shall be made of PE4710 resin. Butt Fusion Fittings shall meet the requirements of ASTM D3261. Molded and fabricated fittings shall have a pressure rating equal to the pipe unless otherwise specified in the plans. 3. Side wall fusion branch saddles shall be injection molded from 4710 resin, round base, and DR 11 per ASTM D3261. Branch saddles shall be injection molded from the end of the part so that knit lines are not present in the part. 4. Transition fittings from HDPE to threaded 2" or less MIPT or FIPT connections shall be made by Lasco HDPE Heavy Turf transition fittings or made using 3Gfm compression fittings as manufactured by Philmac. Markings for molded fittings shall comply with the requirements of ASTM D 3261. Fabricated fittings shall be marked in accordance with ASTM F 2206. Socket fittings shall meet ASTM D 2683. 6. Electrofusion Fittings - Fittings shall be made of PE4710 resin. Electrofusion Fittings shall have a manufacturing standard of ASTM F1055. Fittings shall have a pressure rating equal to the pipe unless otherwise specified on the plans. 7. Flanges and Mechanical Joint Adapters (MJ Adapters) — Flanges and Mechanical Joint Adapters shall be made of PE4710 resin. Flanged and Mechanical Joint Adapters can be made to ASTM D 3261 or if machined, must meet the requirements of ASTM F 2206. Flanges and MJ Adapters shall have a pressure rating equal to the pipe unless otherwise specified on the plans. Markings for molded or machined flange adapters or MJ Adapters shall be per ASTM D 3261. Fabricated (including machined) flange adapters shall be per ASTM F 2206. Van -Stone style, metallic (including stainless steel), convoluted or flat -plate, back-up rings and bolt materials shall follow the guidelines of Plastic Pipe Institute Technical Note # 38, and shall have the bolt -holes and bolt -circles conforming to one of these standards: ASME B-16.5 Class 150, ASME B-16.47 Series A Class 150, ASME B-16.1 Class 125, or AWWA C207 Class 150 Series B, D, or E. The back-up ring shall provide a long-term pressure rating equal to or greater than the pressure -class of the pipe with which the flange adapter assembly will be used, and such pressure rating shall be marked on the back-up ring. The back-up ring, bolts, and nuts shall be protected from corrosion by a system such as paint, coal -tar epoxy, galvanization, polyether or polyester fusion bonded epoxy coatings, anodes, or cathodic protection, as specified by the project engineer. 9. VIH sprinkler service connections to 2" laterals shall be polypropylene compression fittings in the form of tees, ells, or adapters with 1'/2' female acme outlets. Pressure rating shall be 230psi. Installation shall not require disassembly of the fitting, the handling of any loose parts, or the beveling and lubrication of pipe. All service outlets shall be oriented horizontally. Fittings shall be as manufactured by Philmac Pty Ltd. and The Harrington Corporation (Harco) of Lynchburg, VA. 10. For VIH sprinkler service tee connections to 2" laterals the Dura Plastics PVC A70-OXX Saddle Tee or the Lasco Tap'T top acme HDPE x PVC saddle may be used as an approved alternate to the Philmac acme service tees. The acme outlet size shall match the swing joint and he sprinkler or quick coupler inlet size. Irrigation Specifications March 25, 2015 Rockwood Golf Course 14 IPD, LLC D. PVC Pipe & Fittings 1. PVC plastic pipe shall be unplasticized polyvinyl chloride (PVC) pipe which meets the requirements of ASTM D 2241-00 Standard Specification for Polyvinyl Chloride (PVC) Plastic pipe for the Standard Dimension Ration (SDR) of 21 and a Pressure Rating (PR) of 200 psi as shown on the Contract Drawings. PVC pipe meeting the specifications for C900/C905, DR18 shall be used where noted. 2. PVC pipe shall be tested according to the requirements of ASTM 2241 along with all ASTM Standards referenced therein. 3. All finished pipe shall be continuously marked with the manufacturer's name or trademark, iron pipe size, material, type, class working pressure at seventy-three degrees Fahrenheit (730F), a factory quality control number and the National Sanitation Foundation (NSF) seal. All markings shall be of such permanency as to withstand normal handling before installation. 4. All PVC designated sub -main pipe shall have solvent weld joints. 5. PVC Male Adapters shall not be used in any form or configuration. 6. Solvent cements and cleaner/primers used for welding PVC pipe and fittings shall meet ASTM Specification D 2564-80. Solvent cements and cleaner/primers shall conform to the recommendations of the fitting manufacturer. 7. PVC threaded nipples shall be manufactured from Type 1 in accordance with ASTM D- 2464 for Schedule 80 threaded plastic pipe fittings. The nipples shall be manufactured by LASCO Fittings, Inc. or approved equal. E. Swing Joints The swing joints riser assemblies shall be pre -assembled by the manufacturer with a minimum lay length of twelve inches (12") for installations on 2.5" main or sub -main piping and with a minimum lay length of eighteen inches (18") for installation on 3" and larger mains or sub -mains. All swing joints shall be sized according to the inlet size of the sprinkler or quick coupler they service. See the swing joint detail drawing for lay length description. 2. Swing joint riser assemblies for VIH sprinklers shall not be less than 1.25" in diameter and shall match the inlet diameter for all VIH sprinklers when greater than 1.25". One inch (1") riser assemblies shall only be used on Quick Couplers or Commercial Type Rotors. When the purchase and installation of a specific manufacturers swing joint in combination with the chosen sprinkler head extends the product warranties, the combination shall be used. F. Isolation Gate Valves 1. Main line isolation valves two and one-half inches (2'/2") and larger shall conform to the latest revision of AWWA Standard C-509 covering resilient seated gate valves and be U.L. approved. The wedge shall be of cast iron and completely encapsulated with urethane rubber. Valves shall have non -rising stems and two inch (2") square operating nuts. The Irrigation Specifications March 25, 2015 Rockwood Golf Course 15 IPD, LLC urethane sealing rubber shall be permanently bonded to the cast-iron wedge to meet ASTM tests for rubber metal bond ASTM D429. The valves shall be as manufactured by Clow Valve Company, Nibco, Kennedy or approved equal. 2. Two (2) "T" handle valves shall be supplied to Owner. G. Automatic Pressure Release Valves The air release valve shall operate automatically under full system pressure. The automatic pressure air release valve shall be as manufactured by Bermad, Model Number 4405, or approved equal. H. Green, Tee, and Lateral Isolation Valves Two inch (2") lateral isolation valves shall be manual PE ball valves with a minimum pressure rated strength of DR11. PE Ball valves shall be manufactured with DR 9 bodies and DR 11 ends per the requirements of ASTM D 3261. The valves shall be approved for water contact and NSF 61 listed. The valves shall be manufactured using Dow DGDA 2490 Black PE 4710 resin. The valves shall be full port and shall have a blue 2" operating nut. All seals shall be EPDM. Nitrile seals are not permitted. Stems shall be modified phenylene oxide, acetal stems are not permitted. Ball lubricant shall be optimized for water applications. Valves also used in gas applications are not permitted. Connection of nut to stem shall not require the use of steel pins. PE ball valves shall be the Poly -Water Valve for potable water as manufactured by Polyvalve-Andronaco Industries and distributed by Harco. Manual Drain Valves Manual drain valves shall be two-inch (2") bronze brass ball valves. NIBCO Model T-580 or approved equal. Six (6) manual gate shall be included in the installation and installed at locations designated by the Owner's Representative. Valve Boxes All green isolation valves, main line isolation valves, manual drain valves, combination air release valves and required electrical splices shall be placed in a valve box with a cover. All boxes are to provide adequate clearance to operate manually, adjust or service. Companion extensions shall be used where necessary. 2. Electric control valves, and air release valves require a 14" x 19" rectangular valve box with green cover. Carson Industries Model 1419-13 or Ametek 170106 with extensions as necessary. Isolation valves, electrical splices and manual drains require a ten inch (10") round valve box. Carson Industries Model 910-12 or Ametek 181104. Extensions can be cut to fit by utilizing eight inch (8") ID corrugated polyethylene pipe. All boxes for valves shall have a green cover. All boxes for electrical splices shall have a black cover. Irrigation Specifications March 25, 2015 Rockwood Golf Course 16 IPD, LLC K. Central Controller 1. The irrigation central system shall be installed with the most current version of the Toro Lynx central software with a 5 year NSN service plan. The central shall include a new premium computer with all necessary components and accessories, including; a) Wired Satellite Communication b) Two (2) Motorola keypad radios and applicable chargers and accessories c) All grounding equipment d) Start up assistance e) Up to 8 hours of NSN certified training for two persons f) NSN support to provide software/hardware to the Design Consultant for data base development L. Satellite Controllers The irrigation system shall be installed with the most current version of the Network VP Satellite controller (201-64-P-6-M-4) with wired communication to the central control system The satellites shall be provided complete with all factory available surge protection, including; a) Green Plastic Pedestal b) 64 Station Capacity c) Large Capacity Terminal Block with Switches d) 120 VAC M. Grounding Ground rod connections shall be made with brass mechanical "Acorn" grounding rod clamps. 2. Earth grounding systems for the control system components shall be in strict compliance with the most current installation recommendations of the manufacturer. N. Weather Station 1. A new weather station is included in the base bid amount. The weather station shall be a Toro weather station and be fully integrated into Lynx control system. The weather station shall be hard wired and installed within 500 feet of the superintendent's office. O. Remote Control Valves Remote electric control valves shall be Toro 1.5" P220GS-27 with scrubber feature unless specified otherwise. P. Quick Coupler Valves 1. All quick coupler valves shall be Toro 47-11 or approved equal. 2. All quick couplers shall be installed with an approved torque restraint and placed within a 6" valve box with a green lid. The placement of the swing joints shall be approved by the Irrigation Specifications March 25, 2015 Rockwood Golf Course 17 IPD, LLC K ra S. Owner's representative. Sprinkler Heads New sprinklers shall be as specified in the legend on the contract drawing shall be used. The type of sprinkler heads, nozzle size, arc patterns and locations are shown on the Contract Drawings. All VIH pressure regulating sprinkler heads shall be "factory set" by the Manufacturer as specified in the Contract Drawings. Unless noted otherwise, all VIH pressure regulators shall be 80 psi. Rain Bird Alternate Approved Material List Toro Item 1 854S46-558; 80 psi, 83' radius, 38,0 qpm 2 855S46-558; 80 psi, 79' radius, 37.2 qpm 3 834S-46-338; 80 psi, 72' radius, 26.9 qpm 4 835S-46-338; 80 psi, 70' radius, 25.3 qpm 5 835S-46-308; 80 psi, 46' radius, 9.6 qpm 6 T7PSS-42L; #6.0; 80 psi, 49' radius, 7.4 qpm 7 T7PSS-42L; #3.0; 80 psi, 42' radius, 3.6 qpm 8 VP Satellite Controller 9 Lynx Central Control 10 P220GS Remote Control Valve 11 47-11 Quick Coupler Valve Station Control Wire Approved Rain Bird Alternate 900-E-52-80; 80 psi, 81' radius, 37.1 qpm 950-E-22-80; 80 psi, 80' radius, 30.9 qpm 700-E-36-80; 80 psi, 67' radius, 29.5 qpm 751-E-36-80; 80 psi, 67' radius, 24.0 qpm 751-E-22-80; 80 psi, 43' radius, 10.8 qpm 351-B48; 80 psi, 48' radius, 6.8 qpm 351-B-36M; 80 psi, 34' radius, 8.4 qpm PAR+ ES Satellite Controller Cirrus Central Control 200-PESB-PRS 5-RC All wiring to be used for connecting the remote control valves to the controller shall be UL approved PE sprinkler systems wire. Insulation shall be 3/64" thick minimum covering of low density high molecular weight polyethylene insulation suitable for direct burial applications for operation up to 600 volts. Sizes 14, 12, 10 and 8 shall be single -conductor solid copper wire and Sizes 6, 4 and 2 shall be stranded copper -wire. It shall be manufactured by Regency Wire and Cable of Sikeston, Missouri or approved equal. 2. Wire gauge for both the control and common 24 volt must conform to the recommendations of the controller manufacturer to assure that the gauge of wire used is adequate based on the distance from the controller and for the number of valves to be operated simultaneously. The wire aquae for the 24 volt common shall not be less than 12 aauae in size. 3. For all situations, where electric VIH sprinklers are to be joined to a common satellite station, individual control wires shall be installed from each VIH sprinkler to the satellite controller. Station ties shall be made within the satellite controller. 4. Where satellite stations exceed twentv-four (24). a separate and independent low voltaae common shall be installed such that no more than twentv-four (24) stations are served by anv single common. 5. The use of multiple control wire colors is encouraged. However, black wire shall not be used for any low (24) volt applications. White control wire shall only be used for neutral or common field applications. Irrigation Specifications March 25, 2015 Rockwood Golf Course 18 IPD, LLC 6. All electrical connections shall be waterproof so that there is no chance for leakage of water and corrosion build-up in the joint. 7. Wire types and installation procedures shall be checked and conform to local codes. T. Power Cable All wiring to be used for 120/220 VAC electrical power shall be Tray Cable — Type TC, 600 volt, three conductor wire with PVC insulation and PVC overall jacket and shall bear U.L. approval for direct burial. Conductor construction meets the requirements of ASTM Specification B-3 and B-8. One source of supply is as manufactured by Regency Wire & Cable, P.O. Box 925, Sikeston, MO 63801. Phone # (800) 876-3020 or (314) 472-2990. U. Wire Connections All 120/220 volt electrical connections shall be waterproofed with 3M Model DBR-6 or DBY- 6. The device, rated 600 volts maximum, shall splice and effectively moisture seal two or more conductors. The electrical spring connector shall be U.L. listed for the wire range of 18 to 10 AWG cu to cu solid or stranded wire. The device shall be installed per manufacturer's instructions and all applicable codes. The device shall be CSA certified, and U.L. listed as a Wire Connector System For Use With Underground Conductors. 2. Electrical wire connections shall be installed per manufacturer's instructions and all applicable codes. V. Communication Cable The direct bury cable for central communication shall be Toro approved, U.L. approved, insulated, P7162D NW8000 Non -Armored Communication Cable as manufactured by Paige meeting the most current requirements and specifications of the Toro Company. W. Weather Station Cable The weather station shall P7171 D-3 non -armored communication cable as manufactured by Paige and shall meet the most current requirements and specifications of the Toro Company for use with the weather station. If specified or where required, material for pipe bedding shall be coarse sand or pea gravel. Sand shall be clean and free of organic materials, with no more than three percent (3%) passing a NO.200 sieve. Pea gravel shall be washed and clean ranging in size between one -quarter inch (%") and three-quarter inch (%"). Irrigation Specifications March 25, 2015 Rockwood Golf Course 19 IPD, LLC Y. Staking Materials Wire staking flags shall be provided by the Contractor for staking of the sprinkler head locations by the Design Consultant. Wire flagging shall be by the following color chart corresponding to the sprinkler model/nozzle. Flag Color Sprinkler Model/Nozzle Pink Toro 854 Orange Toro 855 White Toro 834 Yellow Toro 835-33 Blue Toro 835-30 Red Toro T7 2. The Contractor shall also provide and install wooden lathe stakes to mark the head locations after completion of the sprinkler flagging to maintain the location. Irrigation Specifications March 25, 2015 Rockwood Golf Course 20 IPD, LLC 111. PART III - INSTALLATION SPECIFICATIONS A. General 1. Irrigation Contractor shall be responsible for the continuous operation of the irrigation system during the construction and inspection periods of the work. Irrigation Contractor shall keep a technically qualified person and adequate labor and equipment on the job during construction, testing and inspection to correct any failures which might occur during these periods. The Owner, or his designated representative shall have access, at the job site, to make whatever inspections, in his opinion, are necessary. Irrigation Contractor shall provide necessary labor to operate whatever equipment may be required to properly test or inspect the work. 2. Irrigation Contractor shall insure that his equipment, materials, tools, excavations, back fills, any obstruction and in general, the job site, are properly barricaded, posted and lighted to prevent unnecessary risk to all persons that may encounter the job site. 3. In the event work requires access or routing through public or private property other than the Owner's, all safety precautions, notices, restrictions, equipment or practices required by the public or private authority shall be complied with by the Irrigation Contractor. Failure to properly account for such expenses as may be required by such authority shall not relieve the Irrigation Contractor from sole responsibility for taking such actions nor the expenses of doing so. 4. The Irrigation Contractor shall not willfully install any sprinkler equipment as shown on the drawings when it is obvious in the field that obstructions, grade differences or differences in the area's dimensions exist that may not have been considered in the design. Such obstructions of differences shall be brought to the attention of the Design Consultant. In the event this notification is not performed by the Irrigation Contractor, the Irrigation Contractor shall assume full responsibility for any revisions necessary. 5. All three inch (Y) and larger pressurized mainlines shall not be placed closer than twenty feet (20') from the edge of any putting green. B. Inspection The Irrigation Contractor shall notify the Owner or the designated Owner's Representative when portions of the system are ready for the inspections. Failure of the Irrigation Contractor to notify the Owner in timely manner that an inspection is called for, shall not relieve him from any additional expense necessary to uncover and make available such portion of the system for proper inspection. C. Existing Facilities, Utilities, and Structures Whereas the Contract Documents may indicate the presence, general location or existence of some facility, utility or structure within the boundary of the job site, neither the Owner nor Design Consultant assumes any responsibility for the completeness or accuracy of such information. 2. The Owner's Representative will mark the location of all buried existing facilities, utilities or structures that are not within the purview of public utility locating services. The Irrigation Contractor shall give an appropriate notice to the Owner of the need for marking such buried utilities and structures prior to any excavation within an area. Irrigation Specifications March 25, 2015 Rockwood Golf Course 21 IPD, LLC The Irrigation Contractor shall excavate with hand tools where his work crosses the identified locations being careful to protect the service. The Irrigation Contractor shall make or have made all repairs necessary for restoration and use of such item or service if damaged if the underground service had been previously and reasonably (6 feet) located by the Owner. This shall include all such work and repair required by an agency, company, utility or other operating authority of such item or service. The Irrigation Contractor shall bear the sole responsibility for all costs and expenses associated and attributable to the restoration or repair. If the underground services were not identified or identified incorrectly, the Owner will pay for repairs. 4. Nothing in the above specifications relieves the Irrigation Contractor from the responsibility to contact and coordinate public utility locating services for buried services. The Irrigation Contractor shall assume full responsibility to all outside utility agencies to request locating services, including telephone, gas, cable, potable water, and electric underground services prior to excavation. The Owner assumes no responsibility for locating or repair of damage to underground services that fall within the scope of one call or other underground utility locating services. The Irrigation Contractor shall bear the sole responsibility for all costs and expenses associated and attributable to the restoration or repair as may be required by the utility provider. D. Staking The initial staking of sprinkler head locations shall be done by the Irrigation Contractor using GPS RTK staking equipment and techniques. The Irrigation Contractor shall perform the initial staking by utilizing real time kinematic (RTK) centimeter grade GPS equipment. The initial location of each sprinkler location shall be flagged using a coordinate file and flag color legend provided by the Design Consultant. 2. The initial staking by the Contractor shall be scheduled and coordinated with the Design Consultant. The Design Consult will review and amend the initial staking to make adjustments for site specific parameters that will affect the uniformity and special watering requirements to achieve horticultural control. The Design Consultant shall approve the final location of all staked sprinkler heads prior to construction. 3. Isolation valves, quick couplers, air release valves, drain valves, and other irrigation equipment will be more specifically located by the Owner during construction. 4. All materials for staking, including, but not limited to; flags, stakes, and paint shall be furnished by the Irrigation Contractor. 5. At the time of staking review and amendments, the Design Consultant will note and record field changes resulting from the staking review. The Irrigation Contractor shall then plan the installation accordingly. 6. The Irrigation Contractor shall carefully maintain the location designated for head placement and install the sprinkler head within one foot (T) of the designated location. The Irrigation Contractor or his agent shall maintain this staking, replacing all stakes disturbed to the correct position, until all equipment is in place and its position is properly indicated on the record drawing. Any re -staking required, shall be additional and at the Irrigation Contractor's expense. 7. To maintain sprinkler locations after the completion of the wire flagging, the Contractor shall utilize lath stakes to maintain all approved staking locations. Irrigation Specifications March 25, 2015 Rockwood Golf Course 22 IPD, LLC E. Potable Water System Irrigation Contractor shall protect the existing potable water lines that may exist on the course. Any breaks caused by the Irrigation Contractor or his employees shall be repaired immediately, lines flushed, treated and tested according to City, County and State Health Regulations. The need for locating, protecting from damage, and cost of repairs if damaged, will be consistent with the procedures and specifications regarding existing facilities, utilities, and structures. F. GPS Mapping of "As -Staked" Locations Development of "as staked" drawings is included in the scope of the Design Consultant services provided by the Architect. G. Excavating and Trenching Trenches for pipe shall be excavated to a sufficient width and depth to permit proper handling and installation of the pipe and fittings. All manifold and main lines shall be installed at a minimum cover depth of twenty-four inches (24"). All lateral lines shall be trenched to a minimum cover depth of eighteen inches (18"). Bottom of trench grade shall be continuous despite surface deviations to avoid air pockets and low collection points in the line. The minimum cover specifications shall govern regardless of variations in ground surface profile and the occasional deeper excavations required at banks and other field conditions. Excavation shall be such that a uniform trench grade variation will occur in all cases where variations are necessary. 2. Trench sidewalls shall be excavated with nearly vertical walls except for side bells required for installation of valves and swing joints. Care shall be taken to insure the bottom of the trench is uniformly graded to provide uniform bearing and support for each section of the pipe. Stones shall be removed as necessary to avoid high point bearing loads. Should rock be encountered, the trench shall be over -excavated to a minimum depth of three inches (Y) below the trench depth requirement specified to permit bedding of the pipe with sand and fine material. 3. In areas where trees are present, trench lines will be adjusted on the site to protect existing trees. Where necessary, alternate pipe routing will be determined by the Owner's Representative to prevent unnecessary injury to the root system. The Irrigation Contractor shall not trench nor plow under the drip line of any tree without prior approval from the Owner's Representative. 4. Routing of pipe shall be in accordance with the irrigation plan, except that the Owner Representative or Design Consultant reserves the right to change the routing from that shown on the plan and to change the depth of trench and cover over the pipe in case of rock or other obstacles. In no event shall field changes of this nature affect the overall cost of the project except where these changes may alter the quantity of materials to be provided according to the plan or where the excess depth of trench and backfill is required. 5. All water, sewer, drainage, electrical and all other utility lines shall be protected where encountered in trenching and where cut or damaged by the Irrigation Contractor, shall be repaired at the expense of the Irrigation Contractor and to the satisfaction of the Owner. The Irrigation Contractor shall excavate all trenches deep enough to allow a minimum of Irrigation Specifications March 25, 2015 Rockwood Golf Course 23 IPD, LLC six inches (6") between parallel pipe lines when more than one pipe is to be placed in a common trench. H. Road Crossings All crossing of public roadways shall be planned and performed in full compliance with local and municipal requirements. 2. All roadway crossings shall include an approved sleeve material sized for a minimum of 2" internal clearance of the largest outside dimensional component of the crossing pipe(s). Backfill All trenches shall be carefully backfilled with the excavated materials approved by the Owner for backfilling consisting of; earth, loam, sandy clay, sand, gravel, soft shale, or other approved materials, free from large clods of earth or stone. Rocks, debris, scrap PVC, or other non-functional pieces shall not be used as backfill material. 2. The backfill of all trenches shall be done in a minimum of three (3) separate steps. The initial backfill shall not extend more than eight inches (8") above the pipe or wiring. After suitable compaction, additional backfill shall be layered and compacted in layers no more than twelve inches (12") in depth. Powered mechanical compaction equipment shall be used as necessary to prevent future settling. A powered mechanical pole tamper shall be carefully used around sprinkler heads and valve boxes to prevent future settling. The backfill shall be thoroughly compacted and evened off with the adjacent soil level, except as modified by any plan requirement to replace sod or planting bed materials. Selected fill dirt or sand shall be used if soil conditions are as discussed above. The fill dirt or sand shall be used in filling four inches (4") above the pipe. The remainder of the backfill shall contain no lumps or rocks larger than three inches (3" ). The top six inches (6") of backfill shall be free of rocks over one inch (1"), subsoil or trash. Open trenches or partially backfilled trenches shall be kept to a minimum and effort shall be made to completely backfill all trenches opened each day. 4. Open trenches or partially backfilled trenches shall be kept to a minimum. 5. The Irrigation Contractor will be responsible for restoration of all settlement for a period of one (1) year from acceptance. All settling of trenches greater than one inch (1") shall be sufficient for the Irrigation Contractor to refill and re -compact as required. The timing and response for any refill or re -compaction necessary shall be at the sole discretion of the Owner. Sod Replacement N/A K. HDPE Joining Methods 1. Butt Fusion: The pipe shall be joined by the butt fusion procedure outlined in ASTM F 2620 or PPI TR-33. All fusion joints shall be made in compliance with the pipe or fitting manufacturer's recommendations. Fusion joints shall be made by qualified fusion technicians per PPI TN-42. Irrigation Specifications March 25, 2015 Rockwood Golf Course 24 IPD, LLC Saddle fusion: Saddle fusion shall be done in accordance with ASTM F 2620 or TR-41 or the fitting manufacturer's recommendations and PPI TR-41. Saddle fusion joints shall be made by qualified fusion technicians. Qualification of the fusion technician shall be demonstrated by evidence of fusion training within the past year on the equipment to be utilized on this project. 3. Socket Fusion: Molded socket fusion fittings are only to be used for joining of HDPE pipe from 1/2 inch to 2" in size. Socket fusion shall be done in accordance with ASTM F 2620 or the fitting manufacturer's recommendations. Qualification of the fusion technician shall be demonstrated by evidence of socket fusion training within the past year on the equipment to be utilized on this project. 4. Electrofusion: Electrofusion joining shall be done in accordance with the manufacturers recommended procedure. Other sources of electrofusion joining information are ASTM F 1290 and PPI TN 34. The process of electrofusion requires an electric source, a transformer, commonly called an electrofusion box that has wire leads, a method to read electronically (by laser) or otherwise input the barcode of the fitting, and a fitting that is compatible with the type of electrofusion box used. The electrofusion box must be capable of reading and storing the input parameters and the fusion results for later download to a record file. Qualification of the fusion technician shall be demonstrated by evidence of electrofusion training within the past year on the equipment to be utilized for this project. 5. Mechanical connection of HDPE to auxiliary equipment such as valves, pumps, and fittings shall use mechanical joint adapters and other devices in conformance with the PPI Handbook of Polyethylene Pipe, Chapter 9 and AWWA Manual of Practice M55. 6. Joint Recording - The critical parameters of each fusion joint, as required by the manufacturer and these specifications, shall be recorded either manually or by an electronic data logging device. All fusion joint data shall be included in the Fusion Technician's joint report. L. Non-HDPE Piping and Fittings Suitable tools for safe and convenient handling of the pipe shall be used. The interior of all pipe, fittings and valves shall be thoroughly cleaned before being assembled into the piping system and shall be kept clean up to the time of completion and acceptance of the project. All open ends of pipe and fittings must be suitably blocked or covered during work stoppages and at night to prevent entry of leaves, trash or animals, etc. Any pipe that has been damaged in any way shall be rejected and promptly removed from the site. 2. All male threads on screwed pipe and fittings shall be coated with Teflon tape before being made up. Teflon tape shall be used on all sprinkler head connections. 3. Solvent weld pipe and fitting connections shall be made according to ASTM D 2855-83 Standard Practice for making solvent -cemented joints with Polyvinyl Chloride (PVC) pipe and fittings. 4. Unless otherwise specified or indicated on the drawings, all sharp changes in grade shall be made with two (2) forty-five degree (45°) elbows and nipple or short length of pipe as the conditions may require. Irrigation Specifications March 25, 2015 Rockwood Golf Course 25 IPD, LLC [v Al 0 Flushing The Irrigation Contractor shall exercise extraordinary caution in flushing and pressurizing the irrigation main lines. Under no circumstance shall portions of the piping system be flushed through the sprinkler heads. Should it be concluded that the main lines were in fact flushed through sprinkler heads, then the Irrigation Contractor shall be fully accountable for all equipment and labor cost throughout the warranty period for equipment replacement or repair as determined by the Owner. Manual Drain Valves Install up to six (6) manual drain valves as necessary to properly drain the main irrigation line. The location of the drain valves shall be determined in the field by the Irrigation Contractor and Owner's Representative. The location of the drain valves shall be clearly marked and identified on the as built drawing. A valve box shall be installed allowing access to the drain valve. 2. Manual drain valves shall be two inch (2") brass or bronze ball valves. One choice for this type of valve would be the T-580 as manufactured by Nibco. Conduits and Sleeves Sleeves shall be a minimum of 2" larger than the maximum diameter of pipe or wire bundle that is to be placed through walls or under walks, roads, stream beds, water channels, parking lots, concrete pavement or asphalt if not noted otherwise. These sleeves and conduits shall extend a minimum of twenty-four inches (24") beyond each edge of the obstructing object. 2. Conduit or sleeve installation shall be coordinated with other trades as required to facilitate a smooth construction sequence. Swing Joints Irrigation Contractor shall adjust the position between the arm and the irrigation pipeline installation. Riser extension fittings may be sprinkler head or quick coupler valve. of the swing joint arm such that the angle is no more than thirty degrees (30°) after necessary between the swing joint and the In areas where the turf is established and/or sod is placed around the sprinklers or valves, then all sprinklers and quick coupler valves shall be set plumb and level with the final grade. Central Control The central controller shall be completely installed and hooked up in accordance with the latest manufacturer's recommendations. The central controller and hand-held radios shall also be fully functional with all necessary hardware required to operate the field satellites Irrigation Specifications March 25, 2015 Rockwood Golf Course 26 IPD, LLC R. Satellite Controllers Station sequencing, station ties, and final station wiring of each satellite shall be inspected and approved by the Owner's Representative or Design Consultant. 2. The contractor shall measure and record grounding information for all satellites. If needed, additional grounding shall be made as necessary to meet the most current and latest recommendations from control system manufacturer. All controllers shall be completely installed on approved concrete bases in accordance with the Contract Drawings and the latest manufacturer's recommendations. Controllers shall be rigidly anchored to the concrete footing by inset anchor bolts and shall be set plumb. Electrical connections shall be made as indicated or required. All entering and leaving control wires shall be by a long sweep elbow conduit inset in the concrete footing and set to the specified trench grade. Irrigation Contractor shall backfill around the controller pedestal slab and check to insure that final grading will provide surface drainage. Controllers shall be connected to control valves in the proper fairway, rough, green and/or tee instructions in accordance with the controller valve assignments. The concrete pad shall extend a minimum of twelve inches (12") beyond all sides the satellite controller(s). 4. Where multiple satellites are installed adjacent, a single concrete pad shall be constructed with all satellite controllers mounted level, aligned and plumb. All wiring shared between multiple pedestals shall be located in appropriate sweep elbows connecting the pedestals through the concrete footing (refer to detail drawing). 5. The surface of the concrete pad shall drain properly and not hold standing water. The top of the slab shall be one inch (1") to two inch (2") above the final grade 6. The location of each satellite pad shall be approved by the Owner. All satellite pads shall be at an elevation of 539' or higher/. S. Control Wiring 1. Control wiring may be installed in the same trenches with the irrigation piping. Wiring shall be bundled and taped with electrical tape at ten -foot (10') intervals the entire length of each run. Wiring shall be installed on the north or east side of the pipes. Wire shall not be taut in the trench and shall be installed with expansion loops to prevent the wire from being placed in tension during backfilling or other subsequent construction. 2. The side of the trench in which the wires are located shall be free of stones and other hard material that might damage the wire insulation. Backfill material placed against the wires shall be select material especially free from stones or other material that might damage the insulation. 3. A minimum of twenty-four inches (24") for an expansion loop shall be provided at each valve for contraction of wire or tightening of wire due to backfilling of trenches or possible valve replacement. 4. Splices should be avoided if possible. However, if required, all splices shall be placed in a valve box with a black cover. Irrigation Contractor shall provide sufficient slack to allow the splice to be raised a minimum of twenty-four inches (24") above grade for inspection. 5. All electrical connections including splices shall meet Local and State codes and as a minimum shall be soldered or made using crimp sleeves or wire nuts. Connections shall Irrigation Specifications March 25, 2015 Rockwood Golf Course 27 IPD, LLC be water -proof with the system specified. 6. All electrical equipment and wiring shall comply with Local and State codes and be installed by those skilled and licensed in the trade. Unless governing codes specify otherwise, low - voltage (less than 30 VAC) control wire may be installed by the Irrigation Contractor. T. High Voltage Routing 1. High voltage cable may be required to be installed in a separate trench from the low voltage cables. In all cases, wire required for 120 VAC service shall be installed in accordance with all applicable Federal, State, County and Local codes. U. Valve Boxes 1. Valves and valve boxes shall be installed where shown or directed, and shall be set level and plumb. Valve boxes shall be centered on the valves for easy access and service. Where feasible, valves shall be located outside the area of natural walkways or paths. Earth fill shall be carefully tamped around each valve box. 2. Valve boxes shall be set parallel to adjacent walks, paths or structures. Adjacent valve boxes are to be aligned and orderly. V. Cleanup 1. As work progresses, the Irrigation Contractor shall maintain a clean work environment on the completed holes. 2. Upon completion of the work, the Irrigation Contractor shall remove from Owner's property all equipment, unused and damaged material, and all other property used in the Irrigation Contractor's operations. W. Testing 1. The Irrigation Contractor shall be responsible for furnishing a completed system ready to operate. All costs for testing the system and repairs of any leaks or deficiencies of any kind shall be borne by the Irrigation Contractor. 2. Performance Test a) The performance test of the irrigation system shall be performed in phases acceptable to the Owner. b) The date of completion shall be the date of the successful completion of the Performance Test or the satisfactory completion of the Punch List, whichever occurs last. The date of completion shall mark the beginning of the contract warranty period. Irrigation Specifications March 25, 2015 Rockwood Golf Course 28 IPD, LLC X. Acceptance When, in his opinion, the work is completed and, where required, successfully tested and therefore ready for acceptance, the Irrigation Contractor shall so advise the Owner's Representative. The Owner will respond within two (2) working days after the notice of completion is received for the purpose of making a final inspection of the system; and, if final acceptance is not given, a "punch list" will be prepared which, upon completion by the Irrigation Contractor, will signify final acceptance by the Owner. Irrigation Specifications March 25, 2015 Rockwood Golf Course 29 IPD, LLC DETAIL DRAWINGS March 25, 2015 Detail Drawings Rockwood Golf Course Fort Worth, Texas The following detail drawings are included; ITEM NO. DESCRIPTION 1. D51 VIH & Swing Joint Installation 2. D52 End of Line Swing Joint Saddle Installation 3. D53 Quick Coupler Installation with Stabilizer 4. D54 I Automatic Air Release Valve Installation 5. I D55 I Main Line Manual Drain Valve Installation 6. D77 I Main Line Flanged Gate Valve Installation 7. ( D58 ( Remote Control Valve with Isolation Valve 8. I D59 I Typical Ploy Valve Installation on HDPE Main Line 9. D81 ( Typical Lateral Crossing Main Connection 10. I D82 I Typical Lateral to Main Connection 11. I D83 I Minimum HDPE Pipe Radius of Curvature 12. I D43 Typical Trench with Communication Cable 13. D41 Typical Controller Pad March 25, 2015 Detail Drawings Rockwood Golf Course Fort Worth, Texas The following detail drawings are included; ITEM NO. DESCRIPTION 1. D51 VIH & Swing Joint Installation 2. D52 End of Line Swing Joint Saddle Installation 3. D53 Quick Coupler Installation with Stabilizer 4. D54 Automatic Air Release Valve Installation 5. D55 Main Line Manual Drain Valve Installation 6. D77 I Main Line Flanged Gate Valve Installation 7. I D58 I Remote Control Valve with Isolation Valve 8. I D59 I Typical Ploy Valve Installation on HDPE Main Line 9. I D81 I Typical Lateral Crossing Main Connection 10. ( D82 I Typical Lateral to Main Connection 11. I D83 I Minimum HDPE Pipe Radius of Curvature 12. I D43 I Typical Trench with Communication Cable 13. I D41 I Typical Controller Pad The unitiEed s0ing [dint shall Ce installed consistent Oith the OanuCaLturers remOOendations to insure Cfeedo0 oOOoCJBOent and relia❑IitO The too o0the sCrin❑er head shall Ce installed 11arallel to the ground surCaCe. SOing Clint riser asse❑ dies Cdr VIH sDrinders shall not [Lz less than 1.25" in diaFleter and shall ❑atCh the inlet dia❑eter ®r all VIH sOrinOers ❑hen greater than 1.25". One inEh (1") riser asse❑ dies shall Ele used Cdr all qui[E Oou❑er EalEbs and m0 ❑er❑al t❑E]e rotors. Pre-Asse❑ [Jed La❑Length Condouration La❑Length To❑ Outlet Saddle VIH 8" End oLLine VIH 12" QuimCouder 12" Lasm TaO[T Saddle ToOACME Outlet HDPE x PVC or Dura PlastiE:s, PVC Saddle Tee A70-015 3M DBR WaterDroo❑ConneCtor Control and D)❑ 0 on ❑ires shall Ce neatl0 ®Ided together next to the OodOoEthe I� �il ��� sOrin❑er ❑ith su❑fLient slaOJto allo0 the sdilla to De raised aOoCe ground to the dll extension oCthe VIH solenoid Oires. The angle Cbr❑ed ❑rt0een the s❑ing (dint ar❑ and the irrigation [lain line shall Cie CrtOeen 30° and 45' to enade suoment a0sortion o❑sDrin❑er i❑ OaCt loads. The ❑ires shall E)-- neatl❑ ❑undeled together ear❑ 10 leet and L1allad at the ❑otto❑ o[the trenEh. �I 2" HDPE 4710 DR11 1 VIH & Swing Joint Saddle Installation Ro=ood GOIJ,ourse Dra❑ing: D51 Fort Worth, Texas SLale: NITS 0320115 14:00 0 IPD, LLC P Irrigation Planning ❑ Design P.O. Box 2717 GeorgetoOn, Texas 78627 LLc Tele:512-528-166❑ The unitiLbd suing [dint shall Ce installed consistent ❑ith the ❑anuCftLturers reCbOOendations to insure lbeedoO oMoD�0ent and reliadlit❑ The too oOthe sDrinDer head shall Ce installed 11arallel to the ground sur[aLb. SOing Clint riser asse❑ dies [or VIH sLrinL]ers shall not Ce less than 1.25" in diaEeter and shall ❑atLh the inlet dia0eter ®r all VIH sL7rinders ❑hen greater than 1.25". One indi (1") riser asse❑ dies shall Ce used [or all quim Lbuder ElaIC2s and aa0 O er[ lal tLE]a rotors. Pre-Asse❑ded Lao Length Con uration La❑Length To❑ Outlet Saddle VIH 8" End oCLine VIH 12" QuimCouller 12" Las1b Tam Horrid CouLling HDPE x PVC 2" HDPE 4710 DR11 End of Line Swing Joint Installation Ro=ood Gol❑Course Dra❑ing: D52 Fort Worth. Texas ( SCale: NTS 032nC15 14:00 O IPD, LLC Irrigation Planning ❑ Design PO P.O. Box 2717 GeorgetoOn, Texas 78627 LLc Tele:512-528-1660 Pre-Asse❑ Jed La❑Length Con_iguration La❑Length To[] Outlet Saddle VIH 8" End oCLine VIH 12" Qui=Couller 12" r � � Lasm Ta[I6' Horrid Coulling HDPE x PVC 2" HDPE 4710 DR11 Value mess mar ll i i 6" s0all DBILb [loxes__ 1" PVC S[h40 StaDliD--r i VERO 1 _ Lasm Sna1Jo=Sta1Jlllbr Eloo❑ Quick Coupler Installation with Stabilizer Ro=ood Gol❑Course Dra❑ing: D53 Fort Worth, Texas SCaIe: NTS 0320[15 14:00 30°land 45° 3[8 " ReDar StaCli�ers 1 Install O'ior to Dahill to ❑rote El ❑cried ele[16E�l ❑fires o IPD, LLC Irrigation Planning ❑ Design PO P.O. Box 2717 GeorgetoEln, Texas 78627 LLC Tele:512-528-166❑ C Ber❑ ad Model 4405 1"Air Release Value 1f—� 14"x1 ❑' Rectangular Value or a00odd equal Box Oith extensions as � required. 1"xY PVC S❑i 80 Ni❑cle 1" Isolation Gate VaICB Lasm Ta❑T Saddle To❑ACME Outlet HDPE x PVC �� 1"xY PVC Soh 80 NiEge or Dura Plastid PVC Saddle Tee A70-015 Pressuridd Su❑-❑ain Pi❑E Automatic Air Release Valve Installation Ro=ood GoIECourse DraOing: D54 Fort Worth. Texas SC!aIe: NTS ( 03[2nd5 14:00 o IPD, LLC Irrigation Planning 0 Design Pd P.O. Box 2717 GeorgetoOn, Texas 78627 LLc Tele:512-528-166❑ Corrugated DDIF-L-th[Jer DD�DD.it Ibr D•o0er a. Irrigation Main Line SideDall Fusion Branch Saddle Round Base HARCO PT1166-3156xx02 2" 45' Bend, Socket Fusion 10" Round 113IE]a Cox 2" BronEb Ball ValEb NiDm Model T-580 / or aDOroEbd equal Lasib HeamTurEHDPE Transition Union HDPE x MPT 2" Drainage DisEharge to Grade or GraCel Pit Main Line Manual Drain Valve Installation o IPD, LLC Irrigation Planning C Design DraEling: D55 — P P.O. Box 2717 Ro =ood GoI ECourse GeorgetoDn, Texas 78627 Fort Worth, Texas Stele: NTS 032015 14:00 LLC Tele: 512-528-1660 FLG x FLG, GATE VALVE DI BACKUP RING, DR11, HARCO PT # 65-0777xx PE FLANGE ADAPTER, DR11 HARCO PT# 65-3160xx HDPE 4710 ACCESSORY KIT HARCO PT# 65-0772xx Main Line Flanged Gate Valve Installation Ro=ood GoIECourse Dra❑ing: D77 Fort Worth. Texas SCIaIe: NTS 03[2nd5 14:00 IPD, LLC Irrigation Planning 0 Design P.O. Box 2717 Georgeto❑n, Texas 78627 Tele: 512-528-1660 III 18" Mini[]u❑ Comer 1.5" ReDote Control Value TMEICSilla as SDeDCbd i Lateral Pi[Ang as SDaUlLd 7 SiCe EE3" S[h 80 PVC Nike 3M DBR Connector or A00roCbd Equal ��- 10" x 13" Rectangular Value Box ❑ith extensions as required. 1%2'BronDe Ball Valle; Niolb Model T-580 or aD0-ollad equal I / 1.5" x 3" PVC S[h 80 NiMe Remote Control Valve with Isolation Valve Ro=ood GoIECourse Dra❑ing: D58 Fort Worth, Texas SE]aIe: NTS I 0320215 14:00 LasEb HeaEoTurEHDPE Transition Union HDPE x MPT O IPD, LLC Irrigation Planning ❑ Design PO P.O. Box 2717 GeorgetoDn, Texas 78627 uc Tele:512-528-166❑ 10" Round ObICt; fox 18"Mini❑u❑ CoOar Corrugated ❑oloath❑ene ❑D--❑at ®r O-oEL-r [ft. \� I` Il 2" 90° Bend, Socket Fusion _r HARCO PT❑6E�311DJ2� j! i 2" HDPE Pi[b Side❑all Fusion Brand Saddle Round Base HARCO PT066-3156xx02 HDPE Arterial PiOe 2" PE Ball Val[b B❑Pol[al[le LLC HARCO PTO 74-5102 Typical Poly Valve Installation on HDPE Main Line O IPD, LLC Irrigation Planning ❑ Design VO P.O. Box 2717 Ro=ood GoloCourse DraOing: D50 Georgeto❑n,Texas 78627 Fort Worth- Texas ( S01ale: NTS 03[2nl5 14:00 LLC Tele: 512-528-16611 2" Soffit Fusion Tee HDPE DR11 HARCO PT❑6a31100202 2" HDPE Pi❑e Side❑all Fusion Branch Saddle Round Base HARCO PT066-3156xx02 Typical Lateral Crossing Main Connection Ro=ood Gol❑Course Dral]ing: D81 Fort Worth, Texas Scale: NTS ( 03120115 14:00 o IPD, LLC Irrigation Planning ❑ Design Pd P.O. Box 2717 Georgeto❑n, Texas 78627 Lu Tele:512-528-166❑ 2" 90' Bend, Socket Fusion HARCO PTO 6 0-311 ❑D2 2" HDPE PiOe Side❑all Fusion Branch Saddle Round Base HARCO PT066-3156xx02 Typical Lateral Main Connection Ro=ood GoIECourse DraOing: D82 Fort Worth. Texas Stele: NTS 03[2nd514:00 IPD, LLC Irrigation Planning ❑ Design P.O. Box 2717 Georgeto❑n, Texas 78627 Tele: 512-528-166 ❑ All s❑e1Jd1:8tions and re Co❑ ❑endations oEthe CJCe ❑anulaEturer [Or Ero❑er installation shall ❑e striCtl❑10IIo❑ed. Mini❑u❑ Radius o❑CurElature PiCe Oithout a Fitting or Flange Present No 36" Min. Long Ter❑ Cold serf HDPE Pike DR Bending Radius ❑ or less 11, 13.5 17,21 26 32.5 41 Fitting Present 20 x PiOe OD 25 x PiCe OD 27 x Pi❑e OD 34 x Pi❑e OD 42xPi0eOD 52xPiElaOD 100 x PiCe OD Minimum HDPE Pipe Radius of Curvature Ro=ood GoI[]Course Dra❑ing: D83 Fort Worth, Texas S[iale: NTS I 032Od5 14:00 o IPD, LLC Irrigation Planning ❑ Design PO P.O. Box 2717 GeorgetoOn, Texas 78627 LLC Tele:512-528-166❑ / R aDoEb Fill 24 Volt Control ❑ires % a 4" aD�Ci? DCe. Co❑ ❑ uniClation CaCle AC Po❑er Wires: All 120 VAC ❑firing to Cl; installed in aElbrdanEb ❑ith Io[hI [bdes. 24 Volt Control ❑ires �W — ❑undled eF]Br❑10 @et. y I � � � yI Tie a loose 20" loo❑ in all ❑iring at Changes o❑direction o❑❑ore than 30°. Untie all loos alder Connections haCe Coen ❑ade. Typical Trench with Communication Cable o IPD, LLC Irrigation Planning ❑ Design Dra❑ing: D43 P.O. Box 2717 Pd Ro mood Gol Course Georgeto❑n, Texas 78627 Fort Worth, Texas SEale: NTS 03120115 14:00 PLC Tele: 512-528-1660 12" 12" Top View Note: Sloe mn❑'ete a❑a❑ ❑o❑ the controller ®r ❑roar drainage. Use ❑anuIEturer® te❑ date ®r Dro[]Br Dolt ❑a[lB❑ent 12" 12" 12" —� 6„ 12" 1. Field Satellite Controller ToQView 2. 3,000 Esi ❑on❑'ete El -ad, 6" ❑ini❑u❑ thiEEhess. To[] to Ele 1" to 2" a❑o[e n Gish grade. 3. Finish grade 4. Station ❑ontrol ❑fires 5. 3" PVC SCh 40 conduit fittings and s❑ee❑ell [brstation Cbntrol ❑fires 6. 1" PVC s❑h 40 ❑onduit fittings and s❑ee❑ell ®r Do❑er ❑ires 7. 2" PVC s❑h 40 ❑ nduit fittings and s❑ee❑ ells to serlb ne[L-ssar❑ interCbnneCtions ❑et❑een ❑oxes 6 6 7 Side View Side View Typical Controller Pad Ro=ood GolECourse Dra❑ing: D41 Fort Worth, Texas SQ-ale: NTS 0320[15 14:00 o IPD, LLC Irrigation Planning ❑ Design Pd P.O. Box 2717 Georgeto❑n, Texas 78627 LLC Tele:512-528-166❑ APPENDIX GC-6.01.D Minority and Women Owned Business Enterprise Compliance GC-6.02 Wage Rates GC-6.03 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July I, 2011 GC-6.01.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 ATTACHMENT 1A Page 1 of 4 FORT WORTHiklllil� City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Heritage Links, a Division of Lexicon, Inc. Offeror PROJECT NAME: I MNV/DBE I✓I NON-M/W/DBE Rockwood Golf Course Renovation BID DATE 8/13/15 City's MBE Project Goal: I Offeror's MBE Project Commitment: PROJECT NUMBER 18 u� 0 % 01199 0 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2"d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FORT WORTH ATTACHMENT 1A " der Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, -use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTORISUPPLIER ° Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B Work Purchased Email E E BM Contact Person E Fleetwood Services, LLC 1 Drainage, Feature $1,060,000.00 4558 Steeple Chase Lane Construction, & Rockwall, TX 75032 Finishing Robert Fleetwood (469) 865-4721 ❑ ❑ ✓ fleeihvoodservices@yahoo.com Fannin Tree Farm 15700 TX-121 Frisco, TX Brian Jeffries (972) 872-0480 brian@fannintreefarm.com Greenscape Pump Services, Inc. 1425 W Whitlock Lane #108 Carrolton, TX 75006 (972) 446-0037 Cart Paths by Clark 802 Dunn Street Waxahachie, TX 75165 Dan Clark (972) 937-1133 cartpaths@sbcglobal.net King Ranch Turfgrass 106 N. Dennis Street Wharton, TX 77488 Doug Fiene (713) 287-2700 dfiene@kturfgrass.com Trinity Turf 10815 Foutch Road Pilot Point, TX 76258 (940) 686-2000 1 Tree Planting & Transplanting 1 Lake Aerification System 1 Cart Paths 1 Grassing 2 Grassing $60,000.00 $40,000.00 $135,000.00 $75,000.00 $430,000.00 Rev. 2110/15 FORT_ WORTH ATTACHMENT 33 of of4 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E Professional Turf Products 1 Toro Irrigation Materials $315,000.00 1010 No. Industrial Blvd. Euless, TX 76039 Bobby Anderson andersonb@proturf.com Ewing Irrigation 3441 E. Harbour Drive Phoenix, AZ 85034 (800) 343-9464 Mark Creighton mcreighton@ewingirrigation.com Horizon Irrigation 5214 S 30th Street Phoenix, AZ 85040 (480) 337-6700 Baker Golf Aids 1910 Longbeach Court Arlington, TX 76012 (817) 271-1554 Redi-Mix Concrete 2725 Premier Street Fort Worth, TX 76111 (817)831-2058 Texas Sports Sands 1919 S Shiloh Road #330 Garland, TX 75042 (972)278-1585 Dennis HIeine 1 1 1 f ❑ Hunter Irrigation $288,600.00 Rain Bird Irrigation $333,200.00 Sign age Materials $35,000.00 Concrete $300,000.00 Sand & Gravel $415,000.00 Rev. 2/10/15 WORTH FOR 01*11— ATTACHMENT 1A � � Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax I B B BM Work Purchased Email E E Contact Person E Ricochet Fuel Distributors, Inc. 1201 Royal Parkway Euless, TX 76040 (817) 268-5910 sales@ricochetfuei.com 1 ❑ ❑ — Fuel $100,000.00 Rev. 2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ 0.00 Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ 3,586,800.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 3,586,800.00 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. " -- - -^^ Authorize Signatu •e Division President Title Heritage Links, a Division of Lexicon, Inc. Company Name 6707 Cypress Creek Pkwy. Address Houston, TX 77069 City/State/Zip Jon P. O'Donnell Printed Signature Contact Name/Title (if different) (281) 866-0909 Telephone and/or Fax jono@heritage-links.com E-mail Address 8/13/15 Date Rev. 2/10/15 ATTACHMENT1A Page 1 of 4 F'.�'r ox r'x City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Heritage Links, a Division of Lexicon, Inc. Offeror PROJECT NAME: i WB ,H./ NON i WDBE BID DATE Roclovood Golf Course Renovation 8/13/15 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 18 % 0 % 01199 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson. Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FORT ORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA o SUBCONTRACTOR/SUPPLIER Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax f B B B Work Purchased Email E E Contact Person E Fleetwood Services, LLC 1 Drainage, Feature $1,060,000.00 4558 Steeple Chase Lane Construction, & Rockwall, TX 75032 Finishing Robert Fleetwood (469) 865-4721 fleetwoodservices@yalioo.com Fannin Tree Farm 15700 TX-121 Frisco, TX Brian Jeffries (972)872-0480 brian@fannintreefarm.com Greenscape Pump Services, Inc. 1425 W Whitlock Lane #108 Carrolton, TX 75006 (972) 446-0037 Cart Paths by Clark 802 Dunn Street Waxahachie, TX 75165 Dan Clark (972) 937-1133 cartpaths@sbcglobal.net King Ranch Turfgrass 106 N. Dennis Street Wharton, TX 77488 Doug Fiene (713)287-2700 dfiene@Icturfgrass.com Trinity Turf 10815 Foutch Road Pilot Point, TX 76258 (940) 686-2000 1 1 Tree Planting & Transplanting i Lake Aeriffcation System J 0 Cart Paths 1 Grassing 2 Grassing $60,000.00 $40,000.00 $135,000.00 $75,000.00 $430,000.00 110TA_aflniF FORTWORTH ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax f B B BM Work Purchased Email E E Contact Person E Professional Turf Products 1 Toro Irrigation Materials $315,000.00 1010 No. Industrial Blvd. Euless, TX 76039 (817) 875-5791 Bobby Anders El Bobby Anderson andersonb@proturf.com Ewing Irrigation 3441 E. Harbour Drive Phoenix, AZ 85034 (800) 343-9464 Mark Creighton mereigh ton@ewin girrigation.com Horizon Irrigation 5214 S 30th Street Phoenix, AZ 85040 (480) 337-6700 Balser Golf Aids 1910 Longbeach Court Arlington, TX 76012 (817) 271-1554 Redi-Mix Concrete 2725 Premier Street Fort Worth, TX 76111 (817) 831-2058 Texas Sports Sands 1919 S Shiloh Road #330 Garland, TX 75042 (972) 278-1585 Dennis Kleine 1 1 1 1 1 Hunter Irrigation $288,600.00 Rain Bird Irrigation $333,200.00 Signage Materials $35,000.00 Concrete $300,000.00 Sand & Gravel $415,000.00 Rev. 2/10/15 FORTWORTH ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER 0 Company Name T n Detail Detail Address iM W Subcontracting Supplies Dollar Amount Telephone/Fax I B B M Work Purchased Email r E E B Contact Person E Ricochet Fuel Distributors Inc I Fuel $100,000.00 1201 Royal Parkway Euless, TX 76040 (817) 268-5910 sales@ricoc lietfuel. coin El F1 W -- Rev. 2/10/15 ATTACHMENT IA Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ 0.00 Total Dollar Amount of Non -MBE Subcontractors/Suppliers 3,586,800.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 3,586,800.00 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. 11 f ..�,...._. a,,, �. _. Authorized Signature I Division President Title Heritage Links, a Division of Lexicon, Inc. Company Name 6707 Cypress Creek Pkwy. Address Houston, TX 77069 City/State/Zip Jon P. O'Donnell Printed Signature Contact Name/Title (if different) (281) 866-0909 Telephone and/or Fax jono@heritage-linlis.com E-mail Address 8/13/15 Date Rev. 2/10/15 GC-6.02 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Rockwood Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GC-6.03 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Rocbwod Golf Course Renovation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01199 Revised July 1, 2011