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Contract 45520 (2)
FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Betsy Price Mayor UTILITY CUT REPAIR CONTRACT 2013 Project No. UC01-2013 S. Frank Crumb, P.E. Director, Water Department Prepared for The City of Fort Worth WATER DEPARTMENT 2013 OFFICIAL RECORD CITY SECRETARY FT. WORTH' TX � ED �pR 2,11014 RE�E1 coNtibver Ito, .z,icctU Tom Higgins City Manager 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43.37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 00 45 40 Minority Business Enterprise Goal 19 00 52 43 Agreement 20 00 61 13 Performance Bond 21 00 61 14 Payment Bond 22 00 61 19 Maintenance Bond 23 00 61 25 Certificate of Insurance 24 00 72 00 General Conditions 25 00 73 00 Supplementary Conditions 26 27 Division 01- General Requirements 28 01 11 00 Summary of Work 29 01 25 00 Substitution Procedures 30 01 31 19 Preconstruction Meeting 31 01 32 16 Construction Progress Schedule 32 01 32 33 Preconstruction Video 33 01 33 00 Submittals 34 01 35 13 Special Project Procedures 35 01 45 23 Testing and Inspection Services 36 01 50 00 Temporary Facilities and Controls 37 01 55 26 Street Use Permit and Modifications to Traffic Control 38 01 57 13 Storm Water Pollution Prevention Plan 39 01 58 13 Temporary Project Signage 40 01 60 00 Product Requirements 41 01 66 00 Product Storage and Handling Requirements 42 01 70 00 Mobilization and Remobilization 43 01 71 23 Construction Staking and Survey 44 01 74 23 Cleaning 45 01 77 19 Closeout Requirements 46 011 78 23 Operation and Maintenance Data 47 01 78 39 Project Record Documents 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 00 00 00 - 1 TABLE OF CONTENTS Page 1 of 3 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 000000-2 TABLE OF CONTENTS Page 2 of 3 1 Technical Specifications which have been modified by the Engineer specifically for this 2 Project; hard copies are included in the Project's Contract Documents 3 4 Division 02 — 5 02 41 14 6 7 Division 03 — 8 03 34 16 9 03 80 00 10 11 Division 32 — 12 32 11 29 13 32 11 33 14 32 12 16 15 32 13 13 16 32 91 19 17 18 Division 33 — 19 33 05 14 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 Existing Conditions Utility Removal/Abandonment Concrete Concrete Base Material for Trench Repair Modifications to Existing Concrete Structures Exterior Improvements Lime Treated Base Courses Cement Treated Base Courses Asphalt Paving Concrete Paving Topsoil Placement and Finishing of Parkways Utilities Adjusting Manholes, Inlets, Valve Boxes and Other Structures to Grade Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps: //proi ectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20- %20Construction%20Documents/Specifications Division 02 - Existing Conditions 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) Division 31- Earthwork 31 37 00 Riprap Division 32 - 32 11 23 32 13 20 32 13 73 32 14 16 32 1613 32 17 23 32 32 13 Division 33 - 33 05 10 33 05 13 33 05 16 33 05 17 Exterior Improvements Flexible Base Courses Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Paving Joint Sealants Brick Unit Paving Concrete Curb and Gutters and Valley Gutters Pavement Markings Cast -in -Place Concrete Retaining Walls Utilities Utility Trench Excavation, Embedment, and Backfill Frame, Cover and Grade Rings Concrete Water Vaults Concrete Collars CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 000000-3 TABLE OF CONTENTS 1 33 49 10 Cast -in -place Manholes and Junction Boxes 2 33 49 20 Curb and Drop Inlets 3 33 49 40 Storm Drainage Headwalls and Wingwalls 4 5 Division 34 - Transportation 6 34 71 13 Traffic Control 7 8 Appendix 9 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 10 GC-6.07 Wage Rates 11 DETAILS Paving Details 12 13 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 3 of 3 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 M&C Review Page 1 of 2 CITY COUNCIL AGENDA COUNCIL ACTION: Approved on 3/4/2014 DATE: CODE: C TYPE: CONSENT PUBLIC HEARING: SUBJECT: Authorize Execution of a Contract with Westhill Construction, Inc., in the Amount of $500,000.00 for Utility Cut Repair Contract 2013, UC01-2013 at Various Locations Throughout the City (ALL COUNCIL DISTRICTS) Official site of the City of Fort Worth, Texas FORT WoRTl1 3/4/2014 REFERENCE NO.: **C-26694 LOG NAME: 60VC012013- WESTHILL NO RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with Westhill Construction, Inc., in the amount of $500,000.00 for Utility Cut Repair Contract 2013. DISCUSSION: The work to be performed under this contract consists of utility cut street repairs which are necessary after main replacements and repairs are made by the Water Department's Field Operations crews. The Water Department is neither staffed nor equipped to perform some of the larger repairs. This contract is necessary to maintain a reasonable repair schedule, minimize disruption to the public and ensure the street repairs do not adversely impact the life of the remaining street. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and are based on the budgeted amount of $500,000.00. It was also stipulated that regardless of the dollar amount bid, the contract would be awarded in the amount of $500,000.00. Final payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew this contract three times under the same terms, conditions and unit prices. The project was advertised for bid on December 19, 2013 and December 26, 2013, in the Fort Worth Star-Telearam. On January 16, 2014, the following bids were received: Bidders Amount Bid Time of Completion Westhill Construction, Inc. $ 1,306,050.00 365 Calendar Days Specified Atkins Brothers Equipment Company, Inc. $ 2,786,100.00 Staff has reviewed the bid prices and find that they are fair and reasonable. M/WBE Office - Westhill Construction, Inc., is in compliance with the City's BDE Ordinance by committing to 11 percent MBE participation on this project. The City's MBE goal on this project is 10 percent. This project is located at various locations throughout the City. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current operating budget, as appropriated, of the Water and the Sewer Fund. TO Fund/Account/Centers Submitted for Citv Manaaer's Office bv: FROM Fund/Account/Centers PE45 539120 0607011 $250.000.00 PE45 539120 0707008 $250,000.00 http://apps.cfwnet.org/counciLpacket/mc asp?ID=19479&councildate=3/4/2... 3/5/2014 M&C Review Page 2 of 2 Originating Department Head: Additional Information Contact: ATTACHMENTS Fernando Costa (6122) S. Frank Crumb (8207) J. Chris Underwood (2629) http://apps.cfwnet.org/council_packet/mc review.asp?ID=19479 &councildate=3 /4/2... 3/5/2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 000510-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) 25 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 SECTION 00 0515 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23. 24 25 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 000515-1 ADDENDA Page 1 of 1 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 JAN-08-2014 WED 10:53 AM CFW DOE DESIGN SERVICES FAX NO, 0173922527 P. 02 CITY OF FORT WORTH WATER DEPARTMENT ENGINEERING SERVICES DIVISION ADDENDUM NO, 1 UTILITY CUT REPAIR CONTRACT 2013 PROJECT NO. UC01-2013 RELEASE DATE; Ianu»ry 8, 2014 INFORMATION TO 3IDDERS: 'The Specifications and Contract Documents for the above mentioned project are rBviaed and amended as follows: 1, In SECTION 00 21 13 INSTRUCTION' TO BIDDERS; 3. Pregualification of Bidders (t311me Contractors and Sabcantractars); 3.1,1. Paving -• Requirements document located at... shall be REVISED to the following: 3 ,1.3 , 'Water and Sanitary Sewer _. Requiuetnents document located at; Intl) s:giro iectpoii1t.buzzsaw.conilfortwortlio:ay/Rc sources/02%20- 20Cousts uetion.%20Doe.anien ti/Contraetor°i 20Preou li iication/Water°'n20ancic 020Sanitary a20S ewerVa20Contractor%2OP reQuaiification%20PrograrnAWS S %20oreoual%2Oreo uirerne n ts. d oo?public Tn SECTION 00 41 00.1(311) FORM; 3, Frequaiificatian The Bidder acknowledges that the following work types must be performed only by precivaliflcd contractors and subcontractors, a. Paving shall be REVTSET) to: a. Water and Sanitary Sewer 3. In SECTION 00 42 43 PROPOSAL FORM; The entire proposal_ form shall be REPLACED D with the attached revised Proposal Forin. (SEE ATTACHED 8 PAGE 'PROPOSAL FORM) M) 4. in SECTION 00 4S 12 PREQUA.LJFICATION STATEMENT; Major Work Type column Paving shall be REVISED to Water and Sanitary Sewer. Plenie a.ci:nowledge receipt dale Addendum in the bid proposal and on the outside ate seated envelope, R] CLIP?T ACKNOWLEDGED: S, FRANK CRUMB, P.E. DIRECTOR, WATERDEPARTM1rN!` bY: 4inr Deeter, P.L. Water Department Engineering Services JAN-08-2014 WED 10:53 AM VFW DOE DESIGN SERVICES FAX NO. 8173922527 P. 03 U'NLT PRICE BID 61t1 km Pay List ¢otn No. SECTION 00 42 43 I'Itf;i'tl3Al. FORM Bidder's Application !'raja• i;cw fnfar:'datior� SpccIticatlon Unit of Section No, Bid Quentiry 1,4enaaretnnn6 Ifr=:,cripiiun Istcl�ls +. P:alaeal Unit Pried I Ilid Value • UNIT I - CUTS j,ESS THAN 200 SOUARE FEET (ITEMS 1-;) 3212.0303 02 1216 4,000 SY 3•Inch Asphalt Povsmant Type 2 ! a 44 ( 13i"k.4olkir t 32 '12 16 1,200 SY 3-Inch Mp'hitit'Bim Typo 11 3213,0'04 32 13 13 700 4 3213,0106 321313 Sy 0-Inch Concrete Pavement .5 .-: %41-/ v to"- y 300 SY 11-Inch Ccnuete Pavement 03 34 16 3.200 a IV SY Mln, 0,Inch Concrete to Base Material Oalbre Cricks pollees Cents 03 34 10 000 7 221 4.0200 32 14 10 ciry 001%DRP tVPft91I STANDARD COPISrliUCTION tiPECFICATION Oc tJMD ll Pnlm I(1 1 oI 21112 't 211 io0 SY Cents is (Pt" S‘46 4ellare " pCents 6-Inch RUIriforc6cI Conoioio oaoe 1▪ 1 -▪ )aauarn Gents SY t3rlck Pavement Ropolr 1714 s t-. Satlars — Cents v�. d Li) .1) oio'ROPOY41. I,GAd 1 GI'+! 371O 4e)c 5406 tfnl.I IY CUI I:LPAIII CONTACT]I113 Prglivi No. 1IC-nl UP JAN-08-2014 WED 10:54 AM CFW DOE DESIGN SERVICES FAX NO. 8173922627 P. 04 UNIT PRICE BID SECT1ON no .12 43 PKOPOSAI, FORM 1"rnju4 ten.. i11arrns Bidder's Application Bid Lkt Py No . , Sootio'n No, .1aid(`i uf11 Lnit or Unit Pi1*1 VIII ip: KNURL' tilldrit 13 Indere r'rOOD9111 r2.13 Pin PR06)544, P31:G ul UNIT II - CUTS GREATER THAN209 13(sa is,$$:(1!),AN 1..000 SOUARE FE. a (ITEMS !3-1-11 3 r.i21.2.osoa 32 12 le 4,000 SY 3-Ine'n Asphalt Pavement Type D 0 10 3213.0104 11 3213.0106 12 10 C rel 32 12 16 1,200 Sy Atiphs1181see Type 0 13 Y00 • Dollars .Cunts _rdtrz-rgr) C.`ents SY ConGrato Pavement Collsita F—C r-17"/ Cents B2 13.1-3 31111 SY 11..ineh C0f0 le Pavement 0,3 34 16 3,200 SY ik.16A36-C-71 Donn rS B-Incn Concrete Base Materiel A&=410am Cents co 03 34 18 1300 SY 1 3214,0200 32 14 16 150 TORT WOITIl FTANDARI) C.111,4311W1.") tCN S1,1:e roan rtrvimt 311?*-41 Mln. fielnfomod Concrete Batik] sz.1"y, Cents livo 62:59— 50746' SY Brick Pavement Repair CI,L--)41011Eirs Cents trni.riv C1J° Ril At r.otn-i-tArr ?op PIAI,Nl1 JC-II I '2111 A AN-08-2014 WED 10:54 AM OFW DOE DESIGN SERVICES FAX NO, 8173222527 . P. 05 UNIT PRICE BID Pay item rCTlON on 4243 PROPOSAL 1'OIIM Prujeat Item hiinnuntion 13i4 List Specircnlioe i Lnil Nu, I nI' ;iautinn Nu, Aid Qnnntit• Mcsswenlan( UNIT III -CUTj C.;RREAi' R THAN 1,000 SQUARE FEET HTEM .15 21) 15 3212,0303 ,030;3 32 12 16 3,000 SY 3-Inch Asphalt Pevarnent Typo D Bidder's Application 1e 31216 000 SY 110 4:3 4} 010 P110130S•.1. rnur,3 �rx Bicckra Pronoaai Description Unit Price Dollars — cents 31Inc11 Asphalt 63ye Type R ovs t9� pollAre cents 17 3213,0104 1 32 13 13 700 SY 0-Inch COr6Cr0L0 Pr.VGMenl 18 3213,0106 3213 13 300 18 20 r.. >1 3214.0200 03 34 18 2.409 0334 16 600 3331416 150 CITY Ur PORT \VCIWI'I 1 PTANDA3n ccNST6LICT10N BPl:(7.11''CA'1011 I)OCJbl0NT3 roan Itcvisat 2U 12t11?P !C1 16t17 Dollars -(: Cants SY 11-Inch Concrete Pavement SY Alt+ 4= " ....�- Dollars —CJ Cants Min. 6-Inch Concrete Boo Material (.) DoI'b''rs Cants SY Mln, tb Ir1rh ReInforcec Concrete Base `J ' � u� -� emu✓ Do. o- Cants SY itrcic Pavorrant Repair 0G %Z Poll3re 1 QUJ.) Hid V; luu (0bj 9et9 V111.IT\ Ci"P f l+vn;It CON,(tACT 2013 Pl)k I Ni,. tIC. 11n11 JAN-08-2014 WED 10:54 All OFW DOE DESIGN SERVICES FAX NO, 8173922527 F, 06 UNIT PRICE BID Pay lien) I eld List irons No, UNIT IV 22 3212.0303 23 SECTION III)4243 1,1401'0SAI.,170 M Project Lo:fl 6:!anuuLlUu 0,12 ,13 3)0 Pl?OPDSAL Pubr-'I of H T3tdder's Application 0ideate Pri posnl SpeolCentimL Bid Quantity Unit or Description Unit Price ( pia Vnh1u Section No, Measli nt A�1J. +CUTS.ASPHALTwiz'tIOUT BASE=RatGAR17LESS O SIZE (ITEMS 22.26) . 12 1a 2,000 1 SY 3-Inch AsphaR Pdv0rnuptTypo D 174 C /7=- 0E ei laurars 3 9.9 Cant: 2-inch Asphalt Base Typo B 321216 50C SY TWOO 25/`:'—`1 Dollars 24 3212,0501 32 12 10 '200 5" 4-nalt Mphai! ease Type e 25 3212.0502 32 12 10 200 — 20 3212.0603 32 12.1S 200 crry or• pour vm.t na SrAPIPAI(2 CONFAKICTIONRRcivirmiim PnCII I0NTS Form naviaal'-I:11)03U Dollars Dania SY 6-inch Asphalt ease Type e 17 r ri�' ��%pollafs cent SY 6-Inch AaphaUL C0su Typo p 1395' Z7Vb z S e uncrrr00rtci�,nut cordfRhf.T nl1 ri,e,,n Na. uc-nl :n:a JAN-08-2014 WED 10:K N CFW DOE DESIGN SERVICES FAX NO, 81739221;327 P. 07 UNIT PRICE BID 1'4y Itt.91., SP,CTION 06 42 43 PROPOSAL 0012.11/1 P01 [lent 11j111)1111101 Bidder's Application prop.' tit) 42 4.1 1111) "ROPOSAL P403 of 11 pitt LI:e1win Spuciliclli0°11 aid Ov./JolliY mena.etectat --; 1 Lbitof criplitm unit l'rluc li(c1 Vi.luo p,..4 No. So-Ihu No. UN! .4.0)()NAL REQLJ RYA) 011a.111 THAN PAVING 27 :3216,0102 r 32 16 13 4C0 L1 nnoh Concrete Cork+ and 014t1or 25 3216,0102 32 15 13 20 3213.0401 32 13 20 30 '.3:4 13.0301 32 13 20 31 320'.0100 32 Di 15 4120 ;004ers 09. Coal!) LF 7,0n1211 COncroto Curb anti Gutter Attached to Concrotu Piwurrnol re-6.4 On1111+0 100 SF rIci RoInforaud Concrotu Deiveway 32 3305.0107 33 36 14 Dollars -4) Cents a l'ervS" 27.57 150 SF 4-Inch Reinforced Concrete Sidewalk:and Wheelchair Ramp Dolls tel Centa 00 CY Top Sol !6Ii ror .0 a Collets Cents .000 EA biloribale Adluarnent, Minor 33 3305,0105 03 5050 1 EA 71:;,olli1noou 33 05 14 Valve Vault Adjustment 34 3305,0204 C1V Grjr1lN f.i/JP.; nbscirnent/Bauldili, iiii.V.4770-aser1)011P f Gums Crushed R=k ri-te iz,v°41 Dollars C9/114 1 2113 Oa 10 CY importsd Er 31; 3212.0202 32 12 15 53 2.11.01ft)1 32 11 20 50 urvoriurrwmum STANDAkt OONSTft LIC1 ON 61,111711,1CATION 00i.11.1/oLNTE, twolm4,4211v4on 0.1 oc 00- 1 5D 3'' 2-1ncli Asphalt Pevement, Type 0 Perking Lot Repair ..5.c.niV—Alt2olters Cents Treatment Doliarti if;) w 5a0c---c? 1.T11.11-1' CL11 REPAIR coNTRA0.1.21'11' JAN-08-2014 WED 10:55 AN OFW DOE DESIGN SERVICES FAX NO, 8173922527 P. 08 UNIT PRICE BIT) --- Illy (kw SECIION OU 42 43 P1101'08A1. FORM i'rCijecl. I lul» inthilna;lon ._._,_,...,..,-,-______________ , .. Loll or I Bid LI:31mm! 14L:e1G211tic)11 ! Bid Quantity No13kv. . ,tion NoMeionwnlot 37 3212.0302 32 12 16 50 sy 36 3211.3111 32 11 23 39 3211.0112 32 11 23 Bidder's Application Biddn-1;:i Proposal Lluit Pricu ltl VLIIUG tc1;12 Rfl PAOPOSAI. Page2 01' A93)na1 Pavomant, Type 0 DrIv0way Ropoir 75 SY 1-inch Flexible Base, Typo A, Grads 1; Cfushad Limestone nVakkr-TC/--4! Dollars - Gents 75 SY 6-Inch Flexible Bose, Typo A. Gratis 1 - Crushed Limestone 40 03 '20 00 4 1 03 30 DO 03 00 00 33 49 10 33 49 20 42 3305.0112 33 05 17 43 331210 rii=n/ Dollare Cents 10 CY :::Is "A" Concrete (3,000/1) T; 4.) 47Po2x.3 —Co / Genie CY Repair Storm Drain StructurOS EA 3213,070o 32 13 73 200 LF .ra a -go a 47(46...t &ars - - . Concrete Manhole Cellar Cent Jae_ g_( Dolkut., Cents_ Joint Soling- Slicano Delkirs Cents_ - riA Ralovais Water Meter and r3ex Fkr.741 14A-1•P-'4A4'1 guitars Dente I 0 L 46 33 1 2 1 0 u4i is 200 32 01 29 CITY OF FORT lVORT! I FrAhlf:Art Cnra113alii..111M ,TC1119A.71(1)4 DC,C:UNIUNrti Perm iieVt4:12t$I20140 EA water MfIttlf Adinlinent LF Cofllo Sow -cut Cancroid Puvomont Qattara 6.) Cents 'Zit) 4-c z s- 27-7-r- 1.10 300 cA) / CO- 7 OP 2 i(601,442 . TX) 1 co 4bp :111LI'lY 6UlitIPAUt CON'lltAci an 11 Oa' Na.. Ue•$)) 'III 1.1 JAN-08-2014 WED 10:56 AM CFW DOE DESIGN SERVICES FAX NO. 8173922527 P, 09 &P.;G"l'IGN t1U 42 43 I'IkOVOSAI, r 3!(M Ua 012.0 31O PnOPOSA'. Pupal a(N UNIT PRICE .BID Bidder's Application ProJuut 11,,m inrceDation 13iddm'a Prcpusnl Rid Liat limn Specification Unit or Pay hers No. pee eon No, Rid Qunnliq' Pr1eINVOISler:1 Cleacripllon 47 3213.0201 32 13 13 180 SY 6 Irit:h COn0?0I0 Pavcntonl 1.1(Dh Early EtrOnhtli cor1Crc1.o (MS) f_ IC 4-f D 4.L :paws Corps 48 —~ 37;512 1 LS — UtilityAdjuilmanl Unit Price Rid Value C `2 A c'tta Itigllfttog Cellars No cants 1;1,000.00 $1.0100„10 48 3316.0301 32 13 13 70 SY 9-inch Concrete Valley Gutter, 50 Si Residential ( r-1 6Dales Canis 32 17 23 20 EA Raised Traflle fv1arkcr9, All Type b'L u pollar9 . _ .Corte 32 1 Y 23 10t) L F Pnvonitant Pdarkinc, All Tyfios 711-11-60 52 3137.0131 31 37 Do 33 S4' Concrete RIprep S i r1. 'irk 63 3137.0104 31 37 DO OD SY Msdlum Sons Riprap, Dry Dollars Corlls Dollirs -' Cants trzet4: Dollars Cents 54 313r,D102 31 37 30 80 5Y Large Stone Rlprap, pry 6^0 ft--(11 DulkUe — -- Conte 55 03 30 00 20 CY Conceoto Rolalning 0N3i1 32 32 13 0 01 55 28 100 347113 CITYrW0IL91I growl o coRraticTioli Fim!,cA" I0i1POO.IMIiNTA I�i,ttt ReVhyl ?b ilia: ] 11 Cants EA Strom Usu Porrdt 3o D 44- icy 30t;e4) 0001-0 slwenlvflvr t3ollars No Cants $75,00 1i7,500.00 ore UT, I4TY CLIT t RIV,0 L'OY'IILU.`I 211LV UC.Ul'_'L'I.1 JAN-08-2014 WED 10:56 AM OFW DOE DESIGN SERVICES FAX NO, 3173922627 P. 10 SECTION 00 42 43 Plhil'OSALr4Oftlel till .13 .13 l•utie h UNIT PRICE BID Bidder's Application Bid Li at Item Spezificatioo Bid QumlilyIMiii Pay km Nn, iiIceiin No, Mioviarui 57 1171.0003 3,171 1 1E1 EA 4.11134.1•IMPAMMINZW10.• Project (tern Infor.untion hoposttl ipsLqtripticm 11114P:ice ! rmtii1::Q111101 Mark Design [Ind Instal Requirt3c1 :1311ars Sec. 7 Olr l'Ott TAI.41:1i4r rrirl? uoclukeueris Ite.U:12..11(1,:!1) Carla TotalBid MA1-‘'cul- KuvAIR CON TIW:T PAd.11, UC741 20o 001113-1 INVITATION TO BIDDERS 1 2 SECTION 00 11 13 INVITATION TO BIDDERS Page 1 of 2 3 RECEIPT OF BIDS 4 Sealed bids for the construction of UTILITY CUT REPAIR CONTRACT 2013, Project No. 5 UC-01 2013 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 12 until 1:30 P.M. CST, Thursday, January 16, 2014, and bids will be opened publicly and read 13 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: 17 18 UNIT I- CUTS LESS THAN 200 SQUARE FEET 19 UNIT II- CUTS GREATER THAN 200 BUT LESS THAN 1,000 SQUARE FEET 20 UNIT III- CUTS GREATER THAN 1,000 SQUARE FEET 21 UNIT IV- ALL CUTS ASPHALT WITHOUT BASE REGARDLESS OF SIZE 22 UNIT V- ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING 23 24 PREQUALIFICATION 25 The improvements included in this project must be performed by a contractor who is pre- 26 qualified by the City at the time of bid opening. The procedures for qualification and pre- 27 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 28 29 DOCUMENT EXAMINATION AND PROCUREMENTS 30 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 31 of Fort Worth's Purchasing Division website at http://www.fortworthQov.ortJpurchasing/ and 32 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 33 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 34 suppliers. 35 36 Copies of the Bidding and Contract Documents may be obtained from J. Chris Underwood in the 37 office of the Water Department, Design Services, 927 Taylor Street, Fort Worth, 76102 38 39 The cost of Bidding and Contract Documents is: No Cost 40 41 NOTICES 42 Total quantities given in the bid proposal may not reflect actual quantities; however, they are 43 given for the purpose of bidding and awarding the contract. A contract in the amount of 44 $500,000.00 shall be awarded with final payment based on actual measured quantities and the 45 unit price bid in this proposal. Moreover, there is to be no limit on the variation between the 46 estimated quantities shown and actual quantities performed. 47 48 It is understood and agreed that the scope of work contemplated in this contract is that which is 49 designated by the City but will in no case exceed $500,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No.UC-01 2013 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 The City has the right to renew this contract for three (3) one year teiiii/expenditures of 2 $500,000.00 under the same terms, conditions and unit prices. The City shall give at least sixty 3 (60) days notice prior to the expiration of one year from the date of execution of this contract or 4 of an option period or a like notice at such time as there is less than $20,000.00 left unexpended. 5 6 The contractor shall be aware that it is the City's intention that the quantities in Unit I be used on 7 an "emergency" basis only. 8 9 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 10 City reserves the right to waive irregularities and to accept or reject bids. 11 12 INQUIRIES 13 All inquiries relative to this procurement should be addressed to the following: 14 Attn: J. Chris Underwood, City of Fort Worth 15 Email: john.underwood@fortworthtexas.gov 16 Phone: (817) 392-2629 17 AND/OR 18 Attn: Jim Deeter, P.E., City of Fort Worth 19 Email: jim.deeter@fortworthtexas.gov 20 Phone: (817) 392-7803 21 22 ADVERTISEMENT DATES 23 December 19, 2013 24 December 26, 2013 25 26 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No.UC-01 2013 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types. 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving — Requirements document located at; 40 httos://nroiectnoint.buzzsaw.com/fortworthwv/Resources/02%20- 41 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 42%20Contractor%20Prequalification%20Program/PREOUALIFICATION%2ORE0 43 UIREMENTS%20FOR%%20PAVING%2000NTRACTORS.PDF?public 44 45 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page2of9 1 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 2 seven (7) calendar days prior to Bid opening, the documentation identified in. Section 00 3 45 11, BIDDERS PREQUALIFICATIONS. 4 5 3.2.1. Submission of and/or questions related to prequalification should be addressed to 6 the City contact as provided in Paragraph 6.1. 7 8 9 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 10 bidder(s) for a project to submit such additional information as the City, in its sole 11 discretion may require, including but not limited to manpower and equipment records, 12 information about key personnel to be assigned to the project, and construction schedule, 13 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 14 deliver a quality product and successfully complete projects for the amount bid within 15 the stipulated time frame. Based upon the City's assessment of the submitted 16 information, a recommendation regarding the award of a contract will be made to the 17 City Council. Failure to submit the additional information, if requested, may be grounds 18 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 19 notified in writing of a recommendation to the City Council. 20 21 3.4. In addition to prequalification, additional requirements for qualification may be required 22 within various sections of the Contract Documents. 23 24 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 25 26 4.1. Before submitting a Bid, each Bidder shall: 27 28 4.1.1. Examine and carefully study the Contract Documents and other related data 29 identified in the Bidding Documents (including "technical data" referred to in 30 Paragraph 4.2. below). No information given by City or any representative of the 31 City other than that contained in the Contract Documents and officially 32 promulgated addenda thereto, shall be binding upon the City. 33 34 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 35 site conditions that may affect cost, progress, perfoiivance or furnishing of the 36 Work. 37 38 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 39 progress, performance or furnishing of the Work. 40 41 4.1.4. Not Used 42 43 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 44 contiguous to the Site and all drawings of physical conditions relating to existing 45 surface or subsurface structures at the Site (except Underground Facilities) that 46 have been identified in the Contract Documents as containing reliable "technical 47 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 48 at the Site that have been, identified in the Contract Documents as containing 49 reliable "technical data." 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 0021 13 -3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the fouu of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No infoiniation given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.7. Perform independent research, investigations, tests, borings, and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations, tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its foiuier 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation, research, tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima -facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings, if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures (except Underground Facilities) which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 2113 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or 13 procedures of construction (if any) that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6. Interpretations and Addenda 2 3 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 5 received after this day may not be responded to. Interpretations or clarifications 6 considered necessary by City in response to such questions will be issued by Addenda 7 delivered to all parties recorded by City as having received the Bidding Documents. 8 Only questions answered by formal written Addenda will be binding. Oral and other 9 interpretations or clarifications will be without legal effect. 10 11 Address questions to: 12 13 Attn: J. Chris Underwood, City of Fort Worth Water Department, Project Manager 14 Fax: (817) 392-2527 15 Email: john.underwood@fortworthtexas.gov 16 Phone: (817) 392-2629 17 18 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 19 City. 20 21 6.3. Addenda or clarifications may be posted via Buzzsaw at 22 httos://proiectpoint.buzzsaw.com/client/fortworthaov/Infrastructure Proiects/Utility Cut 23 Repair Contract 2013/Bid Package. 24 25 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 26 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 27 Project. Bidders are encouraged to attend and participate in the conference. City will 28 transmit to all prospective Bidders of record such Addenda as City considers necessary 29 in response to questions arising at the conference. Oral statements may not be relied 30 upon and will not be binding or legally effective. 31 32 7. Bid Security 33 34 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 35 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 36 the requirements of Paragraphs 5.01 of the General Conditions. 37 38 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 39 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 40 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 41 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 42 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 43 other Bidders whom City believes to have a reasonable chance of receiving the award 44 will be retained by City until final contract execution. 45 46 8. Contract Times 47 The number of days within which, or the dates by which, Milestones are to be achieved in 48 accordance with the General Requirements and the Work is to be completed and ready for 49 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 50 attached Bid Form. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or -Equal" Items 5 The Contract, if awarded, will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or "or -equal" items. 7 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 8 equal" item of material or equipment maybe furnished or used by Contractor if acceptable to 9 City, application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submissionof any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 12 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 13 14 11. Subcontractors, Suppliers and Others 15 16 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 17 12-2011 (as amended), the City has goals for the participation of minority business 18 and/or small business enterprises in City contracts. A copy of the Ordinance can be 19 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 20 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 21 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 22 Venture Form as appropriate. The Fauns including documentation must be received 23 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 24 opening date. The Bidder shall obtain a receipt from the City as evidence the 25 documentation was received. Failure to comply shall render the bid as non- 26 responsive. 27 28 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 29 or organization against whom Contractor has reasonable objection. 30 31 12. Bid Form 32 33 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 34 obtained from the City. 35 36 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 37 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 38 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 39 price item listed therein. In the case of optional alternatives, the words "No Bid," 40 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 41 written in ink in both words and numerals, for which the Bidder proposes to do the 42 work contemplated or furnish materials required. All prices shall be written legibly. 43 In case of discrepancy between price in written words and the price in written 44 numerals, the price in written words shall govern. 45 46 12.3. Bids by corporations shall be executed in the corporate name by the president or a 47 vice-president or other corporate officer accompanied by evidence of authority to 48 sign. The corporate seal shall be affixed. The corporate address and state of 49 incorporation shall be shown below the signature. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 2 partner, whose title must appear under the signature accompanied by evidence of 3 authority to sign. The official address of the partnership shall be shown below the 4 signature. 5 6 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 7 member and accompanied by evidence of authority to sign. The state of foiivation of 8 the firm and the official address of the firm shall be shown. 9 10 12.6. Bids by individuals shall show the Bidder's name and official address. 11 12 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 13 indicated on the Bid Form. The official address of the joint venture shall be shown. 14 15 12.8. All names shall be typed or printed in ink below the signature. 16 17 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 18 which shall be filled in on the Bid Form. 19 20 12.10. Postal and e-mail addresses and telephone number for communications regarding the 21 Bid shall be shown. 22 23 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 24 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 25 to State Law Non Resident Bidder. 26 27 13. Submission of Bids 28 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 29 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 30 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 31 marked with the City Project Number, Project title, the name and address of Bidder, and 32 accompanied by the Bid security and other required documents. If the Bid is sent through the 33 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 34 with the notation "BID ENCLOSED" on the face of it. 35 36 14. Modification and Withdrawal of Bids 37 38 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 39 withdrawn prior to the time set for bid opening. A request for withdrawal must be 40 made in writing by an appropriate document duly executed in the manner that a Bid 41 must be executed and delivered to the place where Bids are to be submitted at any 42 time prior to the opening of Bids. After all Bids not requested for withdrawal are 43 opened and publicly read aloud, the Bids for which a withdrawal request has been 44 properly filed may, at the option of the City, be returned unopened. 45 46 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 47 time set for the closing of Bid receipt. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any) will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 10 11 17. Evaluation of Bids and Award of Contract 12 13 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 14 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 15 and to reject the Bid of any Bidder if City believes that it would not be in the best 16 interest of the Project to make an award to that Bidder, whether because the Bid is 17 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 18 meet any other pertinent standard or criteria established by City. City also reserves 19 the right to waive informalities not involving price, contract time or changes in the 20 Work with the Successful Bidder. Discrepancies between the multiplication of units 21 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 22 between the indicated sum of any column of figures and the correct sum thereof will 23 be resolved in favor of the correct sum. Discrepancies between words and figures 24 will be resolved in favor of the words. 25 26 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 27 among the Bidders, Bidder is an interested party to any litigation against City, 28 City or Bidder may have a claim against the other or be engaged in litigation, 29 Bidder is in arrears on any existing contract or has defaulted on a previous 30 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 31 Bidder has uncompleted work which in the judgment of the City will prevent or 32 hinder the prompt completion of additional work if awarded. 33 34 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 35 other persons and organizations proposed for those portions of the Work as to which 36 the identity of Subcontractors, Suppliers, and other persons and organizations must 37 be submitted as provided in the Contract Documents or upon the request of the City. 38 City also may consider the operating costs, maintenance requirements, performance 39 data and guarantees of major items of materials and equipment proposed for 40 incorporation in the Work when such data is required to be submitted prior to the 41 Notice of Award. 42 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization, work of a value not less than 50 35% of the value embraced on the Contract, unless otherwise approved by the City. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 2 responsive Bidder whose evaluation by City indicates that the award will be in the 3 best interests of the City. 4 5 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 6 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 7 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 8 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 9 comparable contract in the state in which the nonresident's principal place of 10 business is located. 11 12 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 13 to be awarded, City will award the Contract within 90 days after the day of the Bid 14 opening unless extended in writing. No other act of City or others will constitute 15 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 16 the City. 17 18 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 19 20 18. Signing of Agreement 21 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 22 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 23 Contractor shall sign and deliver the required number of counterparts of the Agreement to 24 City with the required Bonds, Certificates of Insurance, and all other required documentation. 25 City shall thereafter deliver one fully signed counterpart to Contractor. 26 27 28 29 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 003513-1 CONFLICT OF INTEREST AFFIDAVIT 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 Page 1 of 1' 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 Foal)) 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 fowls may be downloaded from the website links provided below. httn://www.ethics.state.tx.us/forms/CIO.ndf httn://www.ethics.state.tx.us/forms/CIS.ndf CIQ Fotui 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 r!ici BIDDER: 26 27 tnio iA t t-i. ,c-d '^'f: .rD-16., By: 28 Company 29 30 f©1L 2b 1(1 Signatur 31 Address 32 33 �_ t.�- 170/t.44e-7 fo,q '1 1 Title: 34 City/State/Zip 35 36 37 END OF SECTION PI ase Print) : (Please Print) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 CONFLICT OF INTEREST QUESTIONNAIRE 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. This questionnaire is being filed in accordance with Chapter 176, Local Government Code 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. 11 Name of person who has a business relationship with local governmental entity. Check this box if you are filing an update to a previously filed questionnaire. FORM CIQ OFFICE USE ONLY Date Received (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.) Name of local government officer with whom filer has employment or business relationship. 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? Yes 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 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? Yes No D. Describe each employment or business relationship with the local government officer named in this section. Signature of person doing business with the governmental entity Date Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT Section 176.003 of the Local Government Code requires certain local government officers to file this form. A "local government officer" is defined as a member of the governing body of a local governmental entity; a director, superintendent, administrator, president, or other person designated as the executive officer of the local governmental entity; or an employee of a local governmental entity with respect to whom the local governmental entity has, in accordance with Section 176.005, extended the requirements of Sections 176.003 and 176.004. This form is required to be filed with the records administrator of the local governmental entity not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the facts that require the filing of this statement. A local government officer commits an offense if the officer knowingly violates Section 176.003, Local Government Code. An offense under this section is a Class C misdemeanor. Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. INSTRUCTIONS FOR COMPLETING THIS FORM The following numbers correspond to the numbered boxes on the other side. 1. Name of Local Government Officer. Enter the name of the local government officer filing this statement. 2. Office Held. Enter the name of the office held by the local government officer filing this statement. 3. Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code. Enter the name of the person described by Section 176.002, Local Government Code with whom the officer has an employment or other business relationship as described by Section 176.003(a), Local Government Code. 4. Description of the nature and extent of employment or business relationship with person named in item 3. Describe the nature and extent of the employment or other business relationship with the person in item 3 as described by Section 176.003(a), Local Government Code. 5. List gifts accepted, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250. List gifts accepted during the 12-month period (described by Section 176.003(a), Local Government Code) by the local government officer or family member of the officer, excluding gifts described by Section 176.003(a-1), from the person named in item 3 that in the aggregate exceed $250 in value. 6. Affidavit. Signature of local government officer. Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER 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. 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 in accordance with Chapter 176, Local Government Code, LI Name of Local Government Officer Office Held FORM CIS OFFICE USE ONLY Date Received JName of person described by Sections 176.002(a) and 176.003(a), Local Government Code Description of the nature and extent of employment or other business relationship with person named in. item 3 JList 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 Date Gift Accepted Date Gift Accepted 11 AFFIDAVIT Description of Gift Description of Gift Description of Gift (attach additional forms as necessary) AFFIX NOTARY STAMP / SEAL ABOVE 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. Sworn to and subscribed before me, by the said of Signature of Local Govemment Officer , 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath , this the day Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 00 41 00 BID FORM Page 1 of 3 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: Utility Cut Repair Contract 2013 Project No.: UC-01 2013 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 meetina 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 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Paving 4. Time of Completion 00 41 00 BID FORM Page 2 of 3 4.1. The Work will be complete for Final Acceptance within 365 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 7. Bid Submittal This Bid is submitted on Respectfully By: (Signature) 0� (Pr nted Name) Title: Company: Address: State of Incorporation: '1lvI all 1 Email: - 'F L t i e:.cs 01 Phone: 3/ 2,- S-58' 'e�o 4— END OF SECTION by the entity named below. Receipt is acknowledged the following Addencta: Addendum No. 1:V • Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: 00 41 00 BID FORM Page 3 of 3 of Initial CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 42 43 BID PROPOSAL Page 1 of 11 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid List Item Specification Unit of Pay Item No. Section No. Bid Quantity Measurement Description UNIT - CUTS i,ESS THAN 200 SQUARE FEET (ITEMS 1-1:.) 1 3212.0303 32 12 16 2,300 SY 3-inch Asphalt Pavement Type D 2 Dollars Cents 32 12 16 1,400 SY 3-inch Asphalt Base Type B Dollars Cents 3 3212.0501 32 12 16 300 SY 4-inch Asphalt Base Type B Dollars Cents 4 3212.0502 32 12 16 300 SY 5-inch Asphalt Base Type B Dollars Cents 5 3212.0503 32 12 16 300 SY 6-inch Asphalt Base Type B 6 Dollars Cents 32 13 13 150 SY 5-inch Concrete Pavement Dollars Cents 7 3213.0101 32 13 13 700 SY 6-inch Concrete Pavement Dollars Cents 8 3213.0102 32 13 13 150 SY 7-inch Concrete Pavement 9 10 Dollars Cents 03 34 16 700 SY Min. 8-inch Concrete Base Material Dollars Cents 03 34 16 150 SY Min. 5-inch Reinforced Concrete Base Dollars Cents Unit Price Bid Value CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid List Item Specification Unit of Pay Item No. Section No. Bid Quantity Measurement Description Unit Price Bid Value 11 3214.0200 32 14 16 150 SY Brick Pavement Repair Dollars Cents 00 42 43 BID PROPOSAL Page 2 of II CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 UNIT PRICE BID Pay Item Bid List Item No. JNIT II - 12 3212.0303 SECTION 00 42 43 PROPOSAL FORM Bidder's Application Project Item Information Bidders Proposal Specification Bid Quantity Unit of Description Unit Price Section No. Measurement UTS GREATER TH 32 12 16 2,300 Bid Value 200 BUT ESS THAN 1,000 SQUARE FEtT (ITEMS 12-221 SY 3-inch Asphalt Pavement Type D Dollars Cents 13 32 12 16 1,400 SY 3-inch Asphalt Base Type B Dollars Cents 14 3212.0501 32 12 16 300 SY 4-inch Asphalt Base Type B Dollars Cents 15 3212.0502 32 12 16 300 SY 5-inch Asphalt Base Type B Dollars Cents 16 3212.0503 32 12 16 300 SY 6-inch Asphalt Base Type B Dollars Cents 17 32 13 13 150 SY 5-inch Concrete Pavement Dollars Cents 18 3213.0101 32 13 13 700 SY 6-inch Concrete Pavement Dollars Cents 19 3213.0102 32 13 13 150 SY 7-inch Concrete Pavement 20 21 Dollars Cents 03 34 16 700 SY Min. 8-inch Concrete Base Material Dollars Cents 03 34 16 150 SY Min. 5-inch Reinforced Concrete Base Dollars Cents 00 42 43 BID PROPOSAL Page 3 of 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM Project Item Information Bidder's Application Bid List Item Specification Unit of Pay Item No. Section No. Bid Quantity Measurement Description 22 3214.0200 32 14 16 150 SY Brick Pavement Repair Dollars Cents Bidders Proposal Unit Price Bid Value 00 42 43 BID PROPOSAL Pagc 4 of 1 I CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revisal 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pay Item Project Item Information Bidder's Proposal Bid List Item Specification Bid Quantity Unit Description Unit Price No. Section No. Measurement UNIT III - UTS GRATER TH N 1,000 SQUARE FEET (ITEMS 23-33) 23 3212.0303 32 12 16 1,800 SY .3-inch Asphalt Pavement Type D 24 Dollars Cents 32 12 16 1,200 SY 3-inch Asphalt Base Type B Dollars Cents 25 3212.0501 32 12 16 300 SY 4-inch Asphalt Base Type B Dollars Cents 26 3212.0502 32 12 16 300 SY 5-inch Asphalt Base Type B Dollars Cents 27 3212.0503 32 12 16 300 SY 6-inch Asphalt Base Type B 28 Dollars Cents 32 13 13 150 SY 5-inch Concrete Pavement Dollars Cents 29 3213.0101 32 13 13 700 SY 6-inch Concrete Pavement Dollars Cents 30 3213.0102 32 13 13 150 SY 7-inch Concrete Pavement Dollars Cents 31 03 34 16 700 SY Min. 8-inch Concrete Base Material Dollars Cents 32 03 34 16 150 SY Min. 5-inch Reinforced Concrete Base Dollars Cents Bid Value 00 42 43 BID PROPOSAL Page 5 of 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid List Item Specification Unit of Pay Item No. Section No. Bid Quantity Measurement Description Unit Price Bid Value 33 3214.0200 32 14 16 150 SY Brick Pavement Repair Dollars Cents 00 42 43 BID PROPOSAL Page of11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Rcviscd 20120120 UTILITY CUT REPAIR CONTRACT 2013 Projcct No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Infonnation Bidder's Proposal Pay Item Bid List Item Specification Bid Quantity Unit of Description Unit Price Bid Value No. Section No. Measurement UNIT IV - ALL CUT -ASPHALT WITHOUT BASE -REGARDLESS OF SIZE (ITEMS 34-38) 34 3212.0303 32 12 16 1,000 SY 3-inch Asphalt Pavement Type D Dollars Cents 35 32 12 16 200 SY 3-inch Asphalt Base Type B Dollars Cents 36 3212.0501 32 12 16 200 SY 4-inch Asphalt Base Type B Dollars Cents 37 3212.0502 32 12 16 200 SY 5-inch Asphalt Base Type B Dollars Cents 38 3212.0503 32 12 16 200 SY 6-inch Asphalt Base Type B Dollars Cents 00 42 43 BID PROPOSAL Pagc 7 of 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Rcvised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pay Item 39 Project Item Information Bidder's Proposal Bid List Item Specification Bid Quantity Unit of Description Unit Price Bid Value No. Section No. Measurement UNI V - ADDIT ONAL ITEMS REOU'.i2ED OTHER THAN PAVING (ITEMS 39-69 3216.0102 32 16 13 400 LF 7-inch Concrete Curb and Gutter Dollars Cents 40 3216.0102 32 16 13 400 LF 7-inch Concrete Curb and Gutter Attached to Concrete Pavement Dollars Cents 41 3213.0401 32 13 20 100 SF 6-inch Reinforced Concrete Driveway Dollars Cents 42 3213.0301 32 13 20 150 SF 4-inch Reinforced Concrete Sidewalk and Wheelchair Ramp Dollars Cents 43 3291.0100 32 91 19 50 CY Top Soil Dollars Cents 44 3305.0107 33 05 14 1 EA Manhole Adjustment, Minor Dollars Cents 45 3305.0108 03 80 00 1 EA Miscellaneous Structure Adjustment 33 05 14 Valve Vault Adjustment Dollars Cents 46 3305.0204 33 05 10 50 CY Imported Embedment/Backfill, Crushed Rock Dollars Cents 47 3212.0302 32 12 16 50 SY 2-inch Asphalt Pavement, Type D Parking Lot Repair Dollars Cents 48 3211.0501 32 11 29 50 SY 6-inch Lime Treatment Dollars Cents 00 42 43 BID PROPOSAL Page 8 of 1I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pay Item Project Item Information Bidder's Proposal Bid List Item Specification Unit of Bid Quantity No. Section No. Measurement Description 49 3212.0302 32 12 16 50 SY • 2-inch Asphalt Pavement, Type D Driveway Repair Dollars Cents 50 3211.0111 32 1123 75 SY 4-inch Flexible Base, Type A, Grade 1; Crushed Limestone Dollars Cents 51 3211.0112 32 11 23 75 SY 6-inch Flexible Base, Type A, Grade 1 - Crushed Limestone 52 Dollars Cents 03 30 00 10 CY Class "A" Concrete (3,000#) Dollars Cents 53 03 30 00 5 CY Repair Storm Drain Structures 03 80 00 33 49 10 33 49 20 Dollars Cents 54 3305.0112 33 05 17 1 EA Concrete Manhole Collar Dollars Cents 55 3213.0700 32 13 73 200 LF Joint Sealing - Silicone 56 57 58 Dollars Cents 33 12 10 1 EA Relocate Water Meter and Box Dollars Cents 33 12 10 1 EA Water Meter Adjustment 02 41 15 200 LF 32 01 29 Dollars Cents Saw -cut Concrete Pavement Dollars Cents Unit Price Bid Value 00 42 43 HID PROPOSAL Page 9 of II CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 42 43 BID PROPOSAL • Pagc 10 or 11 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid List Item Specification Unit of Pay Item No. Section No. Bid Quantity Measurement Description Unit Price Bid Value 59 3213.0201 32 13 13 150 SY 6-inch Concrete Pavement High Early Strength Concrete (HES) 60 Dollars Cents 33 05 12 1 LS - Utility Adjustment One Thousand Dollars No Cents $1,000.00 $1,000.00 61 3216.0301 32 16 13 70 SY 9-inch Concrete Valley Gutter, Residential 62 63 Dollars Cents 32 17 23 20 EA Raised Traffic Markers, All Types Dollars Cents 32 17 23 100 LF Pavement Marking, All Types Dollars Cents 64 3137.0101 31 37 00 30 SY Concrete Riprap Dollars Cents 65 3137.0104 31 37 00 60 SY Medium Stone Riprap, Dry Dollars Cents 66 3137.0102 31 37 00 60 SY Large Stone Riprap, Dry 67 68 Dollars Cents 03 30 00 20 CY Concrete Retaining Wall 32 32 13 Dollars Cents 01 55 26 100 EA Street Use Permit 34 71 13 Seventy -Five Dollars No Cents $75.00 $7,500.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid List Item Specification Unit of Pay Item No. Section No. Bid Quantity Measurement Description Unit Price Bid Value 69 3471.0003 34 71 13 15 EA Traffic Control Plan Design and Install as Required Dollars Cents Total Bid 00 42 43 BID PROPOSAL Page 11 of 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 SECTION 00 4313 BID BOND KNOW ALL BY THESE PRESENTS: 00 4313 BID BOND Page 1 of 1 That we, (Bidder Name) hereinafter called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of and No/100 Dollars ($ .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Utility Cut Repair Contract 2013 0 NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this By: *By: *Attach Power of Attorney (Surety) for Attorney -in -Fact day of , 2013. (Signature and Title of Principal) (Signature of Attorney -of -Fact) END OF SECTION Impressed Surety Seal Only CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 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 percent lower than resident bidders by State Law. A copy of the statute is attached. BIDDER: Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. E50,r, Z�t� END OF SECTION By: (Signature) Title: 7--7,..„ Date: 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 00 45 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24. Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxnermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION. 9 C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July I, 2011 Project No. UC-01 2013 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Paving #REF! #REF! #REF! Prequalificafion Expiration Date The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: lL- " 4 L jy. �b c 9-e1 c , By: f Utz Z-� `y::2 4, (Signature) Title: END OF SECTION Date: E � 44 " CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 FORT WORTH® May 07, 2013 Ms Angela Reynolds Westhill Construction Inc PO Box 2016 Cleburne, TX 76033-2016 PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS Dear Ms. Reynolds: Thank you for your submittal of information and data toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $7,698,183.00 has been established for your organization based on the financial data submitted. Your firm is prequalified to perform the following work: -- Miscellaneous work restricted to UTILITY CUT REPAIRS PROJECTS The prequalification and bid limit established above will remain current through 4/30/2014 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City`of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or,other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Bertha A. Vasquez at (817)392-2626. Yours very truly, -1710 AndrewT. Cronberg, P.E. Assistant Director Fort Worth All•AmedcaCily V1 Sir 1964.1993 2011 MAIL TO: John Kasavich, P.E. Fort Worth Water Department Engineering & Fiscal Services Division 1000 Throckmorton St. Fort Worth, TX 76102 WATER DEPARTMENT ENGINEERING AND CAPITAL IMPROVEMENTS THE CITY OF FORT WORTH * 1000 THROCKMORTON STREET * FORT WORTH, TEXAS 76102 817-392-8240 * Fax 817-392-8195 Printed on recycled paper FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code ( ) ( ) Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. 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" 00 45 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 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 Water Department Augur Boring - 24-inch diameter casing and less _ Augur Boring - Greater than 24-inch diameter casing and greater _ Tunneling — 36-Inches — 60 —inches, and 350 LF or less _ Tunneling - 36-Inches — 60 —inches, and greater than 350 LF _ Tunneling — 66" and greater, 350 LF and greater _ Tunneling — 66" and greater, 350 LF or Less Cathodic Protection _ Water Distribution, Development, 8-inch diameter and smaller _ Water Distribution, Urban and Renewal, 8-inch diameter and smaller _ Water Distribution, Development, 12-inch diameter and smaller _ Water Distribution, Urban and Renewal, 12-inch diameter and smaller _ Water Transmission, Development, 24-inches and smaller _ Water Transmission, Urban/Renewal, 24-inches and smaller _ Water Transmission, Development, 42-inches and smaller _ Water Transmission, Urban/Renewal, 42-inches and smaller _ Water Transmission, Development, All Sizes _ Water Transmission, Urban/Renewal, All Sizes _ Sewer Bypass Pumping, 18-inches and smaller _ Sewer Bypass Pumping, 18-inches — 36-inches _ Sewer Bypass Pumping 42-inches and larger _ CCTV, 8-inches and smaller _ CCTV, 12-inches and smaller _ CCTV, 18-inches and smaller _ CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller _ Sewer CIPP, 42-inches and smaller _ Sewer CIPP, All Sizes _ Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller _ Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller _ Sewer Interceptors, Urban/Renewal, 24-inches and smaller _ Sewer Interceptors, Development, 42-inches and smaller _ Sewer Interceptors, Urban/Renewal, 42-inches and smaller _ Sewer Interceptors, Development, 48-inches and smaller _ Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller _ Sewer Cleaning , 42-inches and smaller _ Sewer Cleaning , All Sizes _ Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller _ Sewer Siphons 12-inches or less _ Sewer Siphons 24-inches or less _ Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works _ Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER) _ Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) _ Concrete Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 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 *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 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 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 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 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) Individuals authorized to sign for Partnership 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 45 13 - 7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ ITEM QUANTITY 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 Various - ITEM DESCRIPTION TOTAL BALANCE SHEET VALUE TOTAL 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 fuel 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 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. , being duly sworn, deposes and says that he/she is the of , 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 Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 004526-1 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW . Page l of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. UC-01 2013. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Company gel Address By: (Please Print) Signature. `rier.f,A7 Title: City/State/Zip THE STATE OF TEXAS § (Please Print) COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared `( c) �t-2,. , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of l tc j,.i w & I --r-, .174 e, for the purposes and consideration therein expressed and in the capacity therein stated. GIyEN UNDER MY HAND AND SEAL OF OFFICE this --IAA) -- ,2014- )ff day of Notary Public in an for the State of Texas END OF SECTION MARILYN K. NEWBY 4. Notary Public STATE OF TEXAS My Cow*. Exp. May 7; 2014 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-012013 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 004540-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is /0% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILTY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on March 4, 2014 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Westhill Construction, Inc., authorized to do business in Texas, acting by and 6 through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 UTILITY CUT REPAIR CONTRACT 2013 16 Proiect No. UC-01 2013 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 365 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Two Hundred — Ten & 00/100 Dollars ($210.00) for each day that expires after the 33 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 34 of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 52 43 - 2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Five Hundred Thousand and 00/100 Dollars 38 ($500,000.00). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non -Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda, 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 005243-3 Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification provision is specifically intended to overate 79 and be effective even if it is alleged or proven that all or some of the damages being 80 sought were caused, in whole or in part, bv anv act, omission or negligence of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs, expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specifically intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused, in whole or in part. 92 bv anv act, omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00 52 43 - 4 Agreement Page 4 of 4 114 7.6 Other Provisions. 115 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 116 classified, promulgated and set out by the City, a copy of which is attached hereto and 117 made a part hereof the same as if it were copied verbatim herein. 118 7.7 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 127 128 129 130 131 132 133 134 135 136 on r ctor: "e 1(414. By; (Signature) itIOLZP (Printed Name) Title: Cj Address: a I 76 go/6 %(/VD3 City/State/Zip: Date OFFICIAL, RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: , Fernando Costa Assistant City Manager Date Attest: (Seal) Ma j' ' . ser, City ecretary M&C C'ZWo(o * Date: 3- 4- 1014- Approved as to Form and Legality: Michelle M. Kretz Assistant City Attorney APPROVAL RECOMMENDED:, t' S. Frank Crumb, P.E. DIRECTOR, Water Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 4 5 6 7 Bond #5174040 IIE STATE OF TEXAS COUNTY OF TARRANT 006113-1 PERFORMANCE BOND rage 1 of 2 SECTION 00 61 13 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: 8 That we, Westhill Construction;.lnc.. known as 9 "Principal" herein and SureTec insurance Company , a corporate 10 surety(sureties, if more than one) 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 Texas, known as "City" herein,in the penal 13 sum of, Five Hundred Thousand Dollars and No Cents Dollars 14 ($ 500,000.00 ), 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 to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18'WHEREAS, the Principal has entered. into a. certain written contract with the City 19 awarded the * day of, ML , 20 14, which Contract is hereby referred to and 20 made apart. hereof for all purposes as if fully set forth herein, to furnish. all materials, equipment 21 labor and other accessories defined bylaw, in the prosecution of the Work, including any Change 22 Orders, as provided for in. said. Contract designated as Utility Cut Repair Contract 2013; 23 Project No. UC-01 2013 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contractand shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract tat may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full foree_and effect, 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT. WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT.REPAIR CONTRACT 20T3 Project No. LTC- U.2013 00 61 13 - 2 PERFORMANCE BOND Page2of2 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 WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrumentbyduly authorized agents and officers on this tlie _ 4th dsy of 6 March 20 14 7 8 9 10 11. 12 13 ATTEST 14 15 16. (Principal) Secretary 17 18 19 20 21. 22 Witness as to. Principal 23 24 25 26 27 28 29 30 31 32 33 34 3536 V-Sa 37 Witnes as to Surety • 3.8 39 40 PRINCIPAL: Ted Reynolds. President Name and Title Address:. P..O. Box.2016. Cleburne.; TX. 76013. SURETY SureTec. Insurance tuolii iai.,,.. EY,C:.V ±\.... Signature .Teresa Godsey,,;Attorney-in-Fact ...... Name.and Title Address: 9737 Great Hills Trail Suite 320.. Austin, TX. 78759 Telephone Number::(512)732-0099 • 41 *Note: If signed by an officer of the Surety Company, there must be on filea certified extract. 42 from the by-laws showing that this person has authority to sign such obligation. If 43. Surety's .physical address is different from itsmailing address, both must be provided. 44:. The date of the bond shall not beprior to the date the Contract is awarded. 45 CITY OF FORT. WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION.SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July 1, 2011 1'iejectNo, UC•01 2013 00 61 11. - PAYMENT BOND Page 1 of 2 1 SECTION 00 61.14 2 PAYMENT BOND Bond #5174040 3 4 THE STATE. OF TEXAS 5 KNOW ALL BY THESE PRESENTS:. 6 COUNTY OF TARRANT 7 8 That we, Construction,Inc..... known as 9. "Principal" herein, and .SUreTecjnsurance Company 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 untothe City of Fort Werth,. a 12: inuniCipal corporation. created pursuant to the -laws. of the. State: of Texas, inown: as "City" herein,. .13 in the penal sum of Five Hundred Thousand. Dollarsand:No Cents Dollars 14 ($ .500,000:00 )•i .1061 hIbiieyof the StateS, to • be: paid in Fort Worth, 15 Tarrant County, Texas, for. the paymentof which sum -well and truly be:made, webind ourselves,. 16 our heirs, execntors, adirdxiistrators, successors and.assigns, jointlyand severally„ firmly 'by these 17 presents: 18. WI1EREAS,. Principalhas entered into a.certain, written Contract with City;: awarded the 19. 4-*** day of . MAMA 20. 14 , which Contract is hereby:referred to and 20 'made. a .parthereof for all pinPoSesas.if fully set forth herein, tofurnish.all materials, equipment,. l labor..and other: accessories. as defined bylaw, in the .prosecution. of the. Work as, provided for in. 22 .said. Contract an& detigtiated.as Utility Cut Repair Contract 2013; Project:No, U0-01 2013 23 .NOW, TIIEREFORE, THE CONDITION' OF THIS OBLIGATION is such that. if 24 Principal .shall Day all monies awing, to :any '(and:all) payment bond beneficiary (as defined in 25 Chapter 2253..oftheTexas:GOVeD3131eilt1 Code, as amended) :in the prosecution of the Work:under 26 the Contract, then this obligation shall be and become, nnll an&void;:otherwise to remain:in full 27. forcelmdeffect. 28 This bend IS Made and .executecl in oot ipliaitewiththe proViSiOns. of Chapter: 2253 of Oat. 29 Pexas Government Code, as amended,. and. all liabilities on this bond shall be 'determined it 30. accordance with: the provisions of 'said. statute. CITY OF FORT WORTH UTILITY'CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 2116itised July.1, 2011 Projcet.No..UC-01 2013 0061.14-2 PAYMENT BOND Fine 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each STONED and SEALED 2 this instrument by duly authorized agents and officers on this the 4th .day of .3 March . 4. 20:14 4 ATTEST: (Principal) Secretary Winless as to Principal ATTEST: (Surety) Secretary tI Witness as to Surety PRINCIPAL: Tyd Reynolds, Pt sidgnt . . Name and Title Address: P. o. Box2016 Cleburne, TX 76033_.. .._ SURETY:`. SureTec .rnsurance.Companv. Terega Ciodsev. Name and Title Address: .9737 Great .Hills Trail. Suite.320 Austin; TX ...78759: _._..........:...........:.... Telephone Number: . (512)732-0099... .5.. 6 'Note: If signed by nit.affieer 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.rnniling 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 SEC'TiON 12 CITY OF PORT WORTH UTILITY. CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION I)L)CtilaiN TS CONTRACT 2013 Revised July 1, 2011 Project No. tJC-0I:2013 00 61 19 - MAINTENANCE BOND Page 1 of 3 SECTION 00 61 19 2 MAINTENANCEBOND Bond #5174040 3 4 TIIE.STATE.OF TEXAS 5 .§ KNOW ALL BY THESE PRESENTS: 6 COUNTY' OF.TARRANT 7 8That we. Westhill Construction, inc. .known as. 9 "Principal" hereinand 8ure'ree Insurance:6mPa*. . ., acorporatesorety 10 (sureties, if more than- one) duly authorized to dcr businessin the•State.cf Texas,:kilown as 1.1: "Surety" herein (whether one.or triore),..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, 13, in the sum of Five FlUndreilThensand Dollars and 'No Cents._ Dollars 14 ($ 509,0110.90. laWfdl money of the* United States, to bepaid in Port Worth, 15. Tarrant County, Texas, .forpaymentof which sum well and trulybe made unto the City and its 16 successors, we bind o.urserves, cutheirs,.exeoutors, administrators, successors and. assigns, jointly .17 and.seyerally, firmly by these presents. 1.8 19 WHEREAS, the'Principallias entered .a temin.written contract -with the City awarded 20 the It*" day of Mt9c),\ , 20 I 4 „which: Centract.ishereby. 21 referred to arida made part hereof for all.pitiposeSlasif fully set forth herein, to .finnish all 22 'materials, equipment labor and other accessories as definedby law,inthe prosecution of the 23. WOrk, including any Work resulting from a:duly authorized Change.Otder (collectivelylierein, 24 the."Work"). as provided for in said contract and designated as Utility Cut.RepairContract 25 2013-; ProjectNo. UC-0I 2013; and 26 27 WHEREAS, Principal' binds. itself to .use such materials andtoso construct theWork in 28. accordance with. theplans,.specifications and.Contract Documents thatthe Work is.and will 29. remain free.from defects inmatexials or workmanship for and during theperiod .oftWo (2) .years. 30after the date of Final Acceptance. of the Work by the City("Maintenance Period"); ad 31 32. WHEREAS, Principal binds itself repairorreconstruct the I.Vorkin. whole or in part 33upon receivingiaotice from the City oldie need therefor at. anytiine within theMaintenance 34 .Period. CITY OF FORT WORT1 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS . CONTRACT 200 Revised July IL 2011 PtojeolNo.IJC-01' 2013 0061 19 -2 MAINTENANCE BOND Page 2 of 3 1 2 NOW TH 14,REFORE, the condition of this obligation.. is such thatif Principal shall 3 remedy any defective Work, for Which timely notice was provided by City, to a ooinpletion 4 satisfactory.to the City; 'then. this obligation shall become null and void;:otherwise to.remain in 5 full force and effect. 6 7 PROVIDED,,HOWEVER, if Principal shall fail so to repair or recorist uct.any timely 8. noticed defective Work,:it is agreed that the City.may causeany and.all such defective Work to 9 be repaired. and/or reconstructed wit .all associated, costs thereof being: borne by the Principal and 10 the Surety under this Maintenance bond; .and 11 12 PROVIDED.FURTH ',R, that:if any legal action be filed on thisBond, venue .shall lie in, .13 Tarrant County, Texas or the United States District Court for.the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous, in nature and 17 successive:recoveriesmay be hadhereon for successive breaches. 18 19 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION 'SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July 1, 2011 Project No. 004120I3- 1 006119-3 MAINTENANCE BOND Page 3 of•3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 3 1. 20 14 a 4 5 6 7 8 9 10 1.1 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 ATTEST: .(Principal):Seoretary Witaess as to Principal ATTEST: day .of March PRThcIPAL construction.. *nature Name and Title Addresst.„. P., Q. I3ox 2016 Cleburne, TX .76033: . SURETV:. SureTec Insurance Company Teresa GodSev, Attorney -In -Fact Name and Title Address: 9737 GeV Hills Trail, Suite 320.' Austin, TX 78759 : Telephone Number: (5 L2)732-0099 - *Note; If signed by an officer of the .SuretyCompany, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different frora its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarde,d. CITY OVVORT:WORTII UTILITY arr REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July 1;2011 projeet WM41 2013 . POA y, 5174040 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Teresa Godsey its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for: Principal: Westhill Construction, Inc. Obligee: City of Fort Worth Amount: $ 500,000.00 and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20`" of April, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 21st day of March, A.D. 2013. 14XNCF SURETEC I ► . RAN OMPANY tw1 ' 9y `� Wtutr�� i State of Texas ss: y \ / County of Harris .. '1NNa,le&M. On this 21st day of March, AD, 2013 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. 11.1110.111141, �,v�ugt JACQUELYN MALDONADO Notary Public State of Texas My Comm Exp. 5/1812017 By: John I J �. ., President acquelyn Maldonado, Notary Public My commission expires May 18, 2017 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. Given under my hand and the seal of said Company at Houston, Texas this 4th day of March F BrefSt Beaty, Assistant S cretar y Any instrument Issued In excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 5:00 pm CST. , A.D. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Statutory Complaint Notice To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, Tx 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Terrorism Risks Exclusion The Bond to which this Rider is attached does not provide coverage for, and the surety shall not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 2.01 Copies of Documents 2.02 Commencement of Contract Time; Notice to Proceed 2.03 Starting the Work 2.04 Before Starting Construction 2.05 Preconstruction Conference 2.06 Public Meeting 2.07 Initial Acceptance of Schedules 7 7 7 8 8 8 8 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 Tnsurance 16 5.04 Contractor's Tnsurance 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: Decanber21, 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: Decemba21, 2012 Article 10 - 10.01 10.02 Unauthorized Changes in the Work 10.03 Execution of Change Orders 10.04 Extra Work 10.05 Notification to Surety 10.06 Contract Claims Process Article 11- 11.01 11.02 11.03 11.04 Article 12 - 12.01 12.02 12.03 Delays Article 13 - 13.01 13.02 13.03 Tests and inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 14.03 14.04 14.05 14.06 14.07 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims Article 15 - 15.01 15.02 15.03 Changes in the Work; Claims; Extra Work 38 Authorized Changes in the Work 38 39 39 39 39 40 Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 Cost of the Work 41 Allowances 43 Unit Price Work 44 Plans Quantity Measurement 45 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 Change of Contract Time 47 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 48 49 49 50 50 51 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 Contractor's Warranty of Title 54 Partial Utilization 55 Final Inspection 55 Final Acceptance 55 Final Payment 56 56 57 Suspension of Work and Termination 57 City May Suspend Work 57 City May Terminate for Cause 58 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deoanber21, 2012 007200-1 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 fauns. 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 Fowl 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. Buzzsaw — 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: Decavber21, 2012 007200-1 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: December21, 2012 007200-1 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 007200-1 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: Decemba21, 2012 007200-1 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: Decernber21, 2012 007200-1 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.E 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: December21, 2012 007200-1 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: Decemba21, 2012 007200-1 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 — CON'11(ACT 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: December21, 2012 007200-1 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: December21, 2012 007200-1 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: December 21, 2012 007200-1 General Conditions Page 11 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 of Lands 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: Decernber21, 2012 007200-1 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 b,e 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 DOC Revision: Decemba21, 2012 007200-1 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: December21, 2012 007200-1 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 A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. 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: Decanber21, 2012 007200-1 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 whoni 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 own 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: December21, 2012 007200-1 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. Depaituient 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: December21, 2012 007200-1 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: Decanber21, 2012 007200-1 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 party 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: Deoenber21, 2012 007200-1 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: Decetnber21, 2012 007200-1 General Conditions Page 22 of 63 2) it will reliably perfon,n 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 01 25 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 007200-I 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.B. 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.B. 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: December21, 2012 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) atliibutable 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. 6.06 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: December21, 2012 007200-1 General Conditions Page 25 of 63 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. Duty 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 31 st 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: Dece nbe 21, 2012 007200-1 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 1 lth 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 fmal 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 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 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: Dnber21, 2012 007200-1 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.B. 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 Depai talent 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: Deeemba21, 2012 007200-1 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/taxfoiins/93-forms.html 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: Deceuiber21, 2012 007200-1 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 Tnspection. 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: Decernba21, 2012 007200-1 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 3. 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 infoini 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: Decenbe21, 2012 007200-1 General Conditions Page 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 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: Decnba21, 2012 007200-1 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. observationsbyCity; 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.B. 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: Deeember21, 2012 007200-1 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 further 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: Doenber21, 2012 007200-1 General Conditions Page 35 of 63 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 VI, 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: Deeemba21, 2012 007200-1 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 Docum ents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals 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: December21, 2012 007200-1 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: Deeetnber21, 2012 007200-1 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: Deeember21, 2012 007200-1 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 perfoiiiled. 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: Decanber21, 2012 007200-1 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: Dcenber21, 2012 007200-1 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.B, 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.B, and shall include but not be limited to the following items: 1. 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: December21, 2012 007200-1 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, andfor 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. f. 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: Decembn 21, 2012 007200-1 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 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, 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 11.01.A and, 11.01.B, 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 Allowances A. Specified Allowance: 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 Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemb r21, 2012 007200-1 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: Deeember21, 2012 007200-1 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: December21, 2012 007200-1 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.B.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, 11.01.A.2. and 11.01.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 11.01.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 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deoember21, 2012 007200-1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.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 11.01.A.6, and 11.01.B; 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: Decanber21, 2012 007200-1 General Conditions Page 48 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 Deparlutent 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: Decemba21, 2012 007200-1 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: Decanber21, 2012 007200-1 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: Deoemba21, 2012 007200-1 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: Decenbe 21, 2012 007200-1 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: December21, 2012 007200-1 General Conditions Page 53 of 63 B. Review 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 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: Doanber21, 2012 007200-1 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: Decenber21, 2012 007200-1 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 furnished 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 DOC Revision: Decanber21, 2012 007200-1 General Conditions Page 57 of 63 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 TER11hIATION 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 atliibutable 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: December21, 2012 007200-1 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 perfoini 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 #20020-12-2011established 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: Decanber21, 2012 007200-1 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.B, 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: Decanber21, 2012 007200-1 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 nnfabricated 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: Decanba21, 2012 007200-1 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 arid 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.D 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: Decemba21, 2012 007200-1 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 if: 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: December 21, 2012 007200-1 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: Deeember21, 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions, unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-3.03B.2, "Resolving Discrepancies" 25 26 Plans govern over Specifications and Specifications shall govern over standard details. 27 28 SC-4.O1A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the fmal easements descriptions, Contractor shall compare them to the lines shown on the 32 Contract Drawings. 33 34 SC-4.01A.1., "Availability of Lands" 35 36 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 47 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 SC-4.01A.2, "Availability of Lands" 2 3 Utilities or obstructions to be removed, adjusted, and/or relocated 4 5 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 6 as of 7 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 8 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 9 and do not bind the City. 10 11 SC-4.02A., "Subsurface and Physical Conditions" 12 13 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 14 None 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 18 None 19 20 SC-4.06A., "Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 None 24 25 SC-5.03A., "Certificates of Insurance" 26 27 The entities listed below are "additional insureds as their interest may appear" including their respective 28 officers, directors, agents and employees. 29 30 (1) City 31 (2) Consultant: None 32 (3) Other: None 33 34 SC-5.04A., "Contractor's Insurance" 35 36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 37 coverages for not less than the following amounts or greater where required by laws and regulations: 38 39 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 40 41 Statutory limits 42 Employer's liability 43 $100,000 each accident/occurrence 44 $100, 000 Disease - each employee 45 $500,000 Disease - policy limit 46 47 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 SC-5.04B., "Contractor's Insurance" 2 3 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 4 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 5 minimum limits of: 6 7 $1, 000,000 each occurrence 8 $2,000,000 aggregate limit 9 10 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 11 General Aggregate Limits apply separately to each job site. 12 13 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 15 16 SC 5.04C., "Contractor's Insurance" 17 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 18 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 19 20 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 21 defined as autos owned, hired and non -owned. 22 23 $1, 000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 24 least: 25 26 $250,000 Bodily Injury per person / 27 $500, 000 Bodily Injury per accident / 28 $100, 000 Property Damage 29 30 SC-5.04D., "Contractor's Insurance" 31 32 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 33 material deliveries to cross railroad properties and tracks None 34 35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 36 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 37 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 38 Entry Agreement" with the particular railroad company or companies involved, and to this end the 39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 40 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 41 to the Contractor's use of private and/or construction access roads crossing said railroad company's 42 properties. 43 44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 45 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 47 occupy, or touch railroad property: 48 49 (1) General Aggregate: $Confirm Limits with Railroad 50 51 (2) Each Occurrence: $Confirm Limits with Railroad 52 53 Required for this Contract X Not required for this Contract 54 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 With respect to the above outlined insurance requirements, the following shall govern: 2 3 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 4 the name of the railroad company. However, if more than one grade separation or at -grade 5 crossing is affected by the Project at entirely separate locations on the line or lines of the same 6 railroad company, separate coverage may be required, each in the amount stated above. 7 8 2. Where more than one railroad company is operating on the same right-of-way or where several 9 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 10 may be required to provide separate insurance policies in the name of each railroad company. 11 12 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 13 railroad company's right-of-way at a location entirely separate from the grade separation or at- 14 grade crossing, insurance coverage for this work must be included in the policy covering the grade 15 separation. 16 17 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 18 way, all such other work may be covered in a single policy for that railroad, even though the work 19 may be at two or more separate locations. 20 21 No work or activities on a railroad company's property to be performed by the Contractor shall be 22 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 23 for each railroad company named, as required above. All such insurance must be approved by the City and 24 , each affected Railroad Company prior to the Contractor's beginning work. 25 26 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 27 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 28 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 29 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 30 railroad company operating over tracks involved in the Project. 31 32 SC-6.04., "Project Schedule" 33 34 Project schedule shall be tier 1 for the project. 35 36 SC-6.07., "Wage Rates" 37 38 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 39 Appendixes: 40 <Buzzsaw location, Resources/02-Construction Documents/Specifications/Div 00-General 41 Conditions/CFTC' Wage Rate Table 20080708.pdf> 42 43 SC-6.09., "Permits and Utilities" 44 45 SC-6.09A., "Contractor obtained permits and licenses" 46 47 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 48 None 49 50 SC-6.09B. "City obtained permits and licenses" 51 52 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 53 54 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 SC-6.09C. "Outstanding permits and licenses" 2 3 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 4 5 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 6 7 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 8 9 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 10 (hereinafter referred to as the "Contractor") agrees as follows: 11 12 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 13 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 14 "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 15 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 16 of this contract. 17 18 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 19 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 20 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 21 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 22 Regulations, including employment practices when the contract covers a program set forth in 23 Appendix B of the Regulations. 24 25 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 26 solicitations either by competitive bidding or negotiation made by the contractor for work to be 27 performed under a subcontract, including procurements of materials or leases of equipment, each 28 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 29 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 30 national origin. 31 32 4. Information and Reports: The Contractor shall provide all information and reports required by the 33 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 34 accounts, other sources of information and its facilities as may be determined by City or the Texas 35 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 36 and instructions. Where any information required of a contractor is in the exclusive possession of 37 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the 38 Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to 39 obtain the information. 40 41 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 42 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the 43 Texas Department of Transportation may determine to be appropriate, including, but not limited to: 44 45 a. withholding of payments to the Contractor under the Contract until the Contractor 46 complies, and/or 47 b. cancellation, termination or suspension of the Contract, in whole or in part. 48 49 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through 50 (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 00.73 00 - 6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with 2 respect to any subcontract or procurement as City or the Texas Department of Transportation may 3 direct as. a means of enforcing such provisions including sanctions for non-compliance: Provided, 4 however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a 5 subcontractor or supplier as a result of such direction, the contractor may request City to enter into 6 such litigation to protect the interests of City, and, in addition, the contractor may request the United 7 States to enter into such litigation to protect the interests of the United States. 8 9 Additional Title VI requirements can be found in the Appendix. 10 11 SC-7.02., "Coordination" 12 13 The individuals or entities listed below have contracts with the City for the performance of other work at 14 the Site: 15 Vendor None Scope of Work Coordination Authority 16 17 SC-8.01, "Communications to Contractor" 18 None 19 20 SC-9.01., "City's Project Representative" 21 22 The following firm is a consultant to the City responsible for construction management of this Project: 23 None 24 25 SC-13.03C., "Tests and Inspections" 26 None 27 28 SC-16.01C.1, "Methods and Procedures" 29 None 30 31 32 33 34 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 011100-1 SUMMARY OF WORK 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK Page 1 of 6 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. Bid Quantities- Bid quantities of the various items in the proposal are for 9 comparison only and may not reflect the actual quantities. There is no limit to 10 which a bid item can be increased or decreased. 11 Contractor shall not be entitled to renegotiation of unit prices regardless of the fmal 12 measured quantities. To the extent that General Conditions (00-72-00) Article 11 13 conflicts with this provision, this provision controls. No claim will be considered 14 for lost or anticipated profits based upon differences in estimated quantities versus 15 actual quantities. 16 In particular, the Contractor shall be aware that it is the City's intention that the 17 quantities in Unit I be used on an "emergency" basis only. 18 Total quantities given in the bid proposal may not reflect actual quantities; 19 however, they are given for the purpose of bidding and awarding the contract. A 20 .contract in the amount of $500,000.00 (See Options to Renew) shall be awarded 21 with fmal payment based on actual measured quantities and the unit price in this 22 proposal. Moreover, there is to be no limit on the variation between the estimated 23 quantities shown and the actual quantities performed. 24 It is understood and agreed that the scope of work contemplated in this contract is 25 that which is designated by the City but will in no case exceed $500,000.00 (see 26 Options to Renew) 27 2. Option to Renew- The City has the right to renew this contract for three (3) one 28 year terms/expenditures of $500,000.00 under the same terms, conditions and unit 29 prices. The City shall give at least sixty (60) days notice prior to the expiration of 30 one year from the date of execution of this contract or of an option period or a like 31 notice at such time as there is less than $20,000.00 left unexpended. 32 3. Non -Exclusive Contract- This contract is non-exclusive. During the term of this 33 contract or any renewal hereof, the City reserves the right to advertise and award 34 another contract for like or similar work. If a second contract is awarded, the City 35 further reserves the right to issue work orders under either contract as it deems in 36 its best interest, without recourse. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 11 00 - 2 SUMMARY OF WORK Page 2 of 6 1 4. Scope of Work- The work covered by these Specifications consists of the paving 2 repair over utility cuts which have been backfilled previously by the City Water 3 Department, as indicated by the details and possible adjacent areas damaged by 4 blowout, etc. Included in this work will be the removal of the existing material in 5 order to insure a paving section in conformity with existing pavement or the 6 appropriate detail shown in this document as directed by the engineer and all other 7 miscellaneous items of construction to be performed as outlined in the 8 specifications, which are necessary to satisfactorily complete the work. 9 There will not be a direct payment for saw cutting the existing asphalt or concrete, 10 compacting the existing sub grade or removal of the existing material. These items 11 will be considered subsidiary to the contract. The contractor will be required to 12 maintain a capping course of hot -mix cold lay asphalt in areas where traffic has 13 whipped out washed rock, until the paving repair can be accomplished. These items 14 will be considered subsidiary to the contract. 15 The inspector will pick up the repair tickets by 8:00 a.m. Monday through 16 Thursday. The repair tickets will be issued to the contractor early the next day. 17 Each repair ticket that is issued shall be completed within twenty-one (21) calendar 18 days. The twenty-one (21) calendar days for completion of the job begin the day 19 after the contractor receives the ticket. (See Time Allowed for Utility Cuts) 20 The contractor shall identify to the engineer possible locations for settlement of 21 repaired pavement due to backfill of ditch by others. As directed by the engineer, 22 the contractor shall remove and replace existing backfill with washed rock. 23 The Water Department will estimate the necessary size of the pavement repair on 24 each ticket. Upon receipt of each ticket the engineer shall determine, by 25 measurement, the required size of each repair. All repair sizes shall be approved by 26 the engineer prior to any repair work. 27 5. Contractor's Responsibility- Contractor covenants and agrees to fully perform or 28 cause to be performed, with good faith and due diligence, and in accordance with 29 standards common to the industry and herein set forth in these Contract Documents 30 which is hereby incorporated and made a part of this contract, pavement repair to 31 be ordered by the City at various times and to be performed at various places by 32 separate repair tickets. The City may designate pavement' to be repaired by 33 furnishing to the contractor a marked drawing, or street addresses contained in a 34 written order or by marking in the field by paint or other means, or by any or all 35 combinations_ of said methods of designation. The contractor agrees that no work 36 will be performed without written authorization from the individual designated in, 37 writing by the Director of the Water Department. 38 6. Contract Time- It is understood and agreed that the scope of work contemplated in 39 this contract is that which is designated by the City as the need arises. It is further 40 agreed that the term of this contract is three hundred sixty-five (365) calendar days 41 from the date of execution of contract work order and no orders will be accepted by 42 the contractor after the contract has expired. 43 At the end of the contract, the contractor will have twenty-one (21) additional 44 calendar days to complete the work already ordered and fifteen (15) additional 45 calendar days to bill said work for a total of thirty-six (36) days after contract 46 termination to complete and bill work authorized pursuant to this contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 011100-3 SUMMARY OF WORK Page 3 of 6 1 7. Required Crew Personnel & Equipment- Although there are no guarantees of 2 work, the contractor shall be required to furnish sufficient personnel and equipment 3 capable of completely finishing an average of fifty (50) utility cut tickets with an 4 aggregate average of seven hundred -fifty (750) square yards of peinuanent 5 pavement repair each week. 6 8. Time Allowed for Utility Cuts- The contractor shall assist the engineer in 7 measuring each pavement repair before any work is started. 8 A repair ticket will be issued for each utility cut after measurement and twenty-one 9 (21) calendar days beginning the day after the ticket is issued will be allowed for 10 final completion of each utility cut. (See Scope of Work) 11 A calendar day is any day of the week or month, Sundays or legal holidays as 12 defined in General Conditions (00-72-00) Article 1. 13 9. Liquidated Damages- Failure to complete work on time: The owner and the 14 contractor agree that it will be most difficult or impossible to ascertain the amount 15 of damages that will be sustained by the owner if the contractor fails to complete 16 the work in the allotted time, but they both agree that the owner would sustain 17 substantial damages in such event. Accordingly, if the contractor fails to complete 18 the contract in the calendar days specified, a time charge shall be made for each 19 working day thereafter, not as a penalty but as liquidated damages. 20. The contractor shall pay liquidated damages of twenty-five dollars ($25.00) per day 21 per ticket for each repair cut not completed within twenty-one (21) calendar days 22 and liquidated damages shall end on day that repairs are completed 23 Should the amount otherwise due the contractor be less than the amount of such 24 ascertained and liquidated damages, the contractor and his surety shall be liable to 25 the City of such delivery. 26 10. Submission of Bids- The proposal sections of this special contract document is 27 arranged to allow the owner to make payment based on size of repair. The 28 contractor is required to submit a bid on all proposals Unit I, Unit II, Unit TTT, Unit 29 IV and Unit V. Unit I will generally consist of small patch, less than or equal to 30 200 square feet. Unit II will generally consist of medium patch, greater than 200 31 square feet and less than 1,000 square feet. Unit III will generally consist of large 32 patch, greater than 1,000 square feet. Unit IV will generally consist of patches 33 where applicable base has already been installed. Unit V will generally consist of 34 items necessary for each size utility cut repair. The total low bidder, Units I, II, ITT, 35 IV and V is the apparent successful bidder. If contractor does not bid all five units 36 of the proposal, the bid will be considered as "non -responsive" and will be rejected 37 by the Water Department. 38 11. Maintenance Bond- A maintenance bond in the amount of one hundred percent 39 (100%) of the contract amount shall be furnished for a period of two (2) years from 40 the date of final acceptance of the work will be required on this project. 41 12. Payment- Because of the unique nature of this contract, General Conditions (00- 42 72-00) Article 14 shall not apply and shall be superseded by the following: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 011100-4 SUMMARY OF WORK Page 4 of 6 1 Whenever the improvements prescribed by an individual Work Order have been 2 completed, the contractor shall notify the engineer. The engineer or other 3 appropriate official of the owner will, within a reasonable time, perform the 4 inspections. If such inspection reveals that the improvements are in an acceptable 5 condition and have been completed in accordance with the terms of the Contract 6 Documents and all approved modifications thereof, the engineer will recommend 7 acceptance of the work under that particular Work Order and recommend payment 8 therefore. 9 If the engineer fmds that the work has not been completed as required, he shall so 10 advise the contractor in writing, furnishing him an itemized list of all known items 11 which have not been completed or which are not in acceptable condition. When the 12 contractor has corrected all such items, he shall again notify the engineer that the 13 improvements are ready for inspection, and the engineer shall proceed as outlined 14 above. 15 Whenever the improvements prescribed by the individual Work Order have been 16 completed and all the requirements of the Contract Documents have been fulfilled 17 on the part of the contractor, an estimate showing the value of the work will be 18 prepared by the engineer as the necessary measurements, computations and checks 19 can be made. 20 The amount of the estimate will be paid to the contractor after acceptance by the 21 Water Department Director, provided the contractor has furnished to the owner 22 satisfactory evidence of payment as follows: Prior to submission of the estimate for 23 payment, the contractor shall execute an affidavit, as furnished by the. City, 24 . certifying that all persons, firms, associations, corporations or other organizations 25 furnishing labor and/or materials under that Work Order have been paid in full, that 26 the wage scale established by the City Council in the City of Fort Worth has been 27 paid, and that there are no claims pending for personal injury and/or property 28 damages. 29 The acceptance by the contractor of the individual payment as aforesaid shall 30 operate as and shall release the owner from all claims or liabilities under the 31 Contract for anything done or furnished or relating to the work under that Work 32 Order or any act or neglect of said City relating to or connected with the Contract. 33 The making of the payment by the owner shall not relieve the contractor of any 34 guarantees or other requirements of the Contract Documents which specifically 35 continue thereafter. 36 C. Related Specification Sections include, but are not necessarily limited to: 37 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 38 Contract 39 2. Division 1 - General Requirements 40 1.2 PRICE AND PAYMENT PROCEDURES 41 A. Measurement and Payment 42 1. Workassociated with this Item is considered subsidiary to the various items bid. 43 No separate payment will be allowed for this Item. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 011100-5 SUMMARY OF WORK Page 5 of 6 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS 3 A. Work Covered by Contract Documents 4 1. Work is to include furnishing all labor, materials, and equipment, and perfouming 5 all Work necessary for this construction project as detailed in the Drawings and 6 Specifications. 7 B. Subsidiary Work 8 1. Any and all Work specifically governed by documentary requirements for the 9 project, such as conditions imposed by the Drawings or Contract Documents in 10 which no specific item for bid has been provided for in the Proposal and the item is 11 not a typical unit bid item included on the standard bid item list, then the item shall 12 be considered as a subsidiary item of Work, the cost of which shall be included in 13 the price bid in the Proposal for various bid items. 14 C. Use of Premises 15 1. Coordinate uses of premises under direction of the City. 16 2. Assume full responsibility for protection and safekeeping of materials and 17 . equipment stored on the Site. 18 3. Use and occupy only portions of the public streets and alleys, or other public places 19 or other rights -of -way as provided for in the ordinances of the City, as shown in the 20 Contract Documents, or as may be specifically authorized in writing by the City. 21 a. A reasonable amount of tools, materials, and equipment for construction 22 purposes may be stored in such space, but no more than is necessary to avoid 23 delay in the construction operations. 24 b. Excavated and waste materials shall be stored in such a way as not to interfere 25 with the use of spaces that may be designated to beleftfree and unobstructed 26 and so as not to inconvenience occupants of adjacent property. 27 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 28 manner as not to interfere with the operation of the railroad. 29 1) All Work shall be in accordance with railroad requirements set forth in 30 Division 0 as well as the railroad permit. 31 D. Work within Easements 32 1. Do not enter upon private property for any purpose without having previously 33 obtained permission from the owner of such property. 34 2. Do not store equipment or material on private property unless and until the 35 specified approval of the property owner has been secured in writing by the 36 Contractor and a copy furnished to the City. 37 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 38 obstructions which must be removed to make possible proper prosecution of the 39 Work as a part of the project construction operations. 40 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 41 plants, lawns, fences, culverts, curbing, and all other types of structures or 42 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 43 lines, or appurtenances thereof, including the construction of temporary fences and 44 to all other public or private property adjacent to the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 11 00 - 6 SUMMARY OF WORK Page 6 of 6 1 5. Notify the proper representatives of the owners or occupants of the public or 2 private lands of interest in lands which might be affected by the Work. 3 a. Such notice shall be made at least 48 hours in advance of the beginning of the 4 Work. 5 b. Notices shall be applicable to both public and private utility companies and any 6 corporation, company, individual, or other, either as owners or occupants, whose 7 land or interest in land might be affected by the Work. 8 c. Be responsible for all damage or injury to property of any character resulting 9 from any act, omission, neglect, or misconduct in the manner or method or 10 execution of the Work, or at any time due to defective work, material, or 11 equipment. 12 6. Fence 13 a. Restore all fences encountered and removed during construction of the Project 14 to the original or a better than original condition. 15 b. Erect temporary fencing in place of the fencing removed whenever the Work is 16 not in progress and when the site is vacated overnight, and/or at all times to 17 provide site security. 18 c. The cost for all fence work within easements, including removal, temporary 19 closures and replacement, shall be subsidiary to the various items bid in the 20 project proposal, unless a bid item is specifically provided in the proposal. 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFOR.MATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 1.13 PRODUCTS [NOT USED] 30 1.14 EXECUTION [NOT USED] 31 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 012500-1 SUBSTITUTION PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 25 00 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 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 012500-3 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] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 10 Proposed Substitution: 11 Reason. for Substitution: 12 Include complete information on changes to Drawings and/or Specifications which proposed 13 substitution will require for its proper installation. 14 15 Fill in Blanks Below: 16 A. Will the undersigned contractor pay for changes to the building design, including 17 engineering and detailing costs caused by the requested substitution? 18 19 20 B. What effect does substitution have on other trades? 21 22 23 C. Differences between proposed substitution and specified item? 24 25 26 D. Differences in product cost or product delivery time? 27 28 29 E. Manufacturer's guarantees of the proposed and specified items are: 30 31 Equal Better (explain on attachment) 32 The undersigned states that the function, appearance and quality are equivalent or superior to 33 the specified item. 34 Submitted By: For Use by City 35 36 Signature Recommended Recommended 37 as noted 38 39 Firm Not recommended Received late 40 Address By 41 Date 42 Date Remarks 43 Telephone 44 45 For Use by City: 46 .47 Approved Rejected 48 49 City Date CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July 1, 2011 Project No. UC-01 2013 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 0131 19 2 PRECONSTRUCTION MEETING 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 Foivas 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v.. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 31 19 - 3 PRECONSTRUCTION MEETING 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] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Page 3 of 3 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR - CONTRACT 2013 Project No. UC-01 2013 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 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 time 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 time 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013216-5 CONSTRUCTION PROGRESS SCHEDULE 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 6 7 8 Page 5 of 5 A. The person preparing and revising the construction Progress Schedule shall be - experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, 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 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 1. GENERAL 4 1.1 SUMMARY SECTION 01 32 33 PRECONSTRUCTION VIDEO 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. Given the brief nature of the Work Orders in this contract, Preconstruction 10 Videos will only be required as requested by the inspector or directed by the 11 engineer. 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. No 18 separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Preconstruction Video 22 1. Produce a preconstruction video of the site/alignment, including all areas in the 23 vicinity of and to be affected by construction. 24 a. Provide digital copy of video upon request by the City. 25 2. Retain a copy of the preconstruction video until the end of the maintenance surety 26 period. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 1 2. PRODUCTS [NOT USED] 2 3. EXECUTION [NOT USED] 3 END OF SECTION 4 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July 1, 2011 Project No. UC-01 2013 2 3 PART 1- GENERAL SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 0133 00 -2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number -would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 '/2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013300-3 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013300-4 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013300-5 SUBMITTALS Page 5 of 8 1 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 perfoiniing 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 1) "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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 33 00 - 6 SUBMI1 1 ALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013300-7 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 5 DATE NAME 12/20/2012 D. Johnson Revision Log SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013513-1 SPECIAL PROJECT PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0135 13 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 1. Coordination within Railroad permit areas Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with thisItem will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. a. 42 2. Railroad Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 35 13 -2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials famished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31, Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 / 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment bums Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 0135 13 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. . Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH • UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 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] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson 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 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 QF CQNSTIVCION 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, .CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 014523-1 TESTING AND INSPECTION SERVICES 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 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 Foiuis 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) Conf111n 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 perfoinued 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 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - 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 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised July 1, 2011 Project No. UC-01 2013 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 a. To obtain Street Use Permit, submit Traffic Control Plans to City 2 Transportation and Public Works Department. 3 1) Allow a minimum of 5 working days for permit review. 4 2) Contractor's responsibility to coordinate review of Traffic Control plans for 5 Street Use Permit, such that construction is not delayed. 6 C. Modification to Approved Traffic Control 7 1. Prior to installation traffic control: 8 a. Submit revised traffic control plans to City Department Transportation and 9 Public Works Department. 10 1) Revise Traffic Control plans in accordance with Section 34 71 13. 11 2) Allow minimum 5 working days for review of revised Traffic Control. 12 3) It is the Contractor's responsibility to coordinate review of Traffic Control 13 plans for Street Use Permit, such that construction is not delayed. 14 D. Removal of Street Sign 15 1. If it is determined that a street sign must be removed for construction, then contact 16 City Transportation and Public Works Department, Signs and Markings Division to 17 remove the sign. 18 E. Temporary Signage 19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 21 Devices (MUTCD). 22 2. Install temporary sign before the removal of permanent sign. 23 3. When construction is complete, to the extent that the permanent sign can be 24 reinstalled, contact the City Transportation and Public Works Department, Signs 25 and Markings Division, to reinstall the permanent sign. 26 F. Traffic Control Standards 27 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 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] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART 1- 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 1— General Requirements 13 3. Section 31 25 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. Stoirn 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 57 13 -2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy. to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 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 SUBMITTALS/INFORMATIONAL 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] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 Fowls 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 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 58 13 -2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of %-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 [oR] 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 015813-3 TEMPORARY PROJECT SIGNAGE 1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 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 01 33 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 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 DATE NAME 10/12/12 D. Johnson 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log SUMMARY OF CHANGE Modified Location of City's Standard Product List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 016600-2 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 dr 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 016600-3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 6600 -4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILT7ATION 3 PART 1 - 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 noinual 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017000-2 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. 1.2-A-4. Mobilizations and Demobilizations for Miscellaneous Projects 21 1.2-A-5. Emergency Mobilizations and Demobilizations for Miscellaneous 22 Projects - Although this contract is considered a miscellaneous type contract, 23 all mobilizations and demobilizations will be considered subsidiary to the work 24 to be performed. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 27 2. Division 1— General Requirements 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Mobilization and Demobilization 31 a. Measure 32 1) This Item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 2. Remobilization for suspension of Work as specifically required in the Contract 38 Documents 39 a. Measurement 40 1) Measurement for this Item shall be per each remobilization performed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under "Measurement" will be paid for at the unit 44 price per each "Specified Remobilization" in accordance with Contract 45 Documents. 46 c. The price shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 1) Demobilization as described in Section 1.1.A.2.a.1) 2 2) Remobilization as described in Section 1.1.A.2.a.2) 3 d. No payments will be made for standby, idle time, or lost profits associated this 4 Item. 5 3. Remobilization for suspension of Work as required by City 6 a. Measurement and Payment 7 1) This shall be submitted as a Contract Claim in accordance with Article 10 8 of Section 00 72 00. 9 2) No payments will be made for standby, idle time, or lost profits associated 10 with this Item. 11 4. Mobilizations and Demobilizations for Miscellaneous Projects 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 - price per each "Work Order Mobilization" in accordance with Contract 19 Documents. Demobilization shall be considered subsidiary to mobilization 20 and shall not be paid for separately. 21 c. The price shall include: 22 1) Mobilization as described in Section 1.1.A.3.a.1) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. 26 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 27 a. Measurement 28 1) Measurement for this Item shall be for each Mobilization and 29 Demobilization required by the Contract Documents 30 b. Payment 31 1) The Work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price per each "Work Order Emergency Mobilization" in accordance with 34 Contract Documents. Demobilization shall be considered subsidiary to 35 mobilization and shall not be paid for separately. 36 c. The price shall include 37 1) Mobilization as described in Section 1.1.A.4.a) 38 2) Demobilization as described in Section 1.1.A.3.a.2) 39 d. No payments will be made for standby, idle time, or lost profits associated this 40 Item. 41 1.3 REFERENCES [NOT USED] 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] 44 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 45 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] .7 PART 3 - EXECUTION [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-012013 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017123-2 . CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 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 City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction' Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required. for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 ' caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017123-3 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) Clean outs 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 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 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 . A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 SECTION 01 74 23 CLEANING 017423-1 CLEANING Page 1 of 4 3 PART 1 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 74 23 - 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 peiuranent 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform fmal cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication, of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative fords 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. Perfoilnance 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 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017823-1 OPERATION AND MAINTENANCE DATA 1 2 3 PART 1 - GENERAL SECTION 01 78 23 OPERATION AND MAINTENANCE DATA Page 1 of 5 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) 11 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 01 33 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 Y2 inches x 11 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 01 78 23 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017823-3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 noiuual 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 • 01 78 23 - 5 OPERATION AND MAINTENANCE DATA 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 8 DATE NAME 8/31/2012 D. Johnson Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 5 of 5 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017839-1 PROJECT RECORD DOCUMENTS 1 2 3 PART 1- GENERAL SECTION 0178 39 PROJECT RECORD DOCUMENTS Page 1 of 4 4 1.1 SUMMARY 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. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 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 infoiination 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 017839-3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No: UC-01 2013 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Ca11 attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 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 [NOT USED] 22 3.13 MAINTENANCE [NOT USED]. 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 024114-1 UTILITY REMOVALIABANDONMENT Page 1 of 17 1 SECTION 02 41 14 2 UTILITY REMOVAL/ABANDONMENT 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. Utility Adjustment- This item is included for the basic purpose of establishing a 27 contract price which will be comparable to the final cost of making necessary 28 adjustments required due to utility cut repairs to water, sanitary sewer, natural gas 29 service lines and appurtenances including irrigation lines (sprinkler systems), etc. 30 where such lines and appurtenances are the property owner's responsibility to 31 maintain. An arbitrary figure has been placed in the Proposal; however, this does 32 not guarantee any payment for utility adjustments, neither does it confine utility 33 adjustments to the amount shown in the Proposal. It shall be the contractor's 34 responsibility to provide the services of a licensed plumber to make the utility 35 adjustments determined necessary by the engineer. No payment will be made for 36 utility adjustments except those adjustments determined necessary by the engineer. 37 Should the contractor damage service lines due to his negligence, where such lines 38 would not have required adjustment or repair otherwise, the lines shall be repaired 39 or adjusted by the contractor at the contractor's expense. The payment to the 40 contractor for utility adjustments shall be the actual cost of the adjustments plus ten 41 percent (10%) to cover the cost of bond and overhead incurred by the contractor in 42 handling the utility adjustments. 43 C. Related Specification Sections include, but are not necessarily limited to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 4 5 6 7 8 9 10 11 1. Division 0 Contract 2. Division 1 3. Section 03 4. Section 33 5. Section 33 6. Section 33 7. Section 33 8. Section 33 9. Section 33 0241 14 -2 UTILITY REMOVAL/ABANDONMENT Page 2 of 17 — Bidding Requirements, Contract Forms and Conditions of the — General Requirements 34 13 — Controlled Low Strength Material (CLSM) 05 10 — Utility Trench Excavation, Embedment and Backfill 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 11 11 — Ductile Iron Fittings 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 11 14 — Buried Steel Pipe and Fittings 12 25 — Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Utility Lines 13 1. Abandonment of Utility Line by Grouting 14 a. Measurement 15 1) Measurement for this Item shall be per cubic yard of existing utility line to 16 be grouted. Measure by tickets showing cubic yards of grout applied. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item. 19 and measured as provided under "Measurement" shall be paid for at the 20 unit price per cubic yard of "Line Grouting" for: 21 a) Various types of utility line 22 c. The price bid shall include: 23 1) Low density cellular grout or CLSM 24 2) Water 25 3) Pavement removal 26 4) Excavation 27 5) Hauling 28 6) Disposal of excess materials 29 7) Furnishing, placement and compaction of backfill 30 8) Clean-up 31 2. Utility Line Removal, Separate Trench 32 a. Measurement 33 1) Measurement for this Item shall be per linear foot of existing utility line to 34 be removed. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" shall be paid for at the 38 unit price bid per linear foot of "Remove Line" for: 39 a) Various types of existing utility line 40 b) Various sizes 41 c. The price bid shall include: 42 1) Removal and disposal of existing utility pipe 43 2) Pavement removal 44 3) Excavation 45 4) Hauling 46 5) Disposal of excess materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 0241 14 -3 UTILITY REMOVAIJABANDONMENT Page 3 of 17 1 3. Utility Line Removal, Same Trench 2 a. Measurement 3 1) This Item is considered subsidiary the proposed utility line being installed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 are subsidiary to the installation of proposed utility pipe and shall be 7 subsidiary to the unit price bid per linear foot of pipe complete in place, and 8 no other compensation will be allowed. 9 4. Manhole Abandonment 10 a. Measurement 11 1) Measurement for this Item will be per each manhole to be abandoned. 12 b. Payment 13 1) The work performed and materials furnished in accordance with this Item 14 and measured as provided under "Measurement" shall be paid for at the 15 unit price bid per each "Abandon Manhole" for: 16 a) Various diameters 17 b) Various types 18 c. The price bid shall include: 19 1) Removal and disposal of manhole cone 20 2) Removal, salvage and delivery of frame and cover to City, if applicable 21 3) Cutting and plugging of existing sewer lines 22 4) Concrete 23 5) Acceptable material for backfilling manhole void 24 6) Pavement removal 25 7) Excavation 26 8) Hauling 27 9) Disposal of excess materials 28 10) Furnishing, placement and compaction of backfill 29 11) Surface restoration 30 12) Clean-up 31 5. Cathodic Test Station Abandonment 32 a. Measurement 33 1) Measurement for this Item will be per each cathodic test station to be 34 abandoned. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" shall be paid for at the 38 unit price bid per each "Abandon Cathodic Test Station". 39 c. The price bid shall include: 40 1) Abandon cathodic test station 41 2) CLSM 42 3) Pavement removal 43 4) Excavation 44 5) Hauling 45 6) Disposal of excess materials 46 7) Furnishing, placement and compaction of backfill 47 8) Clean-up 48 B. Water Lines and Appurtenances 49 1. Installation of a Water Line Pressure Plug CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 17 1 a. Measurement 2 1) Measurement for this Item shall be per each pressure plug to be installed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" shall be paid for at the 6 unit price bid for each "Pressure Plug" installed for: 7 a) Various sizes 8 c. The price bid shall include: 9 1) Furnishing and installing pressure plug 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess material 14 6) Gaskets 15 7) Bolts and Nuts 16 8) Furnishing, placement and compaction of embedment 17 9) Furnishing, placement and compaction of backfill 18 10) Disinfection 19 11) Testing 20 12) Clean-up 21 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 22 a. Measurement 23 1) Measurement for this Item shall be per each cut and abandonment plug 24 installed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" shall be paid for at the 28 unit price bid for each "Water Abandonment Plug" installed for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Furnishing and installing abandonment plug 32 2) Pavement removal 33 3) Excavation 34 4) Hauling 35 5) CLSM 36 6) Disposal of excess material 37 7) Furnishing, placement and compaction of backfill 38 8) Clean-up 39 3. Water Valve Removal 40 a. Measurement 41 1) Measurement for this Item will be per each water valve to be removed. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" shall be paid for at the 45 unit price bid per each "Remove Water Valve" for: 46 a) Various sizes 47 c. The price bid shall include: 48 1) Removal and disposal of valve 49 2) CLSM CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 024114-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 17 1 3) Pavement removal 2 4) Excavation 3 5) Hauling 4 6) Disposal of excess materials 5 7) Furnishing, placement and compaction of backfill 6 8) Clean-up 7 4. Water Valve Removal and Salvage 8 a. Measurement 9 1) Measurement for this Item will be per each water valve to be removed and 10 salvaged. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" shall be paid for at the 14 unit price bid per each "Salvage Water Valve" for: 15 a) Various sizes 16 c. The price bid shall include: 17 1) Removal and Salvage of valve 18 2) CLSM 19 3) Delivery to City 20 4) Pavement removal 21 5) Excavation 22 6) Hauling 23 7) Disposal of excess materials 24 8) Furnishing, placement and compaction of backfill 25 9) Clean-up 26 5. Water Valve Abandonment 27 a. Measurement 28 1) Measurement for this Item will be per each water valve to be abandoned. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" shall be paid for at the 32 unit price bid per each "Abandon Water Valve" for: 33 a) Various Sizes 34 c. The price bid shall include: 35 1) Abandonment of valve 36 2) CLSM 37 3) Pavement removal 38 4) Excavation 39 5) Hauling 40 6) Disposal of excess materials 41 7) Furnishing, placement and compaction of backfill 42 8) Clean-up 43 6. Fire Hydrant Removal and Salvage 44 a. Measurement 45 1) Measurement for this Item will be per each fire hydrant to be removed. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 and measured as provided under "Measurement" shall be paid for at the 49 unit price bid per each "Salvage Fire Hydrant". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 -6 UTILITY REMOVAL/ABANDONMENT Page 6 of 17 1 c. The price bid shall include: 2 1) Removal and salvage of fire hydrant 3 2) Delivery to City 4 3) Pavement removal 5 4) Excavation 6 5) Hauling 7 6) Disposal of excess materials 8 7) Furnishing, placement and compaction of backfill 9 8) Clean-up 10 7. Water Meter Removal and Salvage 11 a. Measurement 12 1) Measurement for this Item will be per each water meter to be removed and 13 salvaged. 14 b. Payment 15 1) The work perfouuled and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" shall be paid for at the 17 unit price bid per each "Salvage Water Meter" for: 18 a) Various sizes 19 2) If a "Water Meter Service Relocate" is performed in accordance with 20 Section 33 12 10, removal and salvage or disposal of the existing (2-inch or 21 smaller) water meter shall be subsidiary to the cost of the "Water Meter 22 Service Relocate", no other compensation will be allowed. 23 c. The price bid shall include: 24 1) Removal and salvage of water meter 25 2) Delivery to City 26 3) Pavement removal 27 4) Excavation 28 5) Hauling 29 6) Disposal of excess materials 30 7) Furnishing, placement and compaction of backfill 31 8) Clean-up 32 8. Water Sampling Station Removal and Salvage 33 a. Measurement 34 1) Measurement for this Item will be per each water sampling station to be 35 removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" shall be paid for at the 39 unit price bid per each "Salvage Water Sampling Station". 40 c. The price bid shall include: 41 1) Removal and salvage of water sampling station 42 2) Delivery to City 43 3) Pavement removal 44 4) Excavation 45 .5) Hauling 46 6) Disposal of excess materials 47 7) Furnishing, placement and compaction of backfill 48 8) Clean-up 49 9. Concrete Water Vault Removal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 - 7 UTILITY REMOVAUABANDONMENT Page 7of17 1 a. Measurement 2 1) Measurement for this Item will be per each concrete water vault to be 3 removed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" shall be paid for at the 7 unit price bid per each "Remove Concrete Water Vault". 8 c. The price bid shall include: 9 1) Removal and disposal of concrete water vault 10 2) Removal, salvage and delivery of frame and cover to City, if applicable 11 3) Removal, salvage and delivery of any valves to City, if applicable 12 4) Removal, salvage and delivery of any water meters to City, if applicable 13 5) Pavement removal 14 6) Excavation 15 7) Hauling 16 8) Disposal of excess materials 17 9) Furnishing, placement and compaction of backfill 18 10) Clean-up 19 C. Sanitary Sewer Lines and Appurtenances 20 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 21 a. Measurement 22 1) Measurement for this Item shall be per each cut and abandonment plug 23 installed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" shall be paid for at the 27 unit price bid for each "Sewer Abandonment Plug" for: 28 a) Various sizes 29 c. The price bid shall include: 30 1) Furnishing and installing abandonment plug 31 2) Pavement removal 32 3) Excavation 33 4) Hauling 34 5) CLSM 35 6) Disposal of excess material 36 7) Furnishing, placement and compaction of backfill 37 8) Clean-up 38 2. Sanitary Sewer Manhole Removal 39 a. Measurement 40 1) Measurement for this Item will be per each sanitary sewer manhole to be 41 removed. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" shall be paid for at the 45 unit price bid per each "Remove Sewer Manhole" for: 46 a) Various diameters 47 c. The price bid shall include: 48 1) Removal and disposal of manhole 49 2) Removal, salvage and delivery of frame and cover to City, if applicable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 024114-8 UTILITY REMOVAUABANDONMENT Page 8 of 17 1 3) Cutting and plugging of existing sewer lines 2 4) Pavement removal 3 5) Excavation 4 6) Hauling 5 7) Disposal of excess materials 6 8) Furnishing, placement and compaction of backfill 7 9) Clean-up 8 3. Sanitary Sewer Junction Structure Removal 9 ,a. Measurement 10 1) Measurement for this Item will be per each sanitary sewer junction 11 structure being removed. 12 b. Payment 13 1) _ The work performed and materials furnished in accordance with this Item 14 and measured as provided under "Measurement" shall be paid for at the 15 lump sum bid per each "Remove Sewer Junction Box" location. 16 c. The price bid shall include: 17 1) Removal and disposal of junction box 18 2) Removal, salvage and delivery of frame and cover to City. 19 3) Pavement removal 20 4) Excavation 21 5) Hauling 22 6) Disposal of excess materials 23 7) Furnishing, placement and compaction of backfill 24 8) Clean-up 25 D. Storm Sewer Lines and Appurtenances 26 1. Abandonment of Stoiiu Sewer Line by Cut and installation of Abandonment Plug 27 a. Measurement 28 1) Measurement for this Item shall be per each cut and abandonment plug to 29 be installed. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" shall be paid for at the 33 unit price bid for each "Storm Abandonment Plug" installed for: 34 a) Various sizes 35. c. The price bid shall include: 36 1) Furnishing and installing abandonment plug 37 2) Pavement removal 38 3) Excavation 39 4) Hauling 40 5) CLSM 41 6) Disposal of excess material 42 7) Furnishing, placement and compaction of backfill 43 8) Clean-up 44 2. Storm Sewer Manhole Removal 45 a. Measurement 46 1) Measurement for this Item will be per each storm sewer manhole to be 47 removed. 48 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 -.9 UTILITY REMOVAIJABANDONMENT Page 9 of 17 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per each "Remove Manhole Riser" for: 4 a) Various sizes 5 c. The price bid shall include: 6 1) Removal and disposal of manhole 7 2) Removal, salvage and delivery of frame and cover to City, if applicable 8 3) Pavement removal 9 4) Excavation 10 5) Hauling 11 6) Disposal of excess materials 12 7) Furnishing, placement and compaction of backfill 13 8) Clean-up 14 3. Stoiui Sewer Junction Box Removal 15 a. Measurement 16 1) Measurement for this Item will be per each storm sewer junction structure 17 to be removed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" shall be paid for at the 21 unit price bid per each "Remove Storm Junction Box" for: 22 a) Various sizes 23 c. The price bid shall include: 24 1) Removal and disposal of junction box 25 2) Removal, salvage and delivery of frame and cover to City, if applicable 26 3) Pavement removal 27 4) Excavation 28 5) Hauling 29 6) Disposal of excess materials 30 7) Furnishing, placement and compaction of backfill 31 8) Clean-up 32 4. Storm Sewer Junction Structure Removal 33 a. Measurement 34 1) Measurement for this Item will be per each storm sewer junction structure 35 being removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" shall be paid for at the 39 lump sum bid per each "Remove Storm Junction Structure" location. 40 c. The price bid shall include: 41 1) Removal and disposal of junction structure 42 2) Removal, salvage and delivery of frame and cover to City, if applicable 43 3) Pavement removal 44 4) Excavation 45 5) Hauling 46 6) Disposal of excess materials 47 7) Furnishing, placement and compaction of backfill 48 8) Clean-up 49 5. Storm Sewer Inlet Removal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 - 10 UTILITY REMOVAUABANDONMENT Page l0 of 17 1 a. Measurement 2 1) Measurement for this Item will be per each storm sewer inlet to be 3 removed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" shall be paid for at the 7 unit price bid per each "Remove Storm Inlet" for: 8 a) Various types 9 b) Various sizes 10 c. The price bid shall include: 11 1) Removal and disposal of inlet 12 . 2) Pavement removal 13 3) Excavation 14 4) Hauling 15 5) Disposal of excess materials 16 6) Furnishing, placement and compaction of backfill 17 7) Clean-up 18 6. Storm Sewer Junction Box Removal 19 a. Measurement 20 1) Measurement for this Item shall be per linear foot of existing storm sewer 21 box to be removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the 25 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 26 c. The price bid shall include: 27 1) Removal and disposal of Storm Sewer Box 28 2) Pavement removal 29. 3) Excavation 30 4) Hauling 31 5) Disposal of excess materials 32 6) Furnishing, placement and compaction of backfill 33 7) Clean-up 34 7 Headwall/SET Removal 35 a. Measurement 36 1) Measurement for this Item will be per each headwall or safety end 37 treatment (SET) to be removed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" shall be paid for at the 41 unit price bid per each "Remove Headwall/SET". 42 c. The price bid shall include: 43 1) Removal and disposal of Headwall/SET 44 2) Pavement removal 45 . 3) Excavation 46 4) Hauling 47 5) Disposal of excess materials 48 6) Furnishing, placement and compaction of backfill 49 7) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 - 11 UTILITY REMOVAL/ABANDONMENT Page 11 of 17 1 8. Trench Drain Removal 2 a. Measurement 3 1) Measurement for this Item shall be per linear foot of storm sewer trench 4 drain to be removed. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" shall be paid for at the 8 unit price bid per linear foot of "Remove Trench Drain" for: 9 a) Various sizes 10 c. The price bid shall include: 11 1) Removal and disposal of storm sewer line 12 2) Pavement removal 13 3) Excavation 14 4) Hauling 15 5) Disposal of excess materials 16 6) Furnishing, placement and compaction of backfill 17 7) Clean-up 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Contact Inspector and the Water Department Field Operation Storage Yard for 22 coordination of salvage material return. 23 1.5 SUBMITTALS [NOT USED] 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING 29 A. Storage and Handling Requirements 30 1. Protect and salvage all materials such that no damage occurs during delivery to the 31 City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 0241 14-12 UTILITY REMOVAL/ABANDONMENT Page 12 of 17 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 -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 A. General 14 1. Manhole Abandonment 15 a. All manholes that are to be taken out of service are to be removed unless 16 specifically requested and/or approved by City. 17 b. Excavate and backfill in accordance with Section 33 05 10. 18 c. Remove and salvage manhole frame and cover as coordinated with City. 19 d. Deliver salvaged material to the City. 20 e. Cut and plug sewer lines to be abandoned. 21 f. Backfill manhole void in accordance with City Standard Details. 22 B. Water Lines and Appurtenances 23 1. Water Line Pressure Plugs 24 a. Ductile Iron Water Lines 25 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 27 with Section 33 11 11. 28 3) Perform Cut and Plug in accordance with Section 33 12 25. 29 b. PVC C900 and C905 Water Lines 30 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 32 with Section 33 11 11. 33 3) Perform Cut and Plug in accordance with Section 33 12 25. 34 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 35 1) Excavate, embed, and backfill in accordance with Section 33 05 10 36 2) Plug using: 37 a) A fabricated plug restrained by welding or by a Snap Ring in 38 accordance with Section 33 11 13; or CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 024114-13 UTILITY REMOVAL/ABANDONMENT Page 13 of 17 1 b) A blind flange in accordance with Section 33 11 13 2 3) Perform Cut and Plug in accordance with Section 33 12 25. 3 d. Buried Steel Water Lines 4 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 5 2) Plug using: 6 a) A fabricated plug restrained by welding in accordance with Section 33 7 11 14; or 8 b) A blind flange in accordance with Section 33 11 14 9 3) Perform Cut and Plug in accordance with Section 33 12 25. 10 2. Water Line Abandonment Plug 11 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Plug with CLSM in accordance with Section 03 34 13. 13 3. Water Line Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater from existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 17 or CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. 19 4. Water Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Cut existing line from the utility system prior to removal. 22 c. Cut any services prior to removal. 23 d. Remove existing pipe line and properly dispose as approved by City. 24 5. Water Valve Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove and dispose of valve bonnet, wedge and stem. 27 c. Fill valve body with CLSM in accordance with Section 03 34 13. 28 6. Water Valve Removal and Salvage 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Remove valve bonnet, wedge and stem. 31 c. Deliver salvaged material to the Water Department Field Operation Storage 32 Yard. 33 d. Protect salvaged materials from damage. 34 e. Fill valve body with CLSM in accordance with Section 03 34 13. 35 7. Water Valve Abandonment 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove the top 2 feet of the valve stack and any valve extensions. 38 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 39 8. Fire Hydrant Removal and Salvage 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Remove Fire Hydrant. 42 c. Place abandonment plug on fire hydrant lead line. 43 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 44 Yard. 45 e. Protect salvaged materials from damage. 46 9. Water Meter Removal and Salvage 47 a. Remove and salvage water meter. 48 b. Return salvaged meter to Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 024114-14 UTILITY REMOVAL/ABANDONMENT Page 14 of 17 1 c. City will provide replacement meter for installation. 2 d. Meter Box and Lid 3 1) Remove and salvage cast iron meter box lid. 4 2) Remove and dispose of any non -cast iron meter box lid. 5 3) Return salvaged material to the Water Department Field Operation Storage 6 Yard. 7 4) Remove and dispose of meter box. 8 10. Water Sample Station Removal and Salvage 9 a. Remove and salvage existing water sample station. 10 b. Deliver salvaged material to the Water Department Field Operation Storage 11 Yard. 12 11. Concrete Water Vault Removal 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Remove and salvage vault lid. 15 c. Remove and salvage valves. 16 d. Remove and salvage meters. 17 e. Deliver salvaged material to the Water Department Field Operation Storage 18 Yard. 19 f. Remove and dispose of any piping or other appurtenances. 20 g. Demolish and remove entire concrete vault. 21 h. Dispose of all excess materials. 22 12. Cathodic Test Station Abandonment 23 a. Excavate and backfill in accordance with Section 33 05 10 24 b. Remove the top 2 feet of the cathodic test station stack and contents. 25 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 26 C. Sanitary Sewer Lines and Appurtenances 27 ' 1. Sanitary Sewer Line Abandonment Plug 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Remove and dispose of any sewage. 30 c. Plug with CLSM in accordance with Section 03 34 13. 31 2. Sanitary Sewer Line Abandonment by Grouting 32 a. Excavate and backfill in accordance with Section 33 05 10. 33 b. Dewater and dispose of any sewage from the existing line to be grouted. 34 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 35 or CLSM in accordance with 03 34 13. 36 d. Dispose of any excess material. 37 3. Sanitary Sewer Line Removal 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Cut existing line from the utility system prior to removal. 40 c. Cut any services prior to removal. 41 d. Remove existing pipe line and properly dispose as approved by City. 42 4. Sanitary Sewer Manholes Removal 43 a. All sanitary sewer manholes that are to be taken out of service are to be 44 removed unless specifically requested and/or approved by City. 45 b. " Excavate and backfill in accordance with Section 33 05 10. 46 c. Remove and salvage manhole frame and cover. 47 d. Deliver salvaged material to the Water Department Field Operation Storage. 48 e. Demolish and remove entire concrete manhole. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 02 41 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 17 1 f. Cut and plug sewer lines to be abandoned. 2 5. Sanitary Sewer Junction Structure Removal 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Remove and salvage manhole frame and cover. 5 c. Deliver salvaged material to the Water Department Field Operation Storage. 6 d. Demolish and remove entire concrete manhole. 7 e. Cut and plug sewer lines to be abandoned. 8 D. Stoll"' Sewer Lines and Appurtenances 9 1. Storm Sewer Abandonment Plug 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Dewater line. 12 c. Plug with CLSM in accordance with Section 03 34 13. 13 2. Storm Sewer Line Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater the existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 17 or CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. 19 3. Storm Sewer Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Remove existing pipe line and properly dispose as approved by City. 22 4. Storm Sewer Manhole Removal 23 a. All storm sewer manholes that are to betaken out of service are to be removed 24 unless specifically requested and/or approved by City. 25 b. Excavate and backfill in accordance with Section 33 05 10. 26 c. Demolish and remove entire concrete manhole. 27 d. Cut and plug storm sewer lines to be abandoned. 28 5. Storm Sewer Junction Box and/or Junction Structure Removal 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Demolish and remove entire concrete structure. 31 c. Cut and plug stoical sewer lines to be abandoned. 32 6. Storm Sewer Inlet Removal 33 a. Excavate and backfill in accordance with Section 33 05 10. 34 b. Demolish and remove entire concrete inlet. 35 c. Cut and plug storm sewer lines to be abandoned. 36 7. Storm Sewer Box Removal 37 a. Excavate and backfill in accordance with Section 33 05 10. 38 b. Cut existing line from the utility system prior to removal. 39 c. Cut any services prior to removal. 40 d. Remove existing pipe line and properly dispose as approved by City. 41 8. Headwall/SET Removal 42 a. Excavate and backfill in accordance with Section 33 05 10. 43 b. Demolish and remove entire concrete inlet. 44 c. Cut and plug storm sewer lines to be abandoned. 45 9. Storm Sewer Trench Drain Removal 46 a. Excavate and backfill in accordance with Section 33 05 10. 47 b. Remove existing pipe line and dispose as approved by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY CONTROL 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 024114-16 UTILITY REMOVAL/ABANDONMENT Page 16 of 17 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 DATE NAME 12/20/12 D. Johnson 02 41 14 - 17 UTILITY REMOVAL/ABANDONMENT Page 17 of 17 END OF SECTION Revision Log SUMMARY OF CHANGE 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 1 of 4 1 SECTION 03 34 16 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Concrete base material for trench repair 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Standard Base Repair for Unit I- Regardless of the existing pavement type, base 9 repair for Unit I shall be either min. 8" concrete base material or min. 5" reinforced 10 concrete base as directed by engineer. Any deviation from standard repair shall be 11 approved by the Water Department. 12 2. Concrete Base Repair for Unit II & Unit III- When concrete base is required for 13 repairs > 200 square feet in area, the base repair shall be either min. 8" concrete 14 base material or min 5" reinforced concrete base as directed by the engineer. Any 15 deviation from standard repair shall be approved by the Water Department. 16 3. 1.2-A-2. — Payment for 8-inch Concrete Base Material and 5-inch Reinforced 17 Concrete Base shall be paid for in Units I, II & III at the bid price per square 18 yard. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1— General Requirements 22 3. Section 03 30 00 — Cast -in -Place Concrete 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. This Item is considered subsidiary to the structure or Items being placed. 27 2. Payment 28 a. The work performed and the materials furnished in accordance with this Item 29 are subsidiary to the structure or Items being placed and no other compensation 30 will be allowed. 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 B. ASTM International (ASTM): 37 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 38 Field. 39 2. C33, Standard Specification for Concrete Aggregates. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 033416-2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 1 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 2 Specimens. 3 4. C143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 4 5. C172, Standard Practice for Sampling Freshly Mixed Concrete. 5 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 6 Pressure Method. 7 7. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 8 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 9 Pozzolan for Use in Concrete. 10 9. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 11 Cement Concrete. 12 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 13 1.5 SUBMITTALS 14 A. Provide submittals in accordance with Section 01 33 00. 15 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 16 .specials. 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 18 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 19 of low density concrete backfill work. 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 CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 PRODUCT TYPES AND MATERIALS 29 A. Mix Design 30 1. Performance requirements 31 a. Concrete Base Material for Trench Repair 32 1) 28-day compressive strength of not less than 750 psi and not more than 33 1,200 psi. 34 B. Materials 35 1. Portland cement 36 a. Type II low alkali portland cement as specified in Section 03 30 00. 37 2. Fly ash CITY OF FORT WORTH, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 1 a. Class F fly ash in accordance with ASTM C618. 2 3. Water 3 a. As specified in Section 03 30 00. 4 4. Admixture 5 a. Air entraining admixture in accordance with ASTM C260. 6 5. Fine aggregate 7 a. Concrete sand (does not need to be in accordance with ASTM C33). 8 b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no 9 plastic fines shall be present. 10 6. Coarse aggregate 11 a. Pea gravel no larger than 3/8 inch. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 A. Place concrete base material by any method which preserves the quality of the material 20 in terms of compressive strength and density. 21 1. The basic requirement for placement equipment and placement methods is the 22 maintenance of its fluid properties. 23 2. Transport and place material so that it flows easily around, beneath, or through 24 walls, pipes, conduits, or other structures. 25 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where 26 required) such that when placed, the material is self -compacting, self-densifying, 27 and has sufficient plasticity that compaction or mechanical vibration is not required. 28 3.5 REPAIR [NOT USED] 29 3.6 RE -INSTALLATION [NOT USED] 30 3.7 FIELD QUALITY CONTROL 31 A. General 32 1. Make provisions for and furnish all material for the test specimens, and provide 33 manual assistance to assist the Engineer in preparing said specimens. 34 2. Be responsible for the care of and providing curing condition for the test specimens. 35 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 36 according to ASTM C172 according to the following requirements: 37 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 38 concrete mixture up to 25 cubic yards, plus 1 set for each additional 50 cubic yards 39 or fraction thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 4 03 80 00 - 4 MODIFICATIONS TO EXISTING CONCRETE Page 4 of 7 1. A 2-component, solvent -free, asbestos -free, moisture -insensitive epoxy resin material used to bond plastic concrete to hardened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specified herein. 5 2. Properties of the cured material 6 a. Compressive Strength (ASTM D695) 7 1) 8,500 psi minimum at 28 days 8 b. Tensile Strength (ASTM D638) 9 1) 4,000 psi minimum at 14 days 10 c. Flexural Strength (ASTM D790 - Modulus of Rupture) 11 1) 6,300 psi minimum at 14 days 12 d. Shear Strength (ASTM D732) 13 1) 5,000 psi minimum at 14 days 14 e. Water Absorption (ASTM D570 - 2 hour boil) 15 1) 1 percent maximum at 14 days 16 f. Bond Strength (ASTM C882) Hardened to Plastic 17 1) 1,500 psi minimum at 14 days moist cure 18 g. Color 19 1) Gray 20 h. Available Manufacturers: 21 1) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod 22 2) BASF, Cleveland, Ohio - Concresive 1438 23 E. Epoxy Paste 24 1. A 2-component, solvent -free, asbestos free, moisture insensitive epoxy resin 25 material used to bond dissimilar materials to concrete such as setting railing posts, 26 dowels, anchor bolts, and all -threads into hardened concrete and complying with 27 the requirements of ASTM C881, Type I, Grade 3, and the additional requirements 28 specified herein. 29 2. Properties of the cured material 30 a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days 31 b. Tensile Strength (ASTM D638): 3,000 psi minimum at 14 days. Elongation at 32 Break - 0.3 percent minimum 33 c. Flexural Strength (ASTM D790 - Modulus of Rupture): 3,700 psi minimum at 34 14 days 35 d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days 36 e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 days 37 f. Bond Strength (ASTM C882): 2,000 psi at 14 days moist cure 38 g. Color: Concrete grey 39 h. Available Manufacturers 40 1) Overhead Applications 41 a) Sika Corporation, Lyndhurst, New Jersey - 42 b) BASF - Concresive 1438 43 2) All Other Applications 44 a) Sika Corporation, Lyndhurst, New Jersey - 45 b) BASF - Concresive 1401 46 F. Repair Mortars CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sikadur 32, Hi -Mod LV Sikadur Hi -mod LV 31 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 038000-5 MODIFICATIONS TO EXISTING CONCRETE Page 5 of 7 1 1. Provide an asbestos free, moisture insensitive, polymer -modified, Portland cement- 2 based cementitious trowel grade mortar for repairs on horizontal or vertical 3 surfaces. 4 a. Available Manufacturers 5 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122 6 2) BASF — Emaco Nanocrete R3 7 G. Pipe Penetration Sealants 8 1. 1 component polyurethane, extrudable swelling bentonite-free waterstop that is 9 chemically resistant, not soluble in water and capable of withstanding wet/dry 10 cycling. 11 a. Available Manufacturers 12 1) Sika Corporation, Lyndhurst New Jersey — SikaSwell S-2 13 2) Approved equal 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION 20 A. General 21 1. Cut, repair, reuse, demolish, excavate or otherwise modify parts of the existing 22 structures or appurtenances, as indicated on the Drawings, specified herein, or 23 necessary to permit completion of the Work. Finishes, joints, reinforcements, 24 sealants, etc., are specified in respective Sections. Comply with other requirements 25 of this of Section and as shown on the Drawings. 26 2. Store, mix, and apply all commercial products specified in this Section in strict 27 compliance with the manufacturer's recommendations. 28 3. Make repairs in all cases where concrete is repaired in the vicinity of an expansion 29 joint or control joint to preserve the isolation between components on either side of 30 the joint. 31 4. When drilling holes for dowels/bolts at new or existing concrete, stop drilling if 32 rebar is encountered and relocate the hole to avoid rebar as approved by the 33 Engineer. Do not cut rebar without prior approval by the Engineer. 34 B. Concrete Removal 35 1. Remove concrete designated to be removed to specific limits as shown on the 36 Drawings or directed by the Engineer, by chipping, jack -hammering, or saw -cutting 37 as appropriate in areas where concrete is to be taken out. Do not jackhammer 38 sanitary sewer manhole penetrations. Remove concrete in such a manner that 39 surrounding concrete or existing reinforcing to be left in place and existing in place 40 equipment is not damaged. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 038000-6 MODIFICATIONS TO EXISTING CONCRETE Page 6 of 7 1 2. Where existing reinforcing is exposed due to saw cutting/core drilling and no new 2 material is to be placed on the sawcut surface, apply a coating or surface treatment 3 of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 4 3. In all cases where the joint between new concrete or grout and existing concrete 5 will be exposed in the finished work, except as otherwise shown or specified, 6 provide a 1-inch deep saw cut on each exposed surface of the existing concrete at 7 the edge of concrete removal. 8 4. Repair concrete specified to be left in place that is damaged using approved means 9 to the satisfaction of the Engineer. 10 5. The Engineer may from time to time direct additional repairs to existing concrete. 11 Make these repairs as specified or by such other methods as may be appropriate. 12 C. Connection Surface Preparation 13 1. Prepare connection surfaces as specified below for concrete areas requiring 14 patching, repairs or modifications as shown on the Drawings, specified herein, or as 15 directed by the Engineer. 16 2. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting 17 materials from the surface by dry mechanical means, i.e., sandblasting, grinding, 18 etc., as approved by the Engineer. Be sure the areas are not less than 1/2-inch in 19 depth. Irregular voids or surface stones need not be removed if they are sound, free 20 of laitance, and firmly embedded into parent concrete, subject to the Engineer's 21 - final inspection. 22 3. If reinforcing steel is exposed, it must be cleaned by wire brush or other similar 23 means to remove all contaminants, rust, etc., as approved by the Engineer. If 1/2 of 24 the diameter of the reinforcing steel is exposed, chip out behind the steel. Chip a 25 minimum of 1 inch behind the steel. Do not Damage reinforcing to be saved during 26 the demolition operation. 27 4. Clean reinforcing from existing demolished concrete that is shown to be 28 incorporated in new concrete by wire brush or other similar means to remove all 29 loose material and products of corrosion before proceeding with the repair. Cut, 30 bend, or lap to new reinforcing as shown on the Drawings and provided with 1-inch 31 minimum cover all around. 32 • 5. The following are specific concrete surface preparation "methods" to be used where 33 called for on the Drawings, specified herein, or as directed by the Engineer. 34 a. Method A 35 1) After the existing concrete surface at connection has been roughened and 36 cleaned, thoroughly moisten the existing surface with water. 37 2) Brush on a 1/16-inch layer of cement and water mixed to the consistency of 38 a heavy paste. 39 3) Immediately after application of cement paste, place new concrete or grout 40 mixture as detailed on the Drawings. 41 b. Method B 42 1) After the existing concrete surface has been roughened and cleaned, apply 43 epoxy bonding agent at connection surface. 44 2) Comply strictly with the manufacturer's recommendations for the field 45 preparation and application of the epoxy bonding agent. 46 3) Place new concrete or grout mixture to limits shown on the Drawings 47 within time constraints recommended by the manufacturer to ensure bond. 48 c. Method C CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 03 80 00 - 7 MODIFICATIONS TO EXISTING CONCRETE Page 7 of 7 1 1) Drill a hole 1/4 inch larger than the diameter of the dowel. 2 2) Blow the hole clear of loose particles and dust just prior to installing epoxy. 3 First fill the drilled hole with epoxy paste, then butter the dowels/bolts with 4 paste then insert by tapping. 5 3) Unless otherwise shown on the Drawings, drill and set deformed bars to a 6 depth of 10 bar diameters and smooth bars to a depth of 15 bar diameters. 7 4) If not noted on the Drawings, the Engineer will provide details regarding 8 the size and spacing of dowels. 9 d. Method.D 10 1) Combination of Method B and C. 11 3.4 INSTALLATION [NOT USED] 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-1 LIME TREATED BASE COURSES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 Page 1 of 10 SECTION 3211 29 LIME TREATED BASE COURSES A. Section Includes: 1. Treating subgrade, subbase and base courses by the pulverization, addition of lime, mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement; base or 9 subbase courses placed and shall conform to the typical section, lines and grades 10 shown on the Drawings. 11 12 13 14 15 16 17 18 19 20 21 B. Deviations from this City of Fort Worth Standard Specification 1. Lime Stabilized Subgrade- Upon the direction of the engineer, the contractor shall provide a lime stabilized Subgrade or base in conformance with specifications "Lime Treated Base Courses" (32 11 29). Unless otherwise directed by the engineer, lime shall be applied at the minimum rate of four pounds (4#) per square yard per inch of depth. Payment shall be made by the square yard at the unit price bid for the quantity measured in place and shall include all labor, equipment, material and incidentals necessary to satisfactorily complete the project. No payment shall be made for the hydrated lime as it shall be considered subsidiary to the bid price for lime stabilization. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 24 2. Division 1 - General Requirements 25 3. Section 31 23 23 - Borrow 26 4. Section 32 11 23 - Flexible Base Courses 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 1. Hydrated Lime 29 30 31 32 33 34 35 36 37 38 39 40 a. b. c. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Hydrated Lime used to prepare slurry at the job site. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hydrated Lime. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 41 2. Commercial Lime Slurry 42 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-2 LIME TREATED BASE COURSES Page 2 of 10 1 1) Measurement for this Item shall be by the ton (dry weight) as calculated 2 from the minimum percent dry solids content of the slurry multiplied by the 3 weight of the slurry in tons delivered. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" will be paid for at the unit 7 price bid per ton of Commercial Lime Slurry. 8 c. The price bid shall include: 9 1) Furnishing the material 10 2) All freight involved 11 3) All unloading, storing, and handling 12 3. Quicklime 13 a. Measurement 14 1) Measurement for this Item shall be by the ton (dry weight) of Quicklime. 15 Measurement for Quicklime in slurry form shall be measured by the ton 16 (dry weight) of the Quicklime used to prepare the slurry. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" will be paid for at the unit 20 price bid per ton of Quicklime. 21 c. The price bid shall include: 22 1) Furnishing the material 23 2) All freight involved 24 3) All unloading, storing, and handling 25 4. Lime Treatment 26 a. Measurement 27 1) Measurement for this Item shall be by the square yard of surface area as 28 established by the widths shown on the Drawings and the lengths measured 29 at placement. 30 b. Payment 31 1) The work perfoi ned and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per square yard of Lime Treatment applied for: 34 a) Various depths 35 c. The price bid shall include: 36 .1) Preparing the roadbed 37 2) Loosening, pulverizing application of lime, water content in the slurry 38 mixture and the mixing water 39 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 40 4) Performing all manipulations required 41 1.3 REFERENCES 42 A. Definitions 43 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 44 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water 45 delivered to a project in slurry form. 46 3. Quicldime: dry material consisting of calcium oxide famished in either of two 47 grades: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-3 LIME TREATED BASE COURSES Page 3 of 10 1 a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of 2 slurry for wet placing. 3 b. Grade S — finely graded quicklime for use only in the preparation of slurry for 4 wet placing. 5 B. Reference Standards 6 1. Reference standards cited in this specification refer to the current reference standard 7 published at the time of the latest revision date logged at the end of this 8 specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 11 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 12 b. D6938, Standard Test Method for In -Place Density and Water Content of Soil 13 and Soil -Aggregate by Nuclear Methods (Shallow Depth) 14 3. Texas Department of Transportation (TXDOT): 15 a. Tex-101-E, Preparing Soil and Flexible Base Materials for Testing 16 b. Tex-140-E, Measuring Thickness of Pavement Layer 17 c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and 18 Commercial Lime Slurry 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 ACTION SUBMITTALS [NOT USED] 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY AND STORAGE 26 A. Truck Delivered Lime 27 1. Each truck ticket shall bear the weight of lime measured on certified scales. 28 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 29 delivery of lime to the site. 30 1.11 SITE CONDITIONS 31 A. Start lime application only when the air temperature is at least 35°F and rising or is at 32 least 40°F. Measure temperature in the shade and away from artificial heat. 33 B. Suspend application when the City determines that weather conditions are unsuitable. 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS 36 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS 38 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 r 321129-4 LIME TREATED BASE COURSES Page 4 of 10 1 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 2 the Drawings and specifications. 3 2. Notify the City of the proposed material sources and of changes to material sources. 4 3. Obtain verification from the City that the specification requirements are met before 5 using the sources. 6 4. The City may sample and test project materials at any time before compaction. 7 B. Lime 8. 1. Hydrated Lime 9 a. pumpable suspension of solids in water 10 b. solids portion of the mixture when considered as a basis of "solids content," 11 shall consist of principally hydrated lime of a quality and fineness sufficient to 12 meet the chemical and physical requirements. 13 2. Dry Lime: Do not use unless approved by City. 14 3. Quicklime 15 a. Use quicklime only when specified by the City. 16 b. dry material consisting of essentially calcium oxide. 17 c. Furnished in either of two grades: 18 1) Grade DS 19 2) Grade S 20 4. Furnish lime that meets the following requirements 21 a. Chemical Requirements 22 23 Total "active" lime content, percent by weight Unhydrated lime content, percent by weight CaO "Free Water" content, percent by weight water Table 2 Lime Chemical Requirements Hydrated Commercial Lime Lime Slurry 90.0 Min 87.0 Min 5.0 Max 5.0 Max 24 b. Physical Requirements 25 26 Quicklime 87.0 Min Table 3 Lime Physical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve Retained on No. 30 sieve Dry Sieve Requirement, As percentage by Weight Residue: ' Retained on a 1-in sieve 0.2 Max ( 0.2 Max 4.0 Max 1 4.0 Max CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 8.0 Max` 0.0 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-5 LIME TREATED BASE COURSES 1 2 3 4 Retained on a 3/4 —in sieve 10.0 Max Retained on a No. 100 Grade Ds — 80 Min sieve Grade S — no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' 1 The amount total "active" lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime. c. Slurry Grades Table 4 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry Grade 1 31 Grade 2 35 Grade 3 46 Page 5 of 10 5 6 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 7 11 23, for the type and grade shown on the Drawings, before the addition of lime. 8 D. Water: Furnish water free of industrial wastes and other objectionable material. 9 E. Borrow: See Section 31 23 23. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 A. Shape the subgrade or existing base to conform to the typical sections shown on the 17 Drawings or as directed. 18 3.4 INSTALLATION 19 A. General 20 1. Produce a completed course of treated material containing: 21 a. uniform lime mixture, free from loose or segregated areas. 22 b. uniform density and moisture content. 23 c. well bound for full depth. 24 d. with smooth surface and suitable for placing subsequent courses. 25 2. Maximum layer depth of lime treatment in single layer: 8 inches. 26 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact 27 and finish in equal layers not exceeding 5 inches deep. 28 B. Equipment 29 1. General: Provide machinery, tools, and equipment necessary for proper execution 30 of the work. 31 2. Rollers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-6 LIME TREATED BASE COURSES Page 6 of 10 1 a. The Contractor may use any type of roller to meet the production rates and 2 quality requirements of the Contract unless otherwise shown on the Drawings 3 or directed. 4 b. When specific types of equipment are required, use equipment that meets the 5 specified requirements. 6 c. Alternate Equipment 7 1) Instead of the specified equipment, the Contractor may, as approved, 8 operate other compaction equipment that produces equivalent results. 9 2) Discontinue the use of the alternate equipment and furnish the specified 10 equipment if the desired results are not achieved. 11 d. City may require Contractor to substitute equipment if production rate and 12 quality requirements of the Contract are not met. 13 3. Storage Facility 14 a. Store quicklime and dry hydrated lime in closed, weatherproof containers. 15 4. Slurry Equipment 16 a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or 17 quicklime on the project or other approved location. 18 b. The City may approve other slurrying methods. 19 c. Provide a pump for agitating the slurry when the distributor truck is not 20 equipped with an agitator. 21 5. Pulverization Equipment 22 a. Provide pulverization equipment that: 23 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 24 plane to a uniform surface over the entire width of the cut 25 2) Provides a visible indication of the depth of cut at all times, and uniformly 26 mixes the materials 27 C. Pulverization 28 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 29 1/2 inch sieve. 30 2. If the material cannot be uniformly processed to the required depth in a single pass, 31 excavate and windrow the material to expose a secondary grade to achieve 32 processing to depth as shown in the Drawings. 33 D. Application of Lime 34 1. Uniformly apply lime as shown on the Drawings or as directed. 35 2. Add lime at the percentage specified in Drawings. 36 3. Apply lime only on an area where mixing can be completed during the same 37 working day. 38 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 39 conditions, in the opinion of the City, cause blowing lime to become dangerous to 40 traffic or objectionable to adjacent property owners. 41 5. Slurry Placement 42 a. Hydrated Lime 43 1) Mix Lime with water and apply slurry 44 2) Apply Type B, commercial lime slurry, with a lime percentage not less 45 applicable for grade used 46 3) Distribute lime at the rate shown on the Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-7 LIME TREATED BASE COURSES Page 7of10 1 4) Make successive passes over a measured surface of roadway until the 2 proper moisture and lime content have been achieved. 3 b. Quicklime 4 1) Spread the residue for the Quicklime slurrying procedure uniformly over 5 the length of the roadway. 6 2) Residue is primarily inert material with little stabilizing value; however, 7 may contain a small amount of Quicklime particles that slake slowly. A 8 concentration of these particles could cause the compacted stabilized 9 material to swell during slaking. 10 E. Mixing 11 1. Begin mixing within 6 hours of application of lime. 12 2. Hydrated lime exposed to the open air for 6 hours or more between application and 13 mixing, or that experiences excessive loss due to washing or blowing, will not be 14 accepted for payment. 15 3. Thoroughly mix the material and lime using approved equipment. 16 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free 17 from all clods and lumps. 18 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 19 6. Materials containing plastic clay or other materials that are not readily mixed with 20 lime shall be mixed as thoroughly as possible at the time of lime application, 21 brought to the proper moisture content and sealed with a pneumatic roller. 22 7. Allow the mixture to cure for 72 hours or as directed by City. 23 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 24 9. Sprinkle the treated materials during the mixing and curing operation to achieve 25 adequate hydration and proper moisture content. 26 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 27 11. After mixing, City will sample the mixture at roadway moisture and test in 28 accordance with Tex-101-E, Part t t t, to determine compliance with the gradation 29 requirements in Table 5. 30 Table 5 31 Gradation Requirements (Minimum % Passing) 1 Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No.4 60 32 33 F. Compaction 34 1. General 35 a. Begin compaction immediately after final mixing. 36 b. Aerate and sprinkle as necessary to provide optimum moisture content. 37 c. Multiple lifts are permitted when shown on the Drawings or approved. 38 d. Bring each layer to the moisture content directed. 39 2. Rolling 40 a. Begin rolling longitudinally at the sides and proceed toward the center, 41 overlapping on successive trips by at least one-half the width of the roller unit. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-8 LIME TREATED BASE COURSES Page 8 of 10 1 b. On superelevated curves, begin rolling at the low side and progress toward the 2 high side. 3 c. Offset alternate trips of the roller. 4 d. Operate rollers at a speed between 2 and 6 MPH or as directed. 5 e. Rework, recompact, and refinish material that fails to meet or that loses 6 required moisture, density, stability, or finish before the next course is placed or 7 the project is accepted. 8 1) Continue work until specification requirements are met. 9 2) Rework in accordance with Maintenance item of this Section. 10 f. Proof roll the lime treated base course in accordance with the following: 11 1) Proof Rolling 12 a) City Project Representative must be on -site during proof rolling 13 operations. 14 b) Use equipment that will apply sufficient load to identify soft spots that 15 rut or pump. 16 (1) Acceptable equipment includes fully loaded single -axle water truck 17 with a 1500 gallon capacity. 18 c) Make at least 2 passes with the proof roller (down and back = 1 pass). 19 d) Offset each trip by at most 1 tire width. 20 e) If an unstable or non -uniform area is found, correct the area. 21 2) Correct 22 a) Soft spots that rut or pump greater than 3/4 inch. 23 b) Areas that are unstable or non -uniform. 24 3. Density Control 25 a. Compact until the entire depth of the mixture has achieved a uniform density of 26 not less than 95 percent of the maximum density as determined by ASTM 27 D698. 28 b. Moisture content: minus 2 to plus 4 optimum. 29 G. Maintenance 30 1. Maintain the completed soil lime base in good condition, satisfactory to the City as 31 to grade, crown and cross section until the overlaying or next course is constructed. 32 2. Keep surface of the compacted course moist until covered by other base or 33 pavement. 34 3. Reworking a Section 35 a. When a section is reworked within 72 hours after completion of compaction, 36 rework the section to provide the required density. 37 b. When a section is reworked more than 72 hours after completion of 38 compaction, add additional lime at 25 percent of the percentage specified. 39 c. Reworking includes loosening, adding material or removing unacceptable 40 material if necessary, mixing as directed, compacting, and finishing. 41 H. Finishing 42 1. After completing compaction of the final course, clip, skin, or tight -blade the 43 surface of the lime -treated material with a maintainer or subgrade trimmer to a 44 depth of approximately 1/4 inch. 45 2. Remove loosened material and dispose of at an approved location. 46 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth 47 surface is attained. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-9 LIME TREATED BASE COURSES Page 9 of 10 1 4. Add small amounts of water as needed during rolling. 2 5. Shape and maintain the course and surface in conformity with the typical sections, 3 lines, and grades shown on the Drawings or as directed. 4 I. Curing 5 1. Cure for the minimum number of days shown in Table 6 and by finished pavement 6 type: 7 a. Concrete pavement 8 1) Sprinkle with water 9 2) Maintain moisture during curing 10 3) Do not allow equipment on the finished course during curing except as 11 required for sprinkling. 12 b. Asphalt Pavement 13 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 14 2) Do not allow equipment on the finished course during curing. 15 Table 6 16 Minimum Curing Requirements Before Placing Subsequent Coursesi_ Untreated Material Curing (Days) PIS 35 2 PI > 35 5 1. Subject to the approval of the City. Proof rolling may be required as an indicator of adequate curing. 17 2. Begin paving operations or add courses within 14 calendar days of final 18 compaction. 19 3.5 REPAIRIRESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 QUALITY CONTROL 22 A. Density Test 23 1. City Project Representative must be on site during density testing 24 2. City to measure density of lime treated base course in accordance with ASTM 25 D6938. 26 3. Spacing directed by City (1 per block minimum) 27 4. City Project Representative determines density testing locations. 28 B. Depth Test 29 1. In -place depth will be evaluated for each 500-foot roadway section 30 2. Determine in accordance with Tex-140-E in hand excavated holes. 31 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 32 4. City Project Representative determines depth testing locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321129-10 LIME TREATED BASE COURSES 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 10 of 10 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321133-1 CEMENT TREATED BASE COURSES Page 1 of 7 1 SECTION 32 11 33 2 CEMENT TREATED BASE COURSES 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of 7 cement, mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement, base or 9 subbase courses placed and shall conform to the typical section, lines and grades 10 shown on the Drawings. 11 B. Deviations from City of Fort Worth Standards 12 1. Cement Stabilized Subgrade- At the direction of the engineer, the contractor shall 13 subsidize the subgrade or base material with Portland Cement in conformance with 14 specification "Cement Treated Base Courses" (32 11 33). Unless directed otherwise 15 by the engineer, Cement shall be applied at a minimum rate of five pounds (5#) per 16 square yard per inch of depth. 17 C. Related Specification Sections include but are not necessarily limited to 18 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 19 2. Division 1 - General Requirements 20 3. Section 32 11 23 - Flexible Base Courses 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Cement 24 a. Measurement 25 1) Measurement for this Item shall be by the ton (dry weight). 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 bid per ton (dry weight) of Cement. 30 c. The price bid shall include: 31 1) Furnishing Cement material 32 2) All freight involved 33 3) All unloading, storing and handling 34 2. Cement Treatment 35 a. Measurement 36 1) Measurement for this Item shall be by the square yard of surface area. 37 2) The dimensions for determining the surface area are established by the 38 widths shown on the Drawings and the lengths measured at placement. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price bid per square yard of Cement Treatment placed for: 43 a) Various depths CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 11 33 - 2 CEMENT TREATED BASE COURSES Page 2 of 7 1 c. The price bid shall include: 2 1) Pulverizing or providing the soil material 3 2) Handling, hauling and spreading dry or slurry cement 4 3) Mixing the cement with the soil either in -place or in a mixing plant 5 4) Furnishing, hauling and mixing water with the soil -cement mixture 6 5) Spreading and shaping the mixture; compacting the mixture, including all 7 rolling required for compaction 8 6) Surface finishing 9 7) Water and sprinkling 10 8) Curing 11 1.3 REFERENCES 12 A. Reference Standards 13. 1. Reference standards cited in this specification refer to the current reference standard 14 published at the time of the latest revision date logged at the end of this 15 specification, unless a date is specifically cited. 16 2. ASTM International (ASTM): 17 a. C150, Standard Specification for Portland Cement 18 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of 19 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)), 20 3. Texas Department of Transportation (TxDOT) 21 a. Tex-101-E, Preparing soil and flexible base materials for testing 22 b. Tex-140-E, Measuring thickness of paving layers 23 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 24 1.5 ACTION SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING 30 A. Truck Delivered Cement 31 1. Each truck ticket shall bear the weight of cement measured on certified scales. 32 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 33 delivery of cement to the site. 34 1.11 FIELD [SITE] CONDITIONS 35 A. Start cement application only when the air temperature is at least 35 degrees F and 36 rising or is at least 40 degrees F. 37 B. Measure temperature in the shade away from artificial heat. 38 C. Suspend application when the City determines that weather conditions are unsuitable. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321133-3 CEMENT TREATED BASE COURSES Page 3 of 7 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. General 6 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 7 the Drawings and specifications. 8 2. Notify the City of the proposed material sources and of changes to material sources. 9 3. Obtain verification from the City that the specification requirements are met before 10 using the sources. 11 4. The City may sample and test project materials at any time before compaction. 12 B. Cement: ASTM C150 Type I, II or IP. 13 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 14 11 23 for the type and grade shown on the Drawings, before the addition of cement. 15 D. Water: Furnish water free of industrial wastes and other objectionable material. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION 22 A. Shape existing material in accordance with applicable bid items to conform to typical 23 sections shown on the Drawings and as directed. 24 3.4 INSTALLATION 25 A. General 26 1. Produce a completed course of treated material containing: 27 a. Uniform Portland cement mixture, free from loose or segregated areas 28 b. Uniform density and moisture content 29 c. Well bound for full depth 30 d. With smooth surface and suitable for placing subsequent courses 31 2. Maximum layer depth of cement treatment in single layer: 8 inches. 32 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix, 33 compact and finish in equal layers not exceeding 5 inches deep. 34 B. Equipment 35 1. Provide machinery, tools, and equipment necessary for proper execution of the 36 work. 37 2. Rollers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321133-4 CEMENT TREATED BASE COURSES Page 4 of 7 1. a. The Contractor may use any type of roller to meet the production rates and 2 quality requirements of the Contract unless otherwise shown on the Drawings 3 or directed. 4 b. When specific types of equipment are required, use equipment that meets the 5 specified requirements. 6 c. Alternate Equipment 7 1) Instead of the specified equipment, the Contractor may, as approved, 8 operate other compaction equipment that produces equivalent results. 9 2) Discontinue the use of the alternate equipment and furnish the specified 10 equipment if the desired results are not achieved. 11 d. City may require Contractor to substitute equipment if production rate and 12 quality requirements of the Contract are not met. 13 3. Slurry Equipment 14 a. Use slurry tanks equipped with agitation devices for cement application. 15 b. The City may approve other slurrying methods. 16 c. Provide a pump for agitating the slurry when the distributor truck is not 17 equipped with an agitator. 18 4. Pulverization Equipment 19 a. Provide pulverization equipment that: 20 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 21 plane to a uniform surface over the entire width of the cut 22 2) Provides a visible indication of the depth of cut at all times 23 3) Uniformly mixes the materials 24 C. Pulverization 25 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 26 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No. 4 sieve 27 exclusive of gravel or stone retained in sieves. 28 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2 29 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or 30 stone retained in sieves. 31 D. Cement Application 32 1. Spread by an approved dry or slurry method unifoinily on the soil at the rate 33 specified on the Drawings 34 2. If a bulk cement spreader is used, position by string lines or other approved method 35 during spreading to insure a uniform distribution of cement. 36 3. Apply to an area that all the operations can be continuous and completed in daylight 37 within 6-hours of initial application. 38 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of 39 soil and cement during dry -mixing operations 40 5. Do not exceed the specified optimum moisture content for the soil and cement 41 mixture. 42 6. No equipment, except that used in the spreading and mixing, allowed to pass over 43 the freshly spread cement until it is mixed with the soil. 44 E. Mixing 45 1. Thoroughly mix the material and cement using approved equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 11 33 - 5 CEMENT TREATED BASE COURSES Page 5 of 7 1 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free 2 from all clods and lumps. 3 3. Keep mixture within moisture tolerances throughout the operation. 4 4. Spread and shape the completed mixture in a uniform layer. 5 5. After mixing, the City shall sample the mixture at roadway moisture and test in 6 accordance with Tex 101 E, Part III, to determine compliance with the gradation 7 requirements in Table 1. 8 9 Table 1 Gradation Requirements Minimum % Passing Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No.4 60 10 F. Compaction 11 1. Prior to the beginning of compaction, the mixture shall be in a loose condition for 12 its full depth. 13 2. Compact material to at least 95-percent of the maximum density as determined by 14 ASTM D698. 15 3. At the start of compaction, the percentage of moisture in the mixture and in un- 16 pulverized soil lumps shall be less than the quantity which shall cause the soil- 17 cement mixture to become unstable during compaction and finishing. 18 4. When the uncompacted soil -cement mixture is wetted by rain so that the average 19 moisture content exceeds the tolerance given at the time of fmal compaction, the 20 entire section shall be reconstructed in accordance with this specification at the sole 21 expense of the Contractor. 22 5. The specified optimum moisture content and density shall be deteui,ined in the 23 field on the representative samples of soil -cement mixture obtained from the area 24 being processed. 25 6. Final moisture content shall be within minus-2 to plus-4-of-optimum. 26 7. Begin compaction after mixing and after gradation and moisture requirements have 27 been met. 28 8. Begin compaction at the bottom and continue until the entire depth of the mixture is 29 uniformly compacted. 30 9. Unifoimly compact the mixture to the specified density within 2-hours. 31 10. After the soil and cement mixture is compacted uniformly apply water as needed 32 and thoroughly mix in. 33 11. Reshape the surface to the required lines, grades and cross section and then lightly 34 scarify to loosen any imprint left by the compacting or shaping equipment. 35 G. Maintenance 36 1. Maintain the soil -cement treatment in good condition from the time it first starts 37 work until all work shall is completed. 38 2. Maintenance includes immediate repairs of any defect that may occur after the 39 cement is applied. 40 3. Maintenance work shall be done by the Contractor at the Contractor's expense and 41 repeated as often as necessary to keep the area continuously intact. 42 4. Repairs are to be made in such a manner as to insure restoration of a uniform 43 surface for the full depth of treatment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 11 33 - 6 CEMENT TREATED BASE COURSES Page 6 of 7 1 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at 2 least 2 inches, filling the area with treated material and compacting. 3 6. Remedy any low area of subbase or base shall by replacing the material for the full 4 depth of subbase or base treatment rather than adding a thin layer of stabilized 5 material to the completed work. 6 H. Finishing 7 1. After completing compaction of the fmal course, clip, skin, or tight -blade the 8 surface of the cement -treated material with a maintainer or subgrade trimmer to a 9 depth of approximately 1/4 inch. 10 2. Remove loosened material and dispose of at an approved location. 11 3. Roll the clipped surface immediately with a pneumatic tire roller adding small 12 increments of moisture as needed and until a smooth surface is attained. 13 4. Add small amounts of water as needed during rolling. Shape and maintain the 14 course and surface in conformity with the typical sections, lines, and grades shown 15 on the Drawings or as directed. 16 5. Surface compaction and finishing shall proceed in such a manner as to produce, in 17 not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose 18 material, conforming to the drawn grade and line shown on the Drawings. 19 6. After the final layer or course of the cement modified soil has been compacted, it 20 shall be brought to the required lines and grades in accordance with the typical 21 sections. 22 7. The completed section shall then be finished by rolling with a pneumatic tire or 23 other suitable roller sufficiently to create micro cracking. 24 I. Curing 25 1. General 26 a. Cure for at least 48 hours. 27 b. Maintain the moisture content during curing at no lower than 2 percentage 28 points below optimum. 29 2. Curing method depends on fmished pavement type: 30 a. Concrete pavement: 31 1) Sprinkle with water 32 2) Maintain moisture during curing 33 3) Do not allow equipment on the fmished course during curing except as 34 required for sprinkling, unless otherwise approved. 35 b. Asphalt Pavement: 36 1) Apply anasphaltmaterial at a rate of 0.05 to 0.20 gallon per square yard. 37 2) Do not allow equipment on the finished course during curing 38 3. Continue curing until paving operations begin. 39 3.5 REPAIR / RESTORATION [NOT USED] 40 3.6 RE -INSTALLATION [NOT USED] 41 3.7 FIELD QUALITY CONTROL 42 A. Density Test 43 1. City Project Representative must be on site during density testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321133-7 CEMENT TREATED BASE COURSES Page 7 of 7 1 2. City to measure density of cement treated base course in accordance with ASTM 2 D6938. 3 3. Spacing directed by City (1 per block minimum). 4 4. City Project Representative determines density testing locations. 5 B. Depth Test 6 1. Take minimum of one core per 500 linear feet per each direction of travel 7 staggering test location in each lane to determine in -place depth. 8 2. City Project Representative determines depth testing locations. 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 32 12 16 ASPHALT PAVING 321216-1 ASPHALT PAVING Page 1 of 26 5 A. Section Includes: 6 1. Constructing a pavement layer composed of a compacted, dense -graded mixture of 7 aggregate and asphalt binder for surface or base courses 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. H.M.A.C. more than 9-inches Deep- When H.M.A.C. greater than 9-inches in 10 depth is encountered, it shall be replaced with a combination of H.M.A.C. and 2:27 11 concrete base, as determined by the engineer, to achieve the required thickness of 12 pavement. 13 2. Asphalt Driveway Repair- At locations where H.M.A.C. driveways are 14 encountered, such driveways shall be completely replaced for the full extent of the 15 utility cut with H.M.A.C. equal to or better than the existing driveway. 16 3. 2-inch to 9-inch H.M.A.C. Pavement- These items will include the furnishing and 17 placing of H.M.A.C. surface course as directed by the engineer. 18 Subsidiary to the H.M.A.C. pavement shall be sawing, removal of asphaltic 19 material, gravel and excavation ass shown on the details or as directed by the 20 engineer. 21 The removed surfacing shall be loaded into trucks upon removal and hauled away 22 from the job site as directed by the engineer. In no case shall the removed surface 23 be stockpiled on the job site. 24 The following work method will be performed on each utility cut: 25 a. Place safety signs, barricades and/or other warning devices where necessary 26 and as required. 27 b. The existing asphalt pavement shall be saw cut into a square or rectangular 28 shape and cut side faces vertically. The sawed asphalt pavement shall be a 29 minimum of one foot (1') outside the utility cut area. 30 c. Apply liquid asphalt tack to vertical faces and bottom of excavated area in a 31 uniform manner. Do not puddle tack coat on bottom of utility cut area. Do 32 not apply tack coat to washed rock. 33 d. Place H.M.A.C. surface mix in lifts not to exceed three inches (3"). Last or 34 top lift shall not be less than two inches (2") in thickness. 35 e. Each lift shall be thoroughly compacted with a plate compactor or portable 36 vibratory roller. Fifteen to twenty passes will be necessary with a vibratory 37 roller and mix temperature above 250° F (121° C) to ensure a good 38 compaction. Top lift when compacted shall be approximately 1/8 inch 39 above surrounding pavement. 40 f. Apply liquid asphalt around edges of patch along cold joints. 41 g. Clean up surrounding area. Do not leave excess fill or excavated material 42 on the pavement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-2 ASPHALT PAVING Page 2 of 26 1 h. Remove safety signs, barricade and/or warning devices after job is 2 complete. 3 Payment shall be made at the unit price per Square Yard as shown on the proposal 4 and shall be full compensation for furnishing all labor, materials, equipment, tools 5 and incidentals necessary to complete the work. 6 4. Asphalt Only Repairs -Unit IV- At locations where the Water Department's crews 7 have already saw cut the paving repair edges and installed the applicable base repair 8 (2:27 concrete, reinforced concrete, etc.) the contractor will only be required to 9 install the appropriate thickness of the H.M.A.C. All applicable provisions 10 governing the placing of H.M.A.C. as stated in Deviation 3 of this specification "2- 11 inch to 9-inch H.M.A.C. Pavement" shall be followed. 12 Payment shall be made at the unit price per Square Yard as shown on the proposal 13 and shall be full compensation for furnishing all labor, materials, equipment, tools 14 and incidentals necessary to complete the work. 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 3. Section 32 01 17 - Permanent Asphalt Paving Repair 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Asphalt Pavement 22 a. Measurement 23 1) Measurement for this Item shall be by the square yard of completed and 24 accepted asphalt pavement in its final position for various: 25 a) Thicknesses 26 b) Types 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" will be paid for at the unit 30 price bid per 31 c. The price bid shall include: 32 1) Shaping and fine grading the placement area 33 2) Furnishing, loading, unloading, storing, hauling and handling all materials 34 including freight and royalty 35 3) Traffic control for all testing 36 4) Asphalt, aggregate, and additive 37 5) Materials and work needed for corrective action 38 6) Trial batches 39 7) Tack coat 40 8) Removal and/or sweeping excess material 41 2. H.M.A.C. Transition 42 a. Measurement 43 1) Measurement for this Item shall be by the ton of composite Hot Mix 44 Asphalt required for H.M.A.C. Transition. 45 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-3 ASPHALT PAVING Page 3 of 26 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per ton of Hot Mix Asphalt. 4 c. The price bid shall include: 5 1) Shaping and fine grading the roadbed 6 2) Furnishing, loading, unloading, storing, hauling and handling all materials 7 including freight and royalty 8 3) Traffic control for all testing 9 4) Asphalt, aggregate, and additive 10 5) Materials and work needed for corrective action 11 6) Trial batches 12 7) Tack coat 13 8) Removal and/or sweeping excess material 14 3. Asphalt Base Course 15 a. Measurement 16 1) Measurement for this Item shall be by the square yard of Asphalt Base 17 Course completed and accepted in its fmal position for: 18 a) Various thicknesses 19 b) Various types 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price bid per square yard of Asphalt Base Course. 24 c. The price bid shall include: 25 1) Shaping and fine grading the roadbed 26 2) Furnishing, loading, unloading, storing, hauling and handling all materials 27 including freight and royalty 28 3) Traffic control for all testing 29 4) Asphalt, aggregate, and additive 30 5) Materials and work needed for corrective action 31 6) Trial batches 32 7) Tack coat 33 8) Removal and/or sweeping excess material 34 4. H.M.A.C. Pavement Level Up 35 a. Measurement 36 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and 37 accepted in its fmal position. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" will be paid for at the unit 41 price bid per ton of H.M.A.C. 42 c. The price bid shall include: 43 1) Shaping and fine grading the roadbed 44 2) Furnishing, loading, unloading, storing, hauling and handling all materials 45 including freight and royalty 46 3) Traffic control for all testing 47 4) Asphalt, aggregate, and additive 48 5) Materials and work needed for corrective action 49 6) Trial batches CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 2 7) Tack coat 8) Removal and/or sweeping excess material 321216-4 ASPHALT PAVING Page 4 of 26 3 5. H.M.A.C. Speed Cushion 4 a. Measurement 5 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion 6 installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per each H.M.A.C. Speed Cushion installed and accepted in its 11 final position. 12 c. The price bid shall include: 13 1) Shaping and fine grading the roadbed 14 2) Furnishing, loading, unloading, storing, hauling and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing 17 4) Asphalt, aggregate, and additive 18 5) Materials and work needed for corrective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. RAP (reclaimed asphalt pavement) 25 2. SAC (surface aggregate classification) 26 3. BRSQC (Bituminous Rated Source Quality Catalog) 27 4. AQMP (Aggregate Quality Monitoring Program) 28 5. H.M.A.C. (Hot Mix Asphalt Concrete) 29 6. WMA (Warm Mix Asphalt) 30 B. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 published at the time of the latest revision date logged at the end of this 33 specification, unless a date is specifically cited. 34 2. National Institute of Standards and Technology (NIST) 35 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical 36 Requirements for Weighing and Measuring Devices 37 3. ASTM International (ASTM): 38 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous 39 Materials by Ductilometer 40 4. American Association of State Highway and Transportation Officials 41 a. MP2 Standard Specification for Superpave Volumetric Mix Design 42 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 43 (BMA) 44 c. T 201, Kinematic Viscosity of Asphalts (Bitumens) 45 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 46 Viscometer CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 321216-5 ASPHALT PAVING Page 5 of 26 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR) 5. Texas Department of Transportation a. b. c. d. e. f. g• h. i. J• k. 1. m. n. o. p• q• r. s. t. u. v. w. x. y. z. aa. Bituminous Rated Source Quality Catalog (BRSQC) TEX 100-E, Surveying and Sampling Soils for Highways Tex 106-E, Calculating the Plasticity Index of Soils Tex 107-E, Determining the Bar Linear Shrinkage of Soils Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates Tex 203-F, Sand Equivalent Test Tex-204-F, Design of Bituminous Mixtures Tex-207-F, Determining Density of Compacted Bituminous Mixtures Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse Aggregates Tex-226-F, Indirect Tensile Strength Test Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures Tex-243-F, Tack Coat Adhesion Tex-244-F, Thermal profile of Hot Mix Asphalt Tex 280-F, Determination of Flat and Elongated Particles Tex 406-A, Material Finer Than 75 gm (No. 200) Sieve in Mineral Aggregates (Decantation Test for Concrete Aggregates) Tex 408-A, Organic Impurities in Fine Aggregate for Concrete Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium Tex 460-A, Determining Crushed Face Particle Count Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion Sulfate Tex-530-C, Effect of Water on Bituminous Paving Mixtures Tex-540-C, Measurement of Polymer Separation on Heating in Modified Asphalt Systems Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 ACTION SUBMITTALS [NOT USED] 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-6 ASPHALT PAVING Page 6 of 26 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place mixture when the roadway surface temperature is equal to or higher than the 8 temperatures listed in Table 1. 9 Table 1 10 Minimum Pavement Surface Temperatures Originally Specified High Temperature Binder Grade PG64 or lower PG 70 I PG 76 or higher Minimum Pavement Surface Temperatures in Degrees Fahrenheit Subsurface Layers or Surface Layers Placed in Night Paving Operations Daylight Operations 45 50 551 601 601 601 11 1.Contractors may pave at temperatures 10°F lower than the values shown in Table 1 12 when utilizing a paving process including WMA or equipment that eliminates thermal 13 segregation. In such cases, the contractor must use either a hand held thermal camera 14 or a hand held infrared thermometer operated in accordance with Tex-244-F to 15 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 16 10° F of thermal segregation. 17 18 2. Unless otherwise shown on the Drawings, place mixtures only when weather 19 conditions and moisture conditions of the roadway surface are suitable in the 20 opinion of the City. 21 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the Drawings and specifications. 29 2. Notify the City of all material sources. 30 ' 3. Notify the City before changing any material source or formulation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-7 ASPHALT PAVING Page 7 of 26 1 4. When the Contractor makes a source or formulation change, the City will verify 2 that the requirements of this specification are met and may require a new laboratory 3 mixture design, trial batch, or both. 4 5. The City may sample and test project materials at any time during the project to 5 verify compliance. 6 6. The depth of the compacted lift should be at least 2 times the nominal maximum 7 aggregate size. 8 B. Aggregate 9 1. General 10 a. Furnish aggregates from sources that conform to the requirements shown in 11 Table 1, and as specified in this Section, unless otherwise shown on the 12 Drawings. 13 b. Provide aggregate stockpiles that meet the definition in this Section for either 14 coarse aggregate or fine aggregate. 15 c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide 16 RAP stockpiles in accordance with this Section. 17 d. Aggregate from RAP is not required to meet Table 2 requirements unless 18 otherwise shown on the Drawings. 19 e. Supply mechanically crushed gravel or stone aggregates that meet the 20 definitions in Tex 100 E. 21 f. Samples must be from materials produced for the project. 22 g. The City will establish the surface aggregate classification (SAC) and perform 23 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. 24 h. Perform all other aggregate quality tests listed in Table 2. 25 i. Document all test results on the mixture design report. 26 j. The City may perform tests on independent or split samples to verify 27 Contractor test results. 28 k. Stockpile aggregates for each source and type separately and designate for the 29 City. 30 1. Determine aggregate gradations for mixture design and production testing 31 based on the washed sieve analysis given in Tex 200 F, Part II. 32 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 Table 2 Aggregate Quality Requirements Property 1 Test Method Coarse Aggregate SAC AQMP 1 Deleterious material, percent, max 1 Decantation, percent, max 1 Micro-Deval abrasion, percent, max 1 Los Angeles abrasion, percent, max 1 Magnesium sulfate soundness, 5 cycles, percent, max Coarse aggregate angularity, 2 crushed faces, percent, min Flat and elongated particles @ 5:1, percent, max Fine Aggregate Linear shrinkage, percent, max Tex-217-F, Part I Tex-217-F, Part II Tex-461-A Tex-410-A Tex-411-A Tex 460-A, Part I Tex-280-F Tex-107-E 1 Combined Aggregate Sand equivalent, percent, min 1 Tex-203-F 1 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the Drawings. 3. Unless otherwise shown on the Drawings. Only applies to crushed gravel. 321216-8 ASPHALT PAVING Page 8 of 26 Requirement As shown on Drawings 1.5 1.5 Note 1 40 302 853 10 3 45 1 m. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 4) Provide aggregate from unlisted sources only when tested by the City 8 and/or approved before use. 9 5) Allow 30 calendar days for the City to sample, test, and report results for 10 unlisted sources. 11 6) Class B aggregate meeting all other requirements in Table 2 may be 12 blended with a Class A aggregate in order to meet requirements for Class A 13 materials. 14 7) When blending Class A and B aggregates to meet a Class A requirement, 15 ensure that at least 50 percent by weight of the material retained on the 16 No. 4 sieve comes from the Class A aggregate source. 17 8) Blend by volume if the bulk specific gravities of the Class A and B 18 aggregates differ by more than 0.300. 19 9) When blending, do not use Class C or D aggregates. 20 10) For blending purposes, coarse aggregate from RAP will be considered as 21 Class B aggregate. 22 11) Provide coarse aggregate with at least the minimum SAC shown on the 23 Drawings. 24 12) SAC requirements apply only to aggregates used on the surface of travel 25 lanes, unless otherwise shown on the Drawings. 26 n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. 27 1) No RAP permitted for TYPE D H.M.A.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-9 ASPHALT PAVING Page 9 of 26 1 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise 2 shown on the Drawings. 3 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch 4 sieve. 5 4) RAP from either Contractor or City, including RAP generated during the 6 project, is permitted only when shown on the Drawings. 7 5) City -owned RAP, if allowed for use, will be available at the location 8 shown on the Drawings. 9 6) When RAP is used, determine asphalt content and gradation for mixture 10 design purposes. 11 7) Perform other tests on RAP when shown on the Drawings. 12 8) When RAP is allowed by plan note, use no more than 30 percent RAP in 13 Type A or B mixtures unless otherwise shown on the Drawings. 14 9) Do not use RAP contaminated with dirt or other objectionable materials. 15 10) Do not use the RAP if the decantation value exceeds 5 percent and the 16 plasticity index is greater than 8. 17 11) Test the stockpiled RAP for decantation in accordance with the laboratory 18 method given in Tex-406-A, Part I. 19 12) Determine the plasticity index using Tex-106-E if the decantation value 20 exceeds 5 percent. 21 13) The decantation and plasticity index requirements do not apply to RAP 22 samples with asphalt removed by extraction. 23 14) Do not intermingle Contractor -owned RAP stockpiles with City -owned 24 RAP stockpiles. 25 15) Remove unused Contractor -owned RAP material from the project site upon 26 completion of the project. 27 16) Return unused City -owned RAP to the designated stockpile location. 28 o. Fine Aggregate 29 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 30 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 31 3) Supply fine aggregates that are free from organic impurities. 32 4) The City may test the fine aggregate in accordance with Tex-408-A to 33 verify the material is free from organic impurities. 34 5) At most 15 percent of the total aggregate may be field sand or other 35 uncrushed fine aggregate. 36 6) With the exception of field sand, use fine aggregate from coarse aggregate 37 sources that meet the requirements shown in Table 2, unless otherwise 38 approved. 39 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the 40 stockpile and verify that it meets the requirements in Table 1 for coarse 41 aggregate angularity (Tex-460-A) and flat and elongated particles 42 (Tex-280-F). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-10 ASPHALT PAVING Page 10 of 26 Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" • 100 #8 70-100 #200 0-30 1 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime, crusher fines, hydrated lime, cement, or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement, unless otherwise 7 shown on the Drawings. The Drawings may require or disallow specific 8 mineral fillers. When used, provide mineral filler that: 9 1) Is sufficiently dry, free -flowing, and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with 11 Tex-107-E; and meets the gradation requirements in Table 4. 12 13 Table 4 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the baghouse or other dust -collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance -graded (PG) asphalt binder specified 20 as follows: 21 1) Performance -Graded Binders (PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-11 ASPHALT PAVING Page 11 of 26 Table 5 Performance -Graded Binders Performance Grade I PG 58 PG 64 PG 70 PG 76 I PG 82 • Property and Test Method -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I =22 I -28 I -34 -16 I -22 I -28 (-34 -16 I -22 I -28 Average 7-day max pavement design temperature, °C' <58 <64 >- >- >- >- >- >- Min pavement design temperature, °C1 22 28 34 16 22 28 34>- < 70 >- >- >- 16 22 28 ORIGINAL BINDER Flash point, T 48, Min, °C 230 Viscosity, T 316:2, 3 Max, 3.0 Paxs, test temperature, °C 135 Dynamic shear, T 315:4 G*/sin(d), Min, 1.00 kPa Test temperature @ 10 rad/sec., °C Elastic recovery, D 6084, 50°F, percent Min Mass loss, Tex-541-C, Max, percent Dynamic shear, T 315: G*/sin(d), Min, 2.20 kPa Test temperature @ 10 rad/sec., °C 58 >- >- 34 16 < 76 >- >- 22 28 >- >- 34 16 < 82 >- 22 64 70 76 82 — 30 — — 30 50 — 30 50 60 30 50 60 70 50 60 ROLLING THIN-FILM OVEN (Tex-541-C) 1 58 64 70 76 82 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 >- 28 70 Property and Test Method PAV aging temperature, °C Dynamic shear, T 315: G*/sin(d), Max, 5000 kPa Test temperature @ 10 rad/sec., °C Creep stiffness, T 313:5' 6 S, max, 300 MPa, m-value, min, 0.300 Test temperature @ 60 sec., °C Direct tension, T 314:6 Failure strain, min, 1.0 percent Test temperature @ 1.0 mm/min., °C Table 5 (continued) Performance -Graded Binders Performance Grade PG 58 PG 64 PG 70 -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 PRESSURE AGING VESSEL (PAV) RESIDUE (R 28) 100 25 22 19 28 25 22 19 28 25 22 19 28 25 32 12 16 - 12 ASPHALT PAVING Page 12 of 26 PG 76 -16 I -22 I -28 I -34 PG 82 -16 I -22 I -28 22 19 28 25 22 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 1: Pavement temperatures are estimated from air temperatures using an algoritlun contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures outlined in AASHTO MP 2 and PP 28. 2. This requirement may be waived at the Department's discretion if the supplier wanants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally, significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for addressing any constructability issues that may arise. 4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use. 6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness requirement. The m-value requirement must be satisfied in both cases. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ' UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 13 ASPHALT PAVING Page 13 of 26 1 2 b. Separation testing is not required if: 3 1) A modifier is introduced separately at the mix plant either by injection in 4 the asphalt line or mixer, 5 2) The binder is blended on site in continuously agitated tanks, or binder 6 acceptance is based on field samples taken from an in -line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat 9 a. Unless otherwise shown on the Drawings or approved, furnish CSS-1H, SS-1H, 10 or a PG binder with a minimum high -temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. 12 6. Additives 13 a. General 14 1) When shown on the Drawings, use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 16 may be allowed when approved. 17 b. Liquid Antistripping Agent 18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 19 concrete paving mixtures and asphalt -stabilized base mixtures to meet 20 moisture resistance testing requirements. 21 2) Provide a liquid antistripping agent that is uniform and shows no evidence 22 of crystallization, settling, or separation. 23 3) Ensure that all liquid antistripping agents arrive in: 24 a) Properly labeled and unopened containers, as shipped from the 25 manufacturer, or 26 b) Sealed tank trucks with an invoice to show contents and quantities 27 c) Provide product information to the City including: 28 (1) Material safety data sheet 29 (2) Specific gravity of the agent at the manufacturer's recommended 30 addition temperature, 31 (3) Manufacturer's recommended dosage range, and 32 (4) Handling and storage instructions 33 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 34 incorporate into the binder as follows: 35 a) Handle in accordance with the manufacturer's recommendations. 36 b) Add at the manufacturer's recommended addition temperature. 37 c) Add into the asphalt line by means of an in -line -metering device. 38 c. Liquid Asphalt Additive Meters 39 1) Provide a means to check the accuracy of meter output for asphalt primer, 40 fluxing material, and liquid additives. 41 2) Furnish a meter that reads in increments of 0.1 gal. or less. 42 3) Verify accuracy of the meter in accordance with Tex-923-K. 43 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements 46 1) Unless otherwise shown on the Drawings, use the typical weight design 47 example given in Tex-204-F, Part I, to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 14 ASPHALT PAVING Page 14 of 26 1 2) Furnish the City with representative samples of all materials used in the 2 mixture design. 3 3) The City will verify the mixture design. 4 4) If the design cannot be verified by the City, furnish another mixture design. 5 6 7 8 9. 10 11 12 13 14 15 16 17 18 19 Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Properties Sieve B C D Size Fine Coarse Fine Base Surface Surface 1-1/2" — — — 1" 98.0-100.0 3/4" 84.0-98.0 95.0-100.0 1/2" — — 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA1, percent Minimum — I 13.0 I 14.0 I 15.0 Plant -Produced VMA, percent Minimum — I 12.0 I 13.0 I 14.0 1. Voids in Mineral Aggregates. Table 7 Laboratory Mixture Design Properties Property Test Requirement Method Target laboratory -molded density, percent Tex-207-F 96.0' Tensile strength (dry), psi (molded to 93 2 percent ±1 percent density) Tex-226-F 85-200 Boil testa Tex-530-C — 1. Unless otherwise shown on the Drawings. 2. May exceed 200 psi when approved and may be waived when approved. 3. Used to establish baseline for comparison to production results. May be waived when approved. 20 8. Warm Mix Asphalt (WMA) 21 a. WMA is defined as additives or processes that allow a reduction in the 22 temperature at which asphalt mixtures are produced and placed. 23 b. WMA is allowed for use at the Contractor's option unless otherwise shown on 24 the Drawings. 25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 26 275 degrees F. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-15 ASPHALT PAVING Page 15 of 26 1 d. When WMA is not required by Drawings, produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. 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 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds, use a release agent approved 13 by the City. 14 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 A. Equipment 21 1. General 22 a. Provide required or necessary equipment to produce, haul, place, compact, and 23 core asphalt concrete pavement. 24 b. Ensure weighing and measuring equipment complies with specification. 25 c. Synchronize equipment to produce a mixture meeting the required proportions. 26 2. Production Equipment 27 a. Provide: 28 1) Drum -mix type, weigh -batch, or modified weigh -batch mixing plants that 29 ensure a uniform, continuous production 30 2) Automatic proportioning and measuring devices with interlock cut-off 31 circuits that stop operations if the control system malfunctions 32 3) Visible readouts indicating the weight or volume of asphalt and aggregate 33 proportions 34 4) Safe and accurate means to take required samples by inspection forces 35 5) Permanent means to check the output of metering devices and to perform 36 calibration and weight checks 37 6) Additive -feed systems to ensure a uniform, continuous material flow in the 38 desired proportion 39 3. Weighing and Measuring Equipment 40 a. General 41 1) Provide weighing and measuring equipment for materials measured or 42 proportioned by weight or volume. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-16 ASPHALT PAVING Page 16 of 26 1 2) Provide certified scales, scale installations, and measuring equipment 2 meeting the requirements of NIST Handbook 44, except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3) Furnish leak -free weighing containers large enough to hold a complete 5 , batch of the material being measured. 6 b. Truck Scales 7 1) Furnish platform truck scales capable of weighing the entire truck or truck- 8 trailer combination in a single draft. 9 c. Aggregate Batching Scales 10 1) Equip scales used for weighing aggregate with a quick adjustment at zero 11 that provides for any change in tare. 12 2) Provide a visual means that indicates the required weight for each 13 aggregate. 14 d. Suspended Hopper 15 1) Provide a means for the addition or the removal of small amounts of 16 material to adjust the quantity to the exact weight per batch. 17 2) Ensure the scale equipment is level. 18 e. Belt Scales 19 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 20 percent based on the average of 3 test runs, where no individual test run 21 exceeds 2.0 percent when checked in accordance with Tex-920-K. 22 f. Asphalt Material Meter 23 1) Provide an asphalt material meter with an automatic digital display of the 24 volume or weight of asphalt material. 25 2) Verify the accuracy of the meter in accordance with Tex-921-K. 26 3) When using the asphalt meter for payment purposes, ensure the accuracy of 27 the meter is within 0.4 percent. 28 4) When used to measure component materials only and not for payment, 29 ensure the accuracy of the meter is within 1.0 percent. 30 g. Liquid Asphalt Additive Meters 31 1) Provide a means to check the accuracy of meter output for asphalt primer, 32 fluxing material, and liquid additives. 33 2) Furnish a meter that reads in increments of 0.1 gallon or less. 34 3) Verify accuracy of the meter in accordance with Tex-923-K. 35 4) Ensure the accuracy of the meter within 5.0 percent. 36 4. Dram -Mix Plants. Provide a mixing plant that complies with the requirements 37 below. 38 a. Aggregate Feed System 39 1) Provide: 40 a) A minimum of 1 cold aggregate bin for each stockpile of individual 41 materials used to produce the mix 42 b) Bins designed to prevent overflow of material 43 c) Scalping screens or other approved methods to remove any oversized 44 material, roots, or other objectionable materials 45 d) A feed system to ensure a uniform, continuous material flow in the 46 desired proportion to the dryer 47 e) An integrated means for moisture compensation 48 f) Belt scales, weigh box, or other approved devices to measure the 49 weight of the combined aggregate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-17 ASPHALT PAVING Page 17 of 26 1 g) Cold aggregate bin flow indicators that automatically signal interrupted 2 material flow 3 b. Reclaimed Asphalt Pavement (RAP) Feed System 4 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 5 c. Mineral Filler Feed System 6 1) Provide a closed system for mineral filler that maintains a constant supply 7 with minimal loss of material through the exhaust system. 8 2) Interlock the measuring device into the automatic plant controls to 9 automatically adjust the supply of mineral filler to plant production and 10 provide a consistent percentage to the mixture. 11 d. Heating, Drying, and Mixing Systems 12 1) Provide: 13 a) A dryer or mixing system to agitate the aggregate during heating 14 b) A heating system that controls the temperature during production to 15 prevent aggregate and asphalt binder damage 16 c) A heating system that completely bums fuel and leaves no residue 17 d) A recording thermometer that continuously measures and records the 18 mixture discharge temperature 19 e) Dust collection system to collect excess dust escaping from the drum. 20 e. Asphalt Binder Equipment 21 1) Supply equipment to heat binder to the required temperature. 22 2) Equip the heating apparatus with a continuously recording thermometer 23 located at the highest temperature point. 24 3) Produce a 24 hour chart of the recorded temperature. 25 4) Place a device with automatic temperature compensation that accurately 26 meters the binder in the line leading to the mixer. 27 5) Furnish a sampling port on the line between the storage tank and mixer. 28 Supply an additional sampling port between any additive blending device 29 and mixer. 30 f. Mixture Storage and Discharge 31 1) Provide a surge -storage system to minimize interruptions during operations 32 unless otherwise approved. 33 2) Furnish a gob hopper or other device to minimize segregation in the bin. 34 3) Provide an automated system that weighs the mixture upon discharge and 35 produces a ticket showing: 36 a) Date 37 b) Project identification member 38 c) Plant identification 39 d) Mix identification 40 e) Vehicle identification 41 f) Total weight of the load 42 g) Tare weight of the vehicle 43 h) Weight of mixture in each load 44 i) Load number or sequential ticket number for the day 45 g. Truck Scales 46 1) Provide standard platfoini scales at an approved location. 47 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4 48 "Drum -Mix Plants," except as required below: 49 a. Screening and Proportioning CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-18 ASPHALT PAVING Page 18 of 26 1 1) Provide enough hot bins to separate the aggregate and to control 2 proportioning of the mixture type specified. 3 a) Supply bins that discard excessive and oversized material through 4 overflow chutes. 5 b) Provide safe access for inspectors to obtain samples from the hot bins. 6 b. Aggregate Weigh Box and Batching Scales 7 1) Provide a weigh box and batching scales to hold and weigh a complete 8 batch of aggregate. 9 2) Provide an automatic proportioning system with low bin indicators that 10 automatically stop when material level in any bin is not sufficient to 11 complete the batch. 12 c. Asphalt Binder Measuring System 13 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 14 for 1 batch. 15 d. Mixer 16 1) Equipment mixers with an adjustable automatic timer that controls the dry 17 and wet mixing period and locks the discharge doors for the required 18 mixing period 19 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 20 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section 21 2.2.B.5. "Weigh -Batch Plants," except as specifically described below. 22 a. Aggregate Feeds 23 1) Aggregate control is required at the cold feeds. Hot bin screens are not 24 required. 25 b. Surge Bins 26 1) Provide 1 or more bins large enough to produce 1 complete batch of 27 mixture. 28 c. Hauling Equipment 29 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 30 2) Cover each load of mixture with waterproof tarpaulins. 31 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 32 4) When necessary, coat the inside truck beds with an approved release agent 33 from the City. 34 d. Placement and Compaction Equipment 35 1) Provide equipment that does not damage underlying pavement. 36 2) Comply with laws and regulations concerning overweight vehicles. 37 3) When permitted, other equipment that will consistently produce satisfactory 38 results may be used. 39 7. Asphalt Paver 40 a. General 41 1) Furnish a paver that will produce a finished surface that meets longitudinal 42 and transverse profile, typical section, and placement requirements. 43 2) Ensure the paver does not support the weight of any portion of hauling 44 equipment other than the connection. 45 3) Provide loading equipment that does not transmit vibrations or other 46 motions to the paver that adversely affect the finished pavement quality. 47 4) Equip the paver with an automatic, dual, longitudinal -grade control system 48 and an automatic, transverse -grade control system. 49 b. Tractor Unit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 19 ASPHALT PAVING Page 19 of 26 1 1) Supply a tractor unit that can push or propel vehicles, dumping directly into 2 the finishing machine to obtain the desired lines and grades to eliminate any 3 hand finishing. 4 2) Equip the unit with a hitch sufficient to maintain contact between the 5 hauling equipment's rear wheels and the finishing machine's pusher rollers 6 while mixture is unloaded. 7 c. Screed 8 1) Provide a heated compacting screed that will produce a finished surface 9 that meets longitudinal and transverse profile, typical section, and 10 placement requirements. 11 2) Screed extensions must provide the same compacting action and heating as 12 the main unit unless otherwise approved. 13 d. Grade Reference 14 1) Provide a grade reference with enough support that the maximum 15 deflection does not exceed 1/16 inch between supports. 16 2) Ensure that the longitudinal controls can operate from any longitudinal 17 grade reference including a string line, ski, mobile string line, or matching 18 shoes. 19 3) Furnish paver skis or mobile string line at least 40 feet long unless 20 otherwise approved. 21 8. Material Transfer Devices 22 a. Provide the specified type of device when shown on the Drawings. 23 b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt 24 paver. 25 c. When used, provide windrow pick-up equipment constructed to pick up 26 substantially all roadway mixture placed in the windrow. 27 9. Remixing Equipment 28 a. When required, provide equipment that includes a pug mill, variable pitch 29 augers, or variable diameter augers operating under a storage unit with a 30 minimum capacity of 8 tons. 31 10. Motor Grader 32 a. When allowed, provide a self-propelled grader with a blade length of at least 12 33 feet and a wheelbase of at least 16 feet. 34 11. Handheld Infrared Thermometer 35 a. Provide a handheld infrared thermometer meeting the requirements of 36 Tex-244-F. 37 12. Rollers 38 a. The Contractor may use any type of roller to meet the production rates and 39 quality requirements of the Contract unless otherwise shown on the Drawings 40 or directed. 41 b. When specific types of equipment are required, use equipment that meets the 42 specified requirements. 43 c. Alternate Equipment 44 1) Instead of the specified equipment, the Contractor may, as approved, 45 operate other compaction equipment that produces equivalent results. 46 2) Discontinue the use of the alternate equipment and furnish the specified 47 equipment if the desired results are not achieved. 48 d. City may require Contractor to substitute equipment if production rate and 49 quality requirements of the Contract are not met. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321216-20 ASPHALT PAVING Page 20 of 26 1 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as 2 required or approved. 3 14. Distributor vehicles 4 a. Furnish vehicle that can achieve a uniform tack coat placement. 5 b. The nozzle patterns, spray bar height and distribution pressure must work 6 together to produce uniform application. 7 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. 8 d. Nozzle spray patterns should be identical to one another along the distributor 9 spray bar. 10 e. Spray bar height should remain constant. 11 f. Pressure within the distributor must be capable of forcing the tack coat material 12 out of spray nozzles at a constant rate. 13 15. Coring Equipment 14 a. When coring is required, provide equipment suitable to obtain a pavement 15 specimen meeting the dimensions for testing. 16 B. Construction 17 1. Design, produce, store, transport, place, and compact the specified paving mixture 18 in accordance with the requirements of this Section. 19 2. Unless otherwise shown on the Drawings, provide the mix design. 20 3. The City will perform quality assurance (QA) testing. 21 4. Provide quality control (QC) testing as needed to meet the requirements of this 22 Section. 23 C. Production Operations 24 1. General 25 a. The City may suspend production for noncompliance with this Section. 26 b. Take corrective action and obtain approval to proceed after any production 27 suspension for noncompliance. 28 2. Operational Tolerances 29 a. Stop production if testing indicates tolerances are exceeded on any of the 30 following: 31 1) 3 consecutive tests on any individual sieve 32 2) 4 consecutive tests on any of the sieves 33 3) 2 consecutive tests on asphalt content 34 b. Begin production only when test results or other information indicate, to the 35 satisfaction of the City, that the next mixture produced will be within Table 9 36 tolerances. 37 3. Storage and Heating of Materials 38 a. Do not heat the asphalt binder above the temperatures specified in Section 39 2.2.A. or outside the manufacturer's recommended values. 40 b. On a daily basis, provide the City with the records of asphalt binder and hot- 41 mix asphalt discharge temperatures in accordance with Table 10. 42 c. Unless otherwise approved, do not store mixture for a period long enough to 43 affect the quality of the mixture, nor in any case longer than 12 hours. 44 4. Mixing and Discharge of Materials 45 a. Notify the City of the target discharge temperature and produce the mixture 46 within 25 degrees F of the target. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 21 ASPHALT PAVING Page 21 of 26 1 b. Monitor the temperature of the material in the truck before shipping to ensure 2 that it does not exceed 350 degrees F. The City will not pay for or allow 3 placement of any mixture produced at more than 350 degrees F. 4 c. Control the mixing time and temperature so that substantially all moisture is 5 removed from the mixture before discharging from the plant. 6 D. Placement Operations 7 1. Place the mixture to meet the typical section requirements and produce a smooth, 8 finished surface or base course with a uniform appearance and texture. 9 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 10 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, 11 or as directed. Ensure that all finished surfaces will drain properly. 12 4. When End Dump Trucks are used, ensure the bed does not contact the paver when 13 raised. 14 5. Placement can be performed by hand in situations where the paver cannot place it 15 adequately due to space restrictions. 16 6. Hand -placing should be minimized to prevent aggregate segregation and surface 17 texture issues. 18 7. All hand placement shall be checked with a straightedge or template before rolling 19 to ensure uniformity. 20 8. Place mixture within the compacted lift thickness shown in Table 9, unless 21 otherwise shown on the Drawings or otherwise directed. 22 Table 9 23 Compacted Lift Thickness and Required Core Height Compacted Lift Thickness I Mixture Type Minimum Maximum (in.) (in.) B 2.00 3.00 C 2.00 2.50 D 1.50 2.00 24 25 9. Tack Coat 26 a. Clean the surface before placing the tack coat. Unless otherwise approved, 27 apply tack coat uniformly at the rate directed by the City. 28 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per 29 square yard of surface area. 30 c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and 31 all joints. 32 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal 33 beam guard fence and structures. 34 e. Roll the tack coat with a pneumatic -tire roller when directed. 35 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive 36 properties. 37 g. The City may suspend paving operations until there is adequate adhesion. 38 h. The tack coat should be placed with enough time to break or set before 39 applying hot mix asphalt layers. 40 i. Traffic should not be allowed on tack coats. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2013 Revised December 20, 2012 Project No. UC-01 2013 32 12 16 - 22 ASPHALT PAVING Page 22 of 26 1 j. When a tacked road surface must be opened to traffic, they should be covered 2 with sand to provide friction and prevent pick-up. 3 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 4 10. General placement requirements 5 a. Material should be delivered to maintain a relatively constant head of material 6 in front of the screed. 7 b. The hopper should never be allowed to empty during paving. 8 c. Dumping wings between trucks not allowed. Dispose of at end of days 9 production. 10 E. Lay -Down Operation 11 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture 12 placement temperatures. 13 2. Windrow Operations. When hot mix is placed in windrows, operate windrow 14 pickup equipment so that substantially all the mixture deposited on the roadbed is 15 picked up and loaded into the paver. 16 Table 10 17 Suggested Minimum Mixture Placement Temperature High -Temperature Placement Binder Grade Temperature (Before Entering Paver) PG 64 or lower 260°F PG 70 270°F PG 76 280°F PG 82 or higher 290°F 18 F. Compaction 19 1. Use air void control unless ordinary compaction control is specified on the 20 Drawings. 21 2. Avoid displacement of the mixture. If displacement occurs, correct to the 22 satisfaction of the City. 23 3. Ensure pavement is fully compacted before allowing rollers to stand on the 24 pavement. 25 4. Unless otherwise directed, use only water or an approved release agent on rollers, 26 tamps, and other compaction equipment. 27 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 28 6. Unless otherwise directed, operate vibratory rollers in static mode when not 29 compacting, when changing directions, or when the plan depth of the pavement mat 30 is less than 1-1/2 inches. 31 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, 32 and similar structures and in locations that will not allow thorough compaction with 33 the rollers. • 34 8. The City may require rolling with a trench roller on widened areas, in trenches, and 35 in other limited areas. 36 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to 37 traffic unless otherwise directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 23 ASPHALT PAVING Page 23 of 26 1 10. When directed, sprinkle the finished mat with water or limewater to expedite 2 opening the roadway to traffic. 3 11. Air Void Control 4 a. General 5 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 6 percent in -place air voids. 7 2) Do not increase the asphalt content of the mixture to reduce pavement air 8 voids. 9 b. Rollers 10 1) Furnish the type, size, and number of rollers required for compaction, as 11 approved. 12 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on 13 the Drawings. 14 3) Use additional rollers as required to remove any roller marks. 15 c. Air Void Determination 16 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at 17 each location selected by the City for in -place air void determination. 18 2) The City will measure air voids in accordance with Tex-207-F and 19 Tex-227-F. 20 3) Before drying to a constant weight, cores may be predried using a Corelok 21 or similar vacuum device to remove excess moisture. 22 4) The City will use the average air void content of the 2 cores to calculate the 23 in -place air voids at the selected location. 24 d. Air Voids Out of Range 25 1) If the in -place air void content in the compacted mixture is below 5 percent 26 or greater than 9 percent, change the production and placement operations 27 to bring the in -place air void content within requirements. 28 e. Test Section 29 1) Construct a test section of 1 lane -width and at most 0.2 miles in length to 30 demonstrate that compaction to between 5 percent and 9 percent in -place 31 air voids can be obtained. 32 2) Continue this procedure until a test section with 5 percent to 9 percent in- 33 place air voids can be produced. 34 3) The City will allow only 2 test sections per day. 35 4) When a test section producing satisfactory in -place air void content is 36 placed, resume full production. 37 12. Ordinary Compaction Control 38 a. Furnish the type, size, and number of rollers required for compaction, as 39 approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton 40 weight). 41 b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling 42 patterns that achieve maximum compaction. 43 c. Follow the selected rolling pattern unless changes that affect compaction occur 44 in the mixture or placement conditions. 45 d. When such changes occur, establish a new rolling pattern. 46 e. Compact the pavement to meet the requirements of the Drawings and 47 specifications. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 24 ASPHALT PAVING Page 24 of 26 1 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling 2 the joint with the adjacent pavement and then continue by rolling longitudinally 3 at the sides. 4 g. Proceed toward the center of the pavement, overlapping on successive trips by 5 at least 1 ft., unless otherwise directed. 6 h. Make alternate trips of the roller slightly different in length. 7 i. On superelevated curves, begin rolling at the low side and progress toward the 8 high side unless otherwise directed. 9 G. Irregularities 10 1. Identify and correct irregularities including, but not limited to segregation, rutting, 11 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller 12 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate 13 particles. 14 2. The City may also identify irregularities, and in such cases, the City shall promptly 15 notify the Contractor. 16 3. If the City determines that the irregularity will adversely affect pavement 17 performance, the City may require the Contractor to remove and replace (at the 18 Contractor's expense) areas of the pavement that contain the irregularities and areas 19 where the mixture does not bond to the existing pavement. 20 4. If irregularities are detected, the City may require the Contractor to immediately 21 suspend operations or may allow the Contractor to continue operations for no more 22 than 1 day while the Contractor is taking appropriate corrective action. 23 5. The City may suspend production or placement operations until the problem is 24 corrected. 25 6. At the expense of the Contractor and to the satisfaction of the City, remove and 26 replace any mixture that does not bond to the existing pavement or that has other 27 surface irregularities identified above. 28 3.5 REPAIR 29 A. See Section 32 01 17. 30 3.6 QUALITY CONTROL 31 A. Production Testing 32 1. Perform production tests to verify asphalt paving meets the performance standard 33 required in the Drawings and specifications. 34 2. City to measure density of asphalt paving with nuclear gauge. 35 3. City to core asphalt paving from the normal thickness of section once acceptable 36 density achieved. City identifies location of cores. 37 a. Minimum core diameter: 4 inches 38 b. Minimum spacing: 200 feet 39 c. Minimum of 1 core every block 40 d. Alternate lanes between core 41 4. City to use cores to determine pavement thickness and calculate theoretical density. 42 a. City to perform theoretical density test a minimum of 1 per day per street. 43 B. Density Test 44 1. The average measured density of asphalt paving must meet specified density. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 12 16 - 25 ASPHALT PAVING Page 25 of 26 1 2. Average of measurements per street not meeting the minimum specified strength 2 shall be subject to the money penalties or removal and replacement at the 3 Contractor's expense as show in Table 11. 4 5 6 7 8 9 Table 11 Density Payment Schedule Percent Rice Percent of Contract Price Allowed 89 and lower remove and replace at the entire cost and expense of Contractor as directed by City. 90 75-percent 91-93 100-percent 94 90-percent 95 75-percent Over 95 remove and replace at the entire cost and expense of Contractor as directed by City. 3. The amount of penalty shall be deducted from payment due to Contractor. 4. These requirements are in addition to the requirements of Article 1.2. 10 C. Pavement Thickness Test 11 1. City measure each core thickness by averaging at least 3 measurements. 12 2. The number of tests and location shall be at the discretion of the City, unless 13 otherwise specified in the special provisions or on the Drawings. 14 3. In the event a deficiency in the thickness of pavement is revealed during production 15 testing, subsequent tests necessary to isolate the deficiency shall be at the 16 . Contractor's expense. 17 4. The cost for additional coring test shall be at the same rate charged by commercial 18 laboratories. 19 5. Where the average thickness of pavement in the area found to be deficient, payment 20 shall be made at an adjusted price as specified in Table 12. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 2 Table 12 Thickness Deficiency Penalties Deficiency in Thickness Determined by Cores Greater Than 0 percent - Not More than 10 percent 321216-26 ASPHALT PAVING Page 26 of 26 Proportional Part Of Contract Price 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at the entire cost and expense of Contractor as directed by City. Greater Than 15 percent 3 4 6. If, in the judgment of the City, the area of such deficiency warrants removal, the 5 area shall be removed and replaced, at the Contractor's entire expense, with asphalt 6 paving of the thickness shown on the Drawings. 7 7. No additional payment over the contract unit price shall be made for any pavement 8 of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3:10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313-1 CONCRETE PAVING 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 32 13 13 CONCRETE PAVING Page 1 of 22 5 A. Section includes: 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Quick -Set Concrete- In high traffic areas where the utility cut repair must be 10 returned to service sooner than a normal cure time will allow, the contractor as 11 directed by the engineer shall use concrete admixtures as outlined in this 12 specification Part 2- Products; 2.2 Materials; D. Admixtures or ready made mixes 13 such as " Rapid Set" concrete mix or approved equal. Any and all materials used 14 shall conform to the above mentioned specification. 15 Payment for quick set concrete shall be made at the unit price per bid Cubic Yards 16 as shown on the proposal and shall be full compensation for furnishing all labor, 17 materials, equipment, tools and incidentals necessary to complete the work. 18 2. Limits of Concrete Pavement Repair- The following criteria will be used to 19 determine the limits of concrete pavement repair for this contract: 20 a. The minimum size of repair for concrete shall be 5' x 5'. 21 b. Whenever the limits of the repair are eight feet (8') or less from an adjacent 22 joint of any type, the replacement shall be extended to that joint. 23 c. Dummy joints shall be sawed across any panel where the construction joint 24 intersects the panel and a joint does not exist. All new joints (construction or 25 dummy) shall be parallel with existing joints. 26 d. Depending on the existing longitudinal joint spacing and the limits of the 27 damaged pavement, the contractor may be required to extend the replacement 28 to the halfway point of the panel. The determination shall be made by the 29 inspector on a case by case basis in order to assure uniform joint spacing. 30 Payment for all concrete pavement repairs shall be made at the unit price bid per 31 Square Yard as shown in the proposal and shall be full compensation for furnishing 32 all labor, materials, equipment, tools and incidentals necessary to complete the 33 work. However, payment for sawcutting dummy joints in adjacent panels shall be 34 made under the appropriate bid item. 35 36 C. Related Specification Sections include, but are not necessarily limited to: 37 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 38 2. Division 1 - General Requirements 39 3. Section 32 01 29 - Concrete Paving Repair 40 4. Section 32 13 73 - Concrete Paving Joint Sealants CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 -2 CONCRETE PAVING ' Page 2 of 22 1 1.2 PRICE AND PAYMENT PROCEDURES 2 A. Measurement 3 1. Measurement 4 a. Measurement for this Item shall be by the square yard of completed and 5 accepted Concrete Pavement in its final position as measured from back of curb 6 for various: 7 1) Classes 8 2) Thicknesses 9 2. Payment 10 a. The work performed and materials furnished in accordance with this Item will 11 be paid for at the unit price bid per square yard of Concrete Pavement. 12 3. The price bid shall include: 13 a. Shaping and fine grading the placement area 14 b. Furnishing and applying all water required 15 c. Furnishing, loading and unloading, storing, hauling and handling all concrete 16 ingredients including all freight and royalty involved 17 d. Mixing, placing, finishing and curing all concrete 18 e. Furnishing and installing all reinforcing steel 19 f. Furnishing all materials and placing longitudinal, warping, expansion, and 20 contraction joints, including all steel dowels, dowel caps and load transmission 21 units required, wire and devices for placing, holding and supporting the steel 22 bar, load transmission units, and joint filler material in the proper position; for 23 coating steel bars where required by the Drawings 24 g. Sealing joints 25 h. Monolithically poured curb 26 i. Cleanup 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this specification refer to the current reference standard 30 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. ASTM International (ASTM): 33 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 34 Reinforcement 35 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 36 Field 37 c. C33, Concrete Aggregates 38 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 39 Specimens 40 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 41 Beams of Concrete 42 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 43 g. C150, Portland Cement 44 h. C156, Water Retention by Concrete Curing Materials 45 i. C172, Standard Practice for Sampling Freshly Mixed Concrete 46 j. C260, Air Entraining Admixtures for Concrete 47 k. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313-3 CONCRETE PAVING Page 3 of 22 1 1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 2 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 3 Admixture in Concrete 4 n. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 5 Concrete 6 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 7 Cement Concrete 8 p. C1602, Standard Specification for Mixing Water Used in the Production of 9 Hydraulic Cement Concrete. 10 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 11 (12,400 ft-lbf/ft3) 12 3. American Concrete Institute (ACI): 13 a. ACI 305.1-06 Specification for Hot Weather Concreting 14 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 15 c. ACI 318 16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17 1.5 SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. Mix Design: submit for approval. See Item 2.4.A. 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 CONDITIONS 25 A. Weather Conditions 26 1. Place concrete when concrete temperature is between 40 and 100 degrees when 27 measured in accordance with ASTM C1064 at point of placement. 28 2. Hot Weather Concreting 29 a. Take immediate corrective action or cease paving when the ambient 30 temperature exceeds 95 degrees. 31 b. Concrete paving operations shall be approved by the City when the concrete 32 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 33 Concreting (ACI 305.1-06). 34 3. Cold Weather Concreting 35 a. Do not place when ambient temp in shade is below 40 degrees and falling. 36 Concrete may be placed when ambient temp is above 35 degrees and rising or 37 above 40 degrees. 38 b. Concrete paving operations shall be approved by the City when ambient 39 temperature is below 40 degrees. See Standard Specification for Cold Weather 40 Concreting (ACI 306.1-90). 41 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 42 pavement in natural light, or as directed by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 -4 CONCRETE PAVING Page 4 of 22 1 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHI+;D PRODUCTS [NOT USED] 4 2.2 MATERIALS - 5 A. Cementitious Material: ASTM C150. 6 B: Aggregates: ASTM C33. 7 C. Water: ASTM C1602. 8 D. Admixtures: When admixtures are used, conform to the appropriate specification: 9 1. Air -Entraining Admixtures for Concrete: ASTM C260. 10 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 11 3. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM 12 C618. 13 E. Steel Reinforcement: ASTM A615. 14 F. Steel Wire Reinforcement: Not used for concrete pavement. 15 G. Dowels and Tie Bars 16 1. Dowel and tie bars: ASTM A615. 17 2. Dowel Caps 18 a. Provide dowel caps with enough range of movement to allow complete closure 19 of the expansio i joint. 20 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 21 have an internal diameter sufficient to permit the cap to freely slip over the bar. 22 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 23 and one end of the cap shall be rightly closed. 24 3. Epoxy for Dowel and Tie Bars: ASTM C881. 25 a. See following table for approved producers of epoxies and adhesives 26 Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 HTE-50 T 308 + P E 1000+ C-6 Epcon G-5 Pro-Poxy-300 Fast Tube Shep-Poxy Tx1II Ultrabond 1300 Tubes BASF Hilti Powers Fasteners Powers Fasteners Ramset-Redhead Ramset-Redhead Unitex CMC Construction Services Adhesives Technology CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313-5 CONCRETE PAVING Page 5 of 22 Ultrabone 2300 N.S. A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 1 2 b. Epoxy Use, Storage and Handling 3 1) Package components in airtight containers and protect from light and 4 moisture. 5 2) Include detailed instructions for the application of the material and all 6 safety information and warnings regarding contact with the components. 7 3) Epoxy label requirements 8 a) Resin or hardener components 9 b) Brand name 10 c) Name of manufacturer 11 d) Lot or batch number 12 e) Temperature range for storage 13 1) Date of manufacture 14 g) Expiration date 15 h) Quantity contained 16 4) Store epoxy and adhesive components at temperatures recommended by the 17 manufacturer. 18 5) Do not use damaged or previously opened containers and any material that 19 shows evidence of crystallization, lumps skinning, extreme thickening, or 20 settling of pigments that cannot be readily dispersed with normal agitation. 21 6) Follow sound environmental practices when disposing of epoxy and 22 adhesive wastes. 23 7) Dispose of all empty containers separately. 24 8) Dispose of epoxy by completely emptying and mixing the epoxy before 25 disposal 26 H. Reinforcement Bar Chairs 27 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 28 reinforcement bars and shall not bend or break under the weight of the 29 reinforcement bars or Contractor's personnel walking on the reinforcing bars. 30 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or 31 plastic. 32 3. For approval of plastic chairs, representative samples of the plastic shall show no 33 visible indications of deterioration after immersion in a 5-percent solution of 34 sodium hydroxide for 120-hours. 35 4. Bar chairs may be rejected for failure to meet any of the requirements of this 36 specification. 37 I. Joint Filler 38 1. Joint filler is the material placed in concrete pavement and concrete structures to 39 allow for the expansion and contraction of the concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313-6 CONCRETE PAVING Page 6 of 22 1 2. Wood Boards: Used as joint filler for concrete paving. 2 a. Boards for expansion joint filler shall be of the required size, shape and type 3 indicated on the Drawings or required in the specifications. 4 1) Boards shall be of selected stock of redwood or cypress. The boards shall 5 be sound heartwood and shall be free from sapwood, knots, clustered 6 birdseyes, checks and splits. 7 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 8 be sufficiently rigid to permit ease of installation. 9 3) Boards shall be furnished in lengths equal to the width between 10 longitudinal joints, and may be furnished in strips or scored sheet of the 11 required shape. 12 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 13 Drawings; the width shall be not less than that shown on the Drawings, providing 14 for the top seal space. 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 J. K. 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the requirements of this specification. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. Curing Materials 1. Membrane -Forming Compounds. Conform to the requirements of ASTM C309, Type 2, white pigmented compound and be of such nature that it shall not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete. The compound shall produce a firm, continuous uniform moisture -impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. It shall, when applied to the damp concrete surface at the specified rate of coverage, dry to touch in 1 hour and dry through in not more than 4 hours under normal conditions suitable for concrete operations. It shall adhere in a tenacious film without running off or appreciably sagging. It shall not disintegrate, check, peel or crack during the required curing period. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. The compound shall be delivered to the job site in the manufacturer's original containers only, which shall be clearly labeled with the manufacturer's name, the trade name of the material and a batch number or symbol with which test samples may be correlated. When tested in accordance with ASTM C156 Water Retention by Concrete Curing Materials, the liquid membrane -forming compound shall restrict the loss of water present in the test specimen at the time of application of the curing compound to not more than 0.01-oz.-per-2 inches of surface. 41 2.3 ACCESSORIES [NOT USED] a. b. c. d. e. f. g. h. 42 2.4 SOURCE QUALITY CONTROL 43 A. Mix Design 44 1. Concrete Mix Design and Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 7 CONCRETE PAVING Page 7 of 22 1 a. At least 10 calendar days prior to the start of concrete paving operations, the 2 Contractor shall submit a design of the concrete mix it proposes to use and a full 3 description of the source of supply of each material component. 4 b. The design of the concrete mix shall produce a quality concrete complying with 5 these specifications and shall include the following information: 6 1) Design Requirements and Design Summary 7 2) Material source 8 3) Dry weight of cement/cubic yard and type 9 4) Dry weight of fly ash/cubic yard and type, if used 10 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 11 6) Design water/cubic yard 12 7) Quantities, type, and name of admixtures with manufacturer's data sheets 13 8) Current strength tests or strength tests in accordance with ACI 318 14 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 15 and date of tests 16 10) Fineness modulus of fine aggregate 17 11) Specific Gravity and Absorption Values of fine and coarse aggregates 18 12) L.A. Abrasion of coarse aggregates 19 c. Once mix design approved by City, maintain intent of mix design and 20 maximum water to cement ratio. 21 d. No concrete may be placed on the job site until the mix design has been 22 approved by the City. 23 2. Quality of Concrete 24 a. Consistency 25 1) In general, the consistency of concrete mixtures shall be such that: 26 a) Mortar shall cling to the coarse aggregate 27 b) Aggregate shall not segregate in concrete when it is transported to the 28 place of deposit 29 c) Concrete, when dropped directly from the discharge chute of the mixer, 30 shall flatten out at the center of the pile, but the edges of the pile shall 31 stand and not flow 32 d) Concrete and mortar shall show no free water when removed from the 33 mixer 34 e) Concrete shall slide and not flow into place when transported in metal 35 chutes at an angle of 30 degrees with the horizontal 36 f) Surface of the finished concrete shall be free from a surface film or 37 laitance 38 2) When field conditions are such that additional moisture is needed for the 39 final concrete surface fmishing operation, the required water shall be applied 40 to the surface by hand sprayer only and be held to a minimum amount. 41 3) The concrete shall be workable, cohesive, possess satisfactory finishing 42 qualities and be of the stiffest consistency that can be placed and vibrated into 43 a homogeneous mass. 44 4) Excessive bleeding shall be avoided. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 8 CONCRETE PAVING Page 8 of 22 1 5) If the strength or consistency required for the class of concrete being 2 produced is not secured with the minimum cement specified or without 3 exceeding the maximum water/cement ratio, the Contractor may use, or the 4 City may require, an approved cement dispersing agent (water reducer); or 5 the Contractor shall furnish additional aggregates, or aggregates with 6 different characteristics, or the Contractor may use additional cement in 7 order to produce the required results. 8 6) The additional cement may be permitted as a temporary measure, until 9 aggregates are changed and designs checked with the different aggregates 10 or cement dispersing agent. 11 7) The Contractor is solely responsible for the quality of the concrete 12 produced. 13 8) The City reserves the right to independently verify the quality of the 14 concrete through inspection of the batch plant, testing of the various 15 materials used in the concrete and by casting and testing concrete cylinders 16 or beams on the concrete actually incorporated in the pavement. 17 b. Standard Class 18 1) Unless otherwise shown on the Drawings or detailed specifications, the 19 standard class for concrete paving for streets and alleys is shown in the 20 following table: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Standard Classes of Pavement Concrete Class of Minimum Concretes Cementitious, Lb./CY 28 Day Min. Compressive, Strength2 psi P 517 3600 H 564 4500 321313-9 CONCRETE PAVING Page 9 of 22 Maximum Course Water/ Aggregate Cementitious, Maximum Ratio Size inch 0.49 1-1/2 0.45 1-1/2 1. All exposed horizontal concrete shall have entrained -air. 2. Minimum Compressive Strength Required. 2) Machine -Laid concrete: Class P 3) Hand -Laid concrete: Class H c. High Early Strength Concrete (HES) 1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. 2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the Drawings allowed. 3) No strength overdesign is required. Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concretes Cementitious Compressive Lb./CY Strength2 psi HES 564 4500 Water/ Aggregate Cementitious Maximum Ratio Size, inch 0.45 1-1/2 d. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: Concrete Pavement Slump Requirements Concrete Use Recommended Slip-Form/Form-Riding Paving Hand Formed Paving Sidewalk, Curb and Gutter, Concrete Valley Gutter and Other Miscellaneous Concrete Design and Placement Slump, inch 1-1/2 4 4 Maximum Acceptable Placement Slump, inch 3 5 5 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 10 CONCRETE PAVING Page 10 of 22 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered unsatisfactory, 3 and the mix shall be changed to correct such unsatisfactory conditions. 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 INSTALLATION 9 A. Equipment 10 1. All equipment necessary for the construction of this item shall be on the project. 11 2. The equipment shall include spreading devices (augers), internal vibration, 12 tamping, and surface floating necessary to finish the freshly placed concrete in such 13 a manner as to provide a dense and homogeneous pavement. 14 3. Machine -Laid Concrete Pavement 15 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 16 that are uniformly supported on a very firm subbase to prevent sagging under 17 the weight of machine. 18 b. Slip -Form Paver 19 1) Slip -form paving equipment shall be provided with traveling side forms of 20 sufficient dimensions, shape and strength so as to support the concrete 21 laterally for a sufficient length of time during placement. 22 2) City may reject use of Slip -Form Paver if paver requires over -digging and 23 impacts trees, mailboxes or other improvements. 24 4. Hand -Laid Concrete Pavement 25 a. Machines that do not incorporate these features, such as roller screeds or 26 vibrating screeds, shall be considered tools to be used in hand -laid concrete 27 construction, as slumps, spreading methods, vibration, and other procedures are 28 more common to hand methods than to machine methods. 29 5. City may reject equipment and stop operation if equipment does not meet 30 requirements. 31 B. Concrete Mixing and Delivery 32 1. Transit Batching: shall not be used — onsite mixing not permitted 33 2. Ready Mixed Concrete 34 a. The concrete shall be produced in an approved method conforming to the 35 requirements of this specification and ASTM C94/C94M. City shall have access 36 ready mix to get samples of materials. 37 b. City shall have access to ready mix plant to obtain material samples. 38 c. When ready -mix concrete is used, sample concrete per ASTM C94 Alternate 39 Procedure 2: 40 1) As the mixer is being emptied, individual samples shall be taken after the 41 discharge of approximately 15 percent and 85 percent of the load. 42 2) The method of sampling shall provide that the samples are representative of 43 widely separated portions, but not from the very ends of the batch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313-I1 CONCRETE PAVING Page I I of 22 1 d. The mixing of each batch, after all materials are in the drum, shall continue until 2 it produces a thoroughly mixed concrete of unifoiiu mass as determined by 3 established mixer performance ratings and inspection, or appropriate uniformity 4 tests as described in ASTM C94. 5 e. The entire contents of the drum shall be discharged before any materials are 6 placed therein for the succeeding batch. 7 f. Retempering or remixing shall not be permitted. 8 3. Delivery 9 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 10 City to prevent cold joint. 11 4. Delivery Tickets 12 a. For all operations, the manufacturer of the concrete shall, before unloading, 13 furnish to the purchaser with each batch of concrete at the site a delivery ticket 14 on which is printed, stamped, or written, the following information to determine 15 that the concrete was proportioned in accordance with the approved mix design: 16 1) Name of concrete supplier 17 2) Serial number of ticket 18 3) Date 19 4) Truck number 20 5) Name of purchaser 21 6) Specific designation of job (name and location) 22 7) Specific class, design identification and designation of the concrete in 23 conformance with that employed in job specifications 24 8) Amount of concrete in cubic yards 25 9) Time loaded or of first mixing of cement and aggregates 26 10) Water added by receiver of concrete 27 11) Type and amount of admixtures 28 C. Subgrade 29 1. When manipulation or treatment of subgrade is required on the Drawings, the work 30 shall be performed in proper sequence with the preparation of the subgrade for 31 pavement. 32 2. The roadbed shall be excavated and shaped in conformity with the typical sections 33 and to the lines and grades shown on the Drawings or established by the City. 34 3. All holes, ruts and depressions shall be filled and compacted with suitable material 35 and, if required, the subgrade shall be thoroughly wetted and reshaped. 36 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be 37 corrected. 38 5. The subgrade shall be unifoiuily compacted to at least 95 percent of the maximum 39 density as determined by ASTM D698. 40 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 41 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 42 pavement to ensure its being in a firm and moist condition. 43 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 44 of the work. 45 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 46 place concrete pavement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 12 CONCRETE PAVING 1 2 Page 12 of 22 10. After the specified moisture and density are achieved, the Contractor shall maintain the subgrade moisture and density in accordance with this Section. 3 11. In the event that rain or other conditions may have adversely affected the condition 4 of the subgrade or base, additional tests may be required as directed by the City. 5 D. Placing and Removing Forms 6 1. Placing Forms 7 a. Forms for machine -laid concrete 8 1) The side forms shall be metal, of approved cross section and bracing, of a 9 height no less than the prescribed edge thickness of the concrete section, and a 10 minimum of 10 feet in length for each individual form. 11 2) Forms shall be of ample strength and staked with adequate number of pins 12 capable of resisting the pressure of concrete placed against them and the 13 thrust and the vibration of the construction equipment operating upon them 14 without appreciable springing, settling or deflection. 15 3) The forms shall be free from warps, bends or kinks and shall show no 16 variation from the true plane for face or top. 17 4) Forms shall be jointed neatly and tightly and set with exactness to the 18 established grade and alignment. 19 5) Forms shall be set to line and grade at least 200 feet, where practicable, in 20 advance of the paving operations. 21 6) In no case shall the base width be less than 8 inches for a form 8 inches or 22 more in height. 23 7) Forms must be in fiiui contact with the subgrade throughout their length 24 and base width. 25 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 26 or other additional supports may be necessary to provide the required 27 stability. 28 b. Forms for hand -laid concrete 29 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 30 inches in thickness or equivalent when wooden forms are used, or be of a 31 gauge that shall provide equivalent rigidity and strength when metal forms are 32 used. 33 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 34 wood forms shall be used. 35 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 36 shall be rejected. 37 2. Settling. When forms settle over 1/8 inch under finishing operations, paving 38 operations shall be stopped the forms reset to line and grade and the pavement then 39 brought to the required section and thickness. 40 3. Cleaning. Forms shall be thoroughly cleaned after each use. 41 4. Removal. 42 a. Forms shall remain in place until the concrete has taken its final set. 43 b. Avoid damage to the edge of the pavement when removing forms. 44 c. Repair damage resulting from form removal and honeycombed areas with a 45 mortar mix within 24 hours after form removal unless otherwise approved. 46 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 47 after a bulkhead for a transverse construction joint has been removed unless 48 otherwise approved. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 13 CONCRETE PAVING Page 13 of 22 1 e. When forms are removed before 72 hours after concrete placement, promptly 2 apply membrane curing compound to the edge of the concrete pavement. 3 E. Placing Reinforcing Steel, Tie, and Dowel Bars 4 1 General 5 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 6 as shown on the Drawings. 7 b. All reinforcing steel shall be clean, free from rust in the form of loose or 8 objectionable scale, and of the type, size and dimensions shown on the 9 Drawings. 10 c. Reinforcing bars shall be securely wired together at the alternate intersections 11 and all splices and shall be securely wired at each intersection dowel and load- 12 transmission unit intersected. 13 d. All bars shall be installed in their required position as shown on the Drawings. 14 e. The storing of reinforcing or structural steel on completed roadway slabs 15 generally shall be avoided and, where permitted, such storage shall be limited to 16 quantities and distribution that shall not induce excessive stresses. 17 2. Splices 18 a. Provide standard reinforcement splices by lapping and tying ends. 19 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 20 the Drawings. 21 3. Installation of Reinforcing Steel 22 a. All reinforcing bars and bar mats shall be installed in the slab at the required 23 depth below the finished surface and supported by and securely attached to bar 24 chairs installed on prescribed longitudinal and transverse centers as shown by 25 sectional and detailed drawings on the Drawings. 26 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 27 on the Drawings and shall he approved by the City prior to extensive fahriratinn 28 c. After the reinforcing steel is securely installed above the subgrade as specified 29 in Drawings and as herein prescribed, no loading shall be imposed upon the bar 30 mats or individual bars before or during the placing or finishing of the concrete. 31 4. Installation of Dowel Bars 32 a. Install through the predrilled joint filler and rigidly support in true horizontal 33 and vertical positions by an assembly of bar chairs and dowel baskets. 34 b. Dowel Baskets 35 1) The dowels shall be held in position exactly parallel to surface and 36 centerline of the slab, by a dowel basket that is left in the pavement. 37 2) The dowel basket shall hold each dowel in exactly the correct position so 38 firmly that the dowel's position cannot be altered by concreting operations. 39 c. Dowel Caps 40 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 41 direction. 42 5. Tie Bar and Dowel Placement 43 a. Place at mid -depth of the pavement slab, parallel to the surface. 44 b. Place as shown on the Drawings. 45 6. Epoxy for Tie and Dowel Bar Installation 46 1) Epoxy bars as shown on the Drawings. 47 2) Use only drilling operations that do not damage the surrounding operations. 48 3) Blow out drilled holes with compressed air. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 14 CONCRETE PAVING Page 14 of 22 1 4) Completely fill the drilled hole with approved epoxy before inserting the tie 2 bar into the hole. 3 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 4 F. Joints 5 1. Joints shall be placed where shown on the Drawings or where directed by the City. 6 2. The plane of all joints shall make a right angle with the surface of the pavement. 7 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 8 4. Joint Dimensions 9 a. The width of the joint shall be shown on the Drawings, creating the joint 10 sealant reservoir. 11 b. The depth of the joint shall be shown on the Drawings. 12 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 13 recommendations. 14 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 15 surface at the center of the joint. 16 5. Transverse Expansion Joints 17 a. Expansion joints shall be installed perpendicularly to the surface and to the 18 centerline of the pavement at the locations shown on the Drawings, or as 19 approved by the City. 20 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 21 approved by the City. 22 c. Dowel bars, shall be of the size and type shown on the Drawings, or as 23 approved by the City, and shall be installed at the specified spacing. .24 d. Support dowel bars with dowel baskets. 25 e. Dowels shall restrict the free opening and closing of the expansion join and 26 shall not make planes of weaknesses in the pavement. 27 f. Greased Dowels for Expansion Joints. 28 1) Coat dowels with a thin film of grease or other approved de -bonding 29 material. 30 2) Provide dowel caps on the lubricated end of each dowel bar. 31 g. Proximity to Existing Structures. When the pavement is adjacent to or around 32 existing structures, expansions joints shall be constructed in accordance with the 33 details shown on the Drawings. 34 6. Transverse Contraction Joints 35 a. Contraction or dummy joints shall be installed at the locations and at the 36 intervals shown on the Drawings. 37 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 38 approved by the City. 39 c. Dowel bars, shall be of the size and type shown on the Drawings, or as 40 approved by the City, and shall be installed at the specified spacing. 41 d. Joints shall be sawed into the completed pavement surface as soon after initial 42 concrete set as possible so that some raveling of the concrete is observed in 43 order for the sawing process to prevent uncontrolled shrinkage cracking. 44 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 45 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual 46 pavement thickness, or deeper if so indicated on the Drawings. 47 f. Complete sawing as soon as possible in hot weather conditions and within a 48 maximum of 24 hours after saw cutting begins under cool weather conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 15 CONCRETE PAVING Page 15 of 22 1 g. If sharp edge joints are being obtained, the sawing process shall be e sped up to 2 the point where some raveling is observed. 3 h. Damage by blade action to the slab surface and to the concrete immediately 4 - adjacent to the joint shall be minimized. 5 i. Any portion of the curing membrane which has been disturbed by sawing 6 operations shall be restored by spraying the areas with additional curing 7 compound. 8 7. Transverse Construction Joints 9 a. Construction joints formed at the close of each day's work or when the placing 10 of concrete has been stopped for 30-minutes or longer shall be constructed by 11 use of metal or wooden bulkheads cut true to the section of the finished 12 pavement and cleaned. 13 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 14 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 15 surface and at right angles to the centerline of the pavement. 16 d. Edges shall be rounded to 1/4 inch radius. 17 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 18 the work. 19 8. Longitudinal Construction Joints 20 a. Longitudinal construction joints shall be of the type shown on the Drawings. 21 9. Joint Filler 22 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 23 Drawings. 24 b. Redwood Board joints shall be used for all pavement joints except for 25 expansion joints that are coincident with a butt joint against existing 26 pavements. 27 c. Boards with less than 25-percent of moisture at the time of installation shall be 28 thoroughly wetted on the job. 29 d. Green lumber of much higher moisture content is desirable and acceptable. 30 e. The joint filler shall be appropriately drilled to admit the dowel bars when 31 required. 32 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 33 slab. The top edge shall be held approximately 1/2 inch below the fmished 34 surface of the pavement in order to allow the finishing operations to be 35 continuous. 36 g. The joint filler may be composed of more than one length of board in the 37 length of joint, but no board of a length less than 6 foot may be used unless 38 otherwise shown on the Drawings. 39 h. After the removal of the side forms, the ends of the joints at the edges of the 40 slab shall be carefully opened for the entire depth of the slab. 41 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 42 and as specified in Section 32 13 73. Materials shall generally be handled and 43 applied according to the manufacturer's recommendations as specified in Section 44 32 13 73. 45 G. Placing Concrete 46 1. Unless otherwise specified in the Drawings, the finished pavement shall be 47 constructed monolithically and constructed by machined laid method unless 48 impractical. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313 -16 CONCRETE PAVING Page 16 of 22 1 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 2 shall be distributed to the required depth and for the entire width of the pavement 3 by shoveling or other approved methods. 4 3. Any concrete not placed as herein prescribed within the time limits in the following 5 table will be rejected. Time begins when the water is added to the mixer. 6 Temperature — Time Requirements Concrete Temperature Max Time — minutes (at point of placement) (no retarding agent) Non -Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F Time maybe reduced by 75 City Above 75°F thru 90°F 60 90 Max Time — minutes (with retarding agent)1 75°F and Below 60 120 7 1 Normal dosage of retarder. 8 9 4. Rakes shall not be used in handling concrete. 10 5. At the end of the day, or in case of unavoidable interruption or delay of more than 11 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 12 placed in accordance with 3.4.F.7 of this Section. 13 6. Honeycombing 14 a. Special care shall be taken in placing and spading the concrete against the 15 forms and at all joints and assemblies so as to prevent honeycombing. 16 b. Excessive voids and honeycombing in the edge of the pavement, revealed by 17 the removal of the side forms, maybe cause for rejection of the section of slab 18 in which the defect occurs. 19 H. Finishing 20 1. Machine 21 a. Tolerance Limits 22 1) While the concrete is still workable, it shall be tested for irregularities with 23 a 10 foot straightedge placed parallel to the centerline of the pavement so as 24 to bridge depressions and to touch all high spots. 25 2) Ordinates measured from the face of the straightedge to the surface of the 26 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point of 27 contact. 28 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 29 than 1/8 inch. 30 4) Any surface not within the tolerance limits shall be reworked and 31 refinished. 32 b. Edging CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313 -17 CONCRETE PAVING Page 17 of 22 1 1) The edges of slabs and all joints requiring edging shall be carefully tooled 2 with an edger of the radius required by the Drawings at the time the concrete 3 begins to take its "set" and becomes non -workable. 4 2) All such work shall be left smooth and true to lines. 5 2. Hand 6 a. Hand finishing permitted only in intersections and areas inaccessible to a 7 finishing machine. 8 b. When the hand method of striking off and consolidating is permitted, the 9 concrete, as soon as placed, shall be approximately leveled and then struck off 10 with screed bar to such elevation above grade that, when consolidated and 11 finished, the surface of the pavement shall be at the grade elevation shown on 12 the Drawings. 13 c. A slight excess of material shall be kept in front of the cutting edge at all times. 14 d. The straightedge and joint finishing shall be as prescribed herein. 15 I. Curing 16 1, The curing of concrete pavement shall be thorough and continuous throughout the 17 , entire curing period. 18 2. Failure to provide proper curing as herein prescribed shall be considered as 19 sufficient cause for immediate suspension of the paving operations. 20 3. The curing method as herein specified does not preclude the use of any of the other 21 commonly used methods of curing, and the City may approve another method of 22 curing if so requested by the Contractor. 23 4. If any selected method of curing does not afford the desired results, the City shall 24 have the right to order that another method of curing be instituted. 25 5. After removal of the side fauns, the sides of the slab shall receive a like coating 26 before earth is banked against them. 27 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 28 as to cover the entire surfaces thoroughly and completely with a uniform film. 29 7. The rate of application shall be such as to ensure complete coverage and shall not 30 exceed 20-square-yards-per-gallon of curing compound. 31 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 32 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 33 curing period. 34 9. If for any reason the seal is broken during the curing period, it shall be immediately 35 repaired with additional sealing solution. 36 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 37 Materials, the curing compound shall provide a film which shall have retained 38 within the test specimen a percentage of the moisture present in the specimen when 39 the curing compound was applied according to the following. 40 11. Contractor shall maintain and properly repair damage to curing materials on 41 exposed surfaces of concrete pavement continuously for a least 72 hours. 42 J. Monolithic Curbs 43 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 44 back from the paving mixer, shall be placed within 20-minutes after being mixed. 45 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 46 shall be thoroughly worked with a wooden flat. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313 -18 CONCRETE PAVING Page 18 of 22 1 3. The exposed edges shall be rounded by the use of an edging tool to the radius 2 indicated on the Drawings. 3 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 4 K. Alley Paving 5 1. Alley paving shall be constructed in accordance with the specifications for concrete 6 paving hereinbefore described, in accordance with the details shown on the 7 Drawings, and with the following additional provisions: 8 a. Alley paving shall be constructed to the typical cross sections shown on the 9 Drawings. 10 b. Transverse expansion joints of the type shown on the Drawings shall be 11 constructed at the property line on each end of the alley with a maximum 12 spacing of 600 feet. 13 c. Transverse contraction and dummy joints shall be placed at the spacing shown 14 on the Drawings. 15 d. Contraction and dummy joints shall be formed in such a manner that the 16 required joints shall be produced to the satisfaction of the City. 17 e. All joints shall be constructed in accordance with this specification and filled 18 in accordance with the requirement of Section 32 13 73. 19 L. Pavement Leaveouts 20 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 21 provided at location indicated on the Drawings or as directed by the City. 22 2. The extent and location of each leaveout required and a suitable crossover 23 connection to provide for traffic movements shall be determined in the field by the 24 City. 25 3.5 REPAIR 26 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 27 specified in Section 32 01 29. 28 3.6 RE -INSTALLATION [NOT USED] 29 3.7 SITE QUALITY CONTROL 30 A. Concrete Placement 31 1. Place concrete using a fully automated paving machine. Hand paving only 32 permitted in areas such as intersections where use of paving machine is not 33 practical 34 a. All concrete pavement not placed by hand shall be placed using a fully 35 automated paving machine as approved by the City. 36 b. Screeds will not be allowed except if approved by the City. 37 B. Testing of Materials 38 1. Samples of all materials for test shall be made at the expense of the City, unless 39 otherwise specified in the special provisions or in the Drawings. 40 2. In the event the initial sampling and testing does not comply with the specifications, 41 all subsequent testing of the material in order to determine if the material is 42 acceptable shall be at the Contractor's expense at the same rate charged by the 43 commercial laboratories. CITY OF FORT WORTH - STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 321313 -19 CONCRETE PAVING Page 19 of 22 1 3. All testing shall be in accordance with applicable ASTM Standards and concrete 2 3 testing technician must be ACI certified or equivalent. C. Pavement Thickness Test 4 1. Upon completion of the work and before final acceptance and final payment shall 5 be made, pavement thickness test shall be made by the City. 6 2. The number of tests and location shall be at the discretion of the City, unless 7 otherwise specified in the special provisions or on the Drawings. 8 3. The cost for the initial pavement thickness test shall be the expense of the City. 9 4. In the event a deficiency in the thickness of pavement is revealed during normal 10 testing operations, subsequent tests necessary to isolate the deficiency shall be at 11 the Contractor's expense. 12 13 14 15 16 17 5. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 6. Where the average thickness of pavement in the area found to be deficient in thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be made at an adjusted price as specified in the following table. Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Inches Allowed 0.00 — 0.20 100 percent 0.21 — 0.30 80 percent 0.31 — 0.40 70 percent 0.41 — 0.50 60 percent 18 19 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 20 more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever 21 is greater, shall be evaluated by the City. 22 8. If, in the judgment of the City the area of such deficiency should not be removed 23 and replaced, there shall be no payment for the area retained. 24 9. If, in the judgment of the City, the area of such deficiency warrants removal, the 25 area shall be removed and replaced, at the Contractor's entire expense, with 26 concrete of the thickness shown on the Drawings. 27 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 28 than 1/10 of the plan thickness, whichever is greater, shall be removed and 29 replaced, at the Contractor's entire expense, with concrete of the thickness shown 30 on the Drawings. 31 11. No additional payment over the contract unit price shall be made for any pavement 32 of a thickness exceeding that required by the Drawings. 33 D. Pavement Strength Test 34 1. During the progress of the work the City shall provide trained technicians to cast 35 test cylinders for conforming to ASTM C31, to maintain a check on the 36 compressive strengths of the concrete being placed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 20 CONCRETE PAVING Page 20 of 22 1 2. After the cylinders have been cast, they shall remain on the job site and then 2 transported, moist cured, and tested by the City in accordance with ASTM C31 and 3 ASTM C39. 4 3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at 5 28 days, and 1 cylinder shall be held or tested at 56 days, if necessary. 6 4. If the 28 day test results indicate deficient strength, the Contractor may, at its option 7 and expense, core the pavement in question and have the cores tested by an 8 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except 9 the average of all cores must meet 100 percent of the minimum specified strength, 10 with no individual core resulting in less than 90 percent of design strength, to 11 override the results of the cylinder tests. 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the Contractor. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the Contractor's expense as show in the following table. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Percent Deficient Greater Than 0 percent - Not More Than 10 percent Greater Than 10 percent - Not More Than 15 percent Greater Than 15 percent Percent of Contract Price Allowed 90-percent 80-percent 0-percent or removed and replaced at the entire cost and expense of Contractor as directed by City 7. The amount of penalty shall be deducted from payment due to Contractor; such as penalty deducted is to defray the cost of extra maintenance. 8. The strength requirements for structures and other concrete work are not altered by the special provision. 9. No additional payment over the contract unit price shall be made for any pavement of strength exceeding that required by the Drawings and/or specifications. 26 E. Cracked Concrete Acceptance Policy 27 1. If cracks exist in concrete pavement upon completion of the project, the Project 28 Inspector shall make a determination as to the need for action to address the 29 cracking as to its cause and recommended remedial work. 30 2. If the recommended remedial work is routing and sealing of the cracks to protect 31 the subgrade, the Inspector shall make the determination as to whether to rout and 32 seal the cracks at the time of finalinspection and acceptance or at any time prior to 33 the end of the project maintenance period. The Contractor shall perform the routing 34 and sealing work as directed by the Project Inspector, at no cost to the City, 35 regardless of the cause of the cracking. 36 3. If remedial work beyond routing and sealing is determined to be necessary, the 37 Inspector and the Contractor will attempt to agree on the cause of the cracking. If 38 agreement is reached that the cracking is due to deficient materials or workmanship, 39 the Contractor shall perform the remedial work at no cost to the City. Remedial 40 work in this case shall be limited to removing and replacing the deficient work with 41 new material and workmanship that meets the requirements of the contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 21 CONCRETE PAVING Page 21 of 22 1 4. If remedial work beyond routing and sealing is determined to be necessary, and the 2 Inspector and the Contractor agree that the cause of the cracking is not deficient 3 materials or workmanship, the City may request the Contractor to provide an 4 estimate of the cost of the necessary remedial work and/or additional work to 5 address the cause of the cracking, and the Contractor will perform that work at the 6 agreed -upon price if the City elects to do so. 7 5. If remedial work is necessary, and the Inspector and the Contractor cannot agree on 8 the cause of the cracking, the City may hire an independent geotechnical engineer 9 to perform testing and analysis to determine the cause of the cracking. The 10 contractor will escrow 50 percent of the proposed costs of the geotechnical contract 11 with the City. The Contractor and the City shall use the services of a geotechnical 12 firm acceptable to both parties. 13 6. If the geotechnical engineer determines that the primary cause of the cracking is the 14 Contractor's deficient materialor workmanship, the remedial work will be 15 performed at the Contractor's entire expense and the Contractor will also reimburse 16 the City for the balance of the cost of the geotechnical investigation over and above 17 the amount that has previously been escrowed. Remedial work in this case shall be 18 limited to removing and replacing the deficient work with new material and 19 workmanship that meets the requirements of the contract. 20 7. If the geotechnical engineer determines that the primary cause of the cracking is not 21 the Contractor's deficient material or workmanship, the City will return the 22 escrowed funds to the Contractor. The Contractor, on request, will provide the City 23 an estimate of the costs of the necessary remedial work and/or additional work and 24 will perform the work at the agreed -upon price as directed by the City. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 13 13 - 22 CONCRETE PAVING 1 END OF SECTION DATE NAME 12/20/2012 Revision Log SUMMARY OF CHANGE 1.2.A — Modified items to be included in price bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 22 of 22 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-012013 1 2 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 SECTION 32 91 19 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART 1 —GENERAL 4 1.1 SON/MARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Top Soil- Where directed by the engineer, top soil shall be applied in accordance 9 with "Top Soil Placement and Parkway Finishing" (32 91 19) except as follows: All 10 labor, equipment, tools and incidentals shall be included in the Square Yard bid 11 price for top soil. 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. Measurement 18 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 19 2. Payment 20 a. The work performed and materials furnished in accordance with this Item and 21 measured as provided under "Measurement" will be paid for at the unit price 22 bid per cubic yard of Topsoil. 23 b. All excavation required by this Item in cut sections shall be measured in 24 accordance with provisions for the various excavation items involved with the 25 provision that excavation will be measured and paid for once, regardless of the 26 manipulations involved. 27 3. The price bid shall include: 28 a. Furnishing Topsoil 29 b. Loading 30 c. Hauling 31 d. Placing 32 1.3 REFERENCES [NOT USED] 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 ACTION SUBMITTALS [NOT USED] 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY, STORAGE, AND DANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 32 91 19 - 2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 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. Topsoil 7 1. Use easily cultivated, fertile topsoil that: 8 a. Is free from objectionable material including subsoil, weeds, clay lumps, non- 9 soil materials, roots, stumps or stones larger than 1.5 inches 10 b. Has a high resistance to erosion 11 c. Is able to support plant growth 12 2. Secure topsoil from approved sources. 13 3. Topsoil is subject to testing by the City. 14 4. pH: 5.5 to 8.5. 15 5. Liquid Limit: 50 or less 16 6. Plasticity Index: 20 or less 17 7. Gradation: maximum of 10 percent passing No. 200 sieve 18 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 19 of vegetation 20 2.3 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 EXAMINATION [NOT USED] 25 3.3 PREPARATION [NOT USED] 26 3.4 INSTALLATION 27 A. Finishing of Parkways 28 1. Smoothly shape parkways, shoulders, slopes, and ditches. 29 2. Cut parkways to finish grade prior to the placing of any improvements in or 30 adjacent to the roadway. 31 3. In the event that unsuitable material for parkways is encountered, extend the depth 32 of excavation in the parkways 6 inches and backfill with top soil. 33 4. Make standard parkway grade perpendicular to and draining to the curb line. 34 a. Minimum. 1/4 inch per foot 35 b. Maximum:4:1 36 c. City may approve variations from these requirements in special cases. 37 5. Whenever the adjacent property is lower than the design curb grade and runoff 38 drains away from the street, the parkway grade must be set level with the top of the 39 curb. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 329119-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 6. The design grade from the parkway extends to the back of the walk line. 2 7. From that point (behind the walk), the grade may slope up or down at maximum 3 slope of 4:1. 4 B. Placing of Topsoil 5 1. Spread the topsoil to a uniform loose cover at the thickness specified. 6 2. Place and shape the topsoil as directed. 7 3. Hand rake finish a minimum of 5 feet from all flatwork. 8 4. Tamp the topsoil with a light roller or other suitable equipment. 9 3.5 REPAIR/RESTORATION] [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 1 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 7 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Water Meter and Meter Box Relocation and Adjustment- This item shall 11 include raising or lowering an existing meter box to the parkway grade specified. 12 No payment will be made for adjusting existing boxes which are within 0.001 feet 13 of specified parkway grade. The unit price bid shall be full and sufficient payment 14 for all labor, equipment and materials used in the adjustment of the meter box. 15 2. Adjust Water Valve Boxes, Manholes and Vaults- Contractor will be responsible 16 for adjusting water valve boxes, manholes and vaults to match new pavement 17 grade. The unit price bid will be full payment for materials including all labor, 18 equipment, tools and incidentals necessary to complete the work. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 21 Contract 22 2. Division 1 23 3. Section 32 24 4. Section 32 25 5. Section 33 26 6. Section 33 27 7. Section 33 28 8. Section 33 29 9. Section 33 30 10. Section 33 31 11. Section 33 32 12. Section 33 — Bidding Requirements, Contract Forms, and Conditions of the — General Requirements 01 17 — Permanent Asphalt paving Repair 01 29 — Concrete Paving Repair 05 10 — Utility Trench Excavation, Embedment and Backfill 05 13 — Frame, Cover and Grade Rings 39 10 — Cast -in -Place Concrete Manholes 39 20 — Precast Concrete Manholes 12 20 — Resilient Seated (Wedge) Gate Valve 12 21 — AWWA Rubber -Seated Butterfly Valve 04 11 — Corrosion Control Test Station 04 12 — Magnesium Anode Cathodic Protection System 33 1.2 PRICE AND PAYMENT PROCEDURES 34 A. Measurement and Payment 35 1 Manhole — Minor Adjustment 36 a. Measurement 37 1) Measurement for this Item shall be per each adjustment using only grade 38 rings or other minor adjustment devices to raise or lower a manhole to a 39 grade as specified on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 33 05 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 b. Payment 2 1) The work performed and the materials furnished in accordance with this 3 Item will be paid for at the unit price bid per each "Manhole Adjustment, 4 Minor" completed. 5 c. The price bid shall include: 6 1) Pavement removal 7 2) Excavation 8 3) Hauling 9 4) Disposal of excess material 10 5) Grade rings or other adjustment device 11 6) Reuse of the existing manhole frame and cover 12 7) Furnishing, placing and compaction of embedment and backfill 13 8) Concrete base material 14 9) Permanent asphalt patch or concrete paving repair, as required 15 10) Clean-up 16 2. Manhole - Major Adjustment 17 a. Measurement 18 1) Measurement for this Item shall be per each adjustment requiring structural 19 modifications to raise or lower a manhole to a grade as specified on the 20 Drawings. 21 b. Payment 22 1) The work performed and the materials furnished in accordance with this 23 Item will be paid for at the unit price bid per each "Manhole Adjustment, 24 Major" completed. 25 c. The price bid shall include: 26 1) Pavement removal 27 2) Excavation 28 3) Hauling 29 4) Disposal of excess material 30 5) Structural modifications, grade rings or other adjustment device 31 6) Reuse of the existing manhole frame and cover 32 7) Furnishing, placing and compaction of embedment and backfill 33 8) Concrete base material 34 9) Permanent asphalt patch or concrete paving repair, as required 35 10) Clean-up 36 3. Manhole - Major Adjustment with Frame and Cover 37 a. Measurement 38 1) Measurement for this Item shall be per each adjustment requiring structural 39 modifications to raise or lower a manhole to a grade specified on the 40 Drawings or structural modifications for a manhole requiring a new frame 41 and cover, often for changes to cover diameter. 42 b. Payment 43 1) The work performed and the materials furnished in accordance with this 44 Item will be paid for at the unit price bid per each "Manhole Adjustment, 45 Major w/ Cover" completed. 46 c. The price bid shall include: 47 1) Pavement removal 48 2) Excavation 49 3) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 4) Disposal of excess material 2 5) Structural modifications, grade rings or other adjustment device 3 6) Frame and cover 4 7) Furnishing, placing and compaction of embedment and backfill 5 8) Concrete base material 6 9) Permanent asphalt patch or concrete paving repair, as required 7 10) Clean-up 8 4. inlet 9 a. Measurement 10 1) Measurement for this Item shall be per each adjustment requiring structural 11 modifications to inlet to a grade specified on the Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each "Inlet Adjustment" 15 completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications 22 6) Furnishing, placing and compaction of embedment and backfill 23 7) Concrete base material, as required 24 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 25 required 26 9) Clean-up 27 5. Valve Box 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment to a grade specified 30 on the Drawings. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item will be paid for at the unit price bid per each "Valve Box Adjustment" 34 completed. 35 c. The price bid shall include: 36 1) Pavement removal 37 2) Excavation 38 3) Hauling 39 4) Disposal of excess material 40 5) Adjustment device 41 6) Furnishing, placing and compaction of embedment and backfill 42 7) Concrete base material, as required 43 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 44 required 45 9) Clean-up 46 6. Cathodic Protection Test Station 47 a. Measurement 48 1) Measurement for this Item shall be per each adjustment to a grade specified 49 on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page4of7 1 b. Payment 2 1) The work perfoiuied and the materials furnished in accordance with this 3 Item will be paid for at the unit price bid per each "Cathodic Protection 4 Test Station Adjustment" completed. 5 c. The price bid shall include: 6 1) Pavement removal 7 2) Excavation 8 3) Hauling 9 4) Disposal of excess material 10 5) Adjustment device 11 6) Furnishing, placing and compaction of embedment and backfill 12 7) Concrete base material, as required 13 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 14 required 15 9) Clean-up 16 7. Fire Hydrant 17 a. Measurement 18 1) Measurement for this Item shall be per each adjustment requiring stem 19 extensions to meet a grade specified by the Drawings. 20 b. Payment 21 1) The work performed and the materials furnished in accordance with this 22 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 23 Extension" completed. 24 c The price bid shall include: 25 1) Pavement removal 26 2) Excavation 27 3) Hauling 28 4) Disposal of excess material 29 5) Adjustment materials 30 6) Furnishing, placing and compaction of embedment and backfill 31 7) Concrete base material, as required 32 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 33 required 34 9) Clean-up > � ,,,. - , 35 8. Miscellaneous Structure This l�.c:.rr is intended a �.�rrr�..._: s�trrrt�rr.T�e. �at11�;�..�7 36 should d include details to iden iii' the .Specific structure (i.c'. 1127scc clan ous Strik:Diuc 37 24,1‘j !st tent, Sta. 1.1...00) 38 a. Measurement 39 1) Measurement for this Item shall be per each adjustment requiring structural 40 modifications to said structure to a grade specified on the Drawings. 41 b. Payment 42 1) The work performed and the materials furnished in accordance with this 43 Item will be paid for at the unit price bid per each "Miscellaneous Structure 44 Adjustment" completed. 45 c. The price bid shall include: 46 1) Pavement removal 47 2) Excavation 48 3) Hauling 49 4) Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 5) Structural modifications 2 6) Furnishing, placing and compaction of embedment and backfill 3 7) Concrete base material 4 8) Permanent asphalt patch or concrete paving repair, as required 5 9) Clean-up 6 1.3 REFERENCES 7 A. Definitions 8 1. Minor Adjustment 9 a. Refers to a small elevation change performed on an existing manhole where the 10 existing frame and cover are reused. 11 2. Major Adjustment 12 a. Refers to a significant elevation change performed on an existing manhole 13 which requires structural modification or when a 24-inch ring is changed to a 14 30-inch ring. 15 B. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Texas Commission on Environmental Quality (TCEQ): 20 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 21 Related Structures. 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS [NOT USED] 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 F I F LD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS 32 2.1 OWNER -FURNISH ED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 33 2.2 MATERIALS 34 A. Cast -in -Place Concrete 35 1. See Section 03 30 00. 36 B. Modifications to Existing Concrete Structures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 03 80 00. 2 C. Grade Rings 3 1. See Section 33 05 13. 4 D. Frame and Cover 5 1. See Section 33 05 13. 6 E. Backfill material 7 1. See Section 33 05 10. 8 F. Water valve box extension 9 1. See Section 33 12 20. 10 G. Corrosion Protection Test Station 11 1. See Section 33 04 11. 12 H. Cast -in -Place Concrete Manholes 13 1. See Section 33 39 10. 14 I. Precast Concrete Manholes 15 1. See Section 33 39 20. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION 21 A. Verification of Conditions 22 1. Examine existing structure to be adjusted, for damage or defects that may affect 23 grade adjustment. 24 a. Report issue to City for consideration before beginning adjustment. 25 3.3 PREPARATION 26 A. Grade Verification 27 1. On major adjustments confirm any grade change noted on Drawings is consistent 28 with field measurements. 29 a. If not, coordinate with City to verify final grade before beginning adjustment. 30 3.4 ADJUSTMENT 31 A. Manholes, Inlets, and Miscellaneous Structures 32 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 33 30-inch frame and cover assembly per TCEQ requirement. 34 2. On manhole major adjustments, inlets and miscellaneous structures protect the 35 bottom using wood forms shaped to fit so that no debris blocks the invert or the 36 inlet or outlet piping in during adjustments. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page7of7 1 a. Do not use any more than a 2-piece bottom. 2 3. Do not extend chimney portion of the manhole beyond 24 inches. 3 4. Use the least number of grade rings necessary to meet required grade. 4 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 5 rings. 6 B. Valve Boxes 7 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 8 the Drawings. 9 C. Backfill and Grading 10 1. Backfill area of excavation surrounding each adjustment in accordance to Section 11 33 05 10. 12 D. Pavement Repair 13 1. If required pavement repair is to be performed in accordance with Section 32 01 17 14 or Section 32 01 29. 15 3.5 REPAIR / RESTORATION [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES. [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION Revision Log 26 DATE NAME 12/20/2012 D. Johnson SUMMARY OF CHANGE 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site - None GC-6.06.D Minority and Women Owned Business Enterprise Compliance MBE Good Faith Effort Form MBE Joint Venture Eligibility Fotiii MBE Prime Contractor Waiver Form MBE Specifications — Special Instructions for Bidders MBE Subcontractors/Suppliers Utilization Form GC-6.07 Wage Rates Mayor and Council Communication (30 Wage Rates / **G-16190) Heavy & Highway construction Prevailing Wage Rates 2008 GC-6.09 Permits and Utilities - None GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements — None PAVING DETAILS D520- Asphalt Pavement Trench Repair — Arterial & Industrial Streets D521- Asphalt Pavement Trench Repair — Residential Streets D522- Concrete Pavement Trench Repair — Arterial & Industrial Streets D523- Concrete Pavement Trench Repair — Residential Streets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GC-4.01 Availability of Lands None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GC-4.02 Subsurface and Physical Conditions None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GC-4.04 Underground Facilities None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GC-4.06 Hazardous Environmental Condition at Site None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GC-6.06.D Minority and Women Owned Business Enterprise Compliance MBE — Good Faith Effort Form MBE — Joint Venture Eligibility Form MBE — Prime Contractor Waiver Form MBE — Special Instructions for Bidders MBE — Subcontractors/Suppliers Utilization Form CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications ,SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is MBE PROJECT GOALS 1 0 % of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted, 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN I THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 5/30/12 FORT WORTH PRIME COMPOY NAME: PROJECT NAME: City of Fort Worth MBE Subcontractors/Suppliers Utilization Form sZ 1 - f LL e4) ,,1- C LiG -�L)7 /Z-0f4Ci- City's MBE Project Goal: ID % ATTACHMENT 1A Page 1 of 4 Check applicable block to describe prime MAN/DBE NON-MBA/DBE BID DATE Prime's MBE Project Commitment: PROJECT NUMBER 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 Managing Department on or before 5:00 p.m. five (5) City business days 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. Marketplace is the geographic area of Tarrant. Dallas, Denton, Johnson, Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, 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 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 prime 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 -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FOR rWORTH ATTACHMENT 1A Page2of4 Primes 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. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet ah MBE goal. Attach N NCTRCA Certificate o SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Dollar Amount Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E $!l. -cA, I Rl / L Cz 4-t-r Ltr P4 Cal c c� e0plQ6kd t� I( (too G�,-y-t--1 - c''' ' in• 41�5 Rev. 5/30/12 FORT FORTH ATTACHMENT 1A Page 3of4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Detail Detail Company Name 1 Subcontracting Supplies Dollar Amount Address e M W S M Work Purchased Telephone/Fax r' B B B B E E E E E Rev. 5/30/12 FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL. DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS ATTACHMENT 1A Page 4 of 4 The Contractor 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 contractor 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 bidder 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. 4-1; Author'izet Signature Printed Signature Title Contact Name/Title (if different) Company Name Telephone and/or Fax Address City/State/Zip E-mail Address tr 1 ( C i Date Rev. 5/30/12 ATTACHMENT 1B FORT WORTH Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: PROJECT NAME: Utility Cut Repair Contract 2013 City's MBE Project Goal: 10 % Prime's MBE Project Commitment: Check applicable block to describe prime I I M/W/DBE NON-M/M/DBE BID DATE January 16, 2014 PROJECT NUMBER UC-01 2013 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m.. five (5) City business days after bid opening. exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. YES NO YES NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs .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 contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different Phone Number Email Address Date Fax Number Rev. 5/30/12 FORT WORTH ----� City of Fort Worth MBE Good Faith Effort Form ATTACHMENT 1C Page 1 of 3 PRIME COMPANY NAME Check applicable block to describe prime PROJECT NAME: MAN/DBE NON-MA/DBE Utility Cut Repair Contract 2013 City's MBE Project Goal: 10 °� 0 Prime's MBE Project Commitment: BID DATE January 16, 2014 PROJECT NUMBER UC-01 2013 IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-resp,?nsive to bid specifications. t4fAci h ce.• 6n i L2 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT IC Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. _FrYes Date of Listing No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? nY• es (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) PI N• o 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bidsare opened? n Y• es n No (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? n Yes ❑ No (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. INOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? n Yes r] No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? n Yes n No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 10,Was the contact information on any of the listings not valid? Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) n No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work I Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed 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 shall create a material breach of Rev. 5/30/12 ATTACHMENT 1C Page 4 of 3 contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not Tess than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be con fr ted and the reasons for not using them will be verified by the City's M/WBE. 0 fFiorized Signature Title 4-/ ' .5246t� Cde-- — Company Name Address '7176,4— City/State/Zip -�z✓a 5 Printed Signature Contact Name and Title (if different) 017-55e `Z-5° Phone Number Fax Number Email Address 4//1 / / 4- Date Rev. 5/30/12 FORT WORT Name of City project: utility Cut 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Cellular: MBE firm name: Business Address: CITY OF FORT WORTH MBE Joint Venture E1itibility Form All questions must be answered; use "N/A" if not applicable. Repair Contract 2013 A joint venture form must be completed on each project RFP/Bid/Purchasing Number: uc-o1 2013 Facsimile: E-mail address: Joint Venture Page 1 of 3 Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture ' Non -MBE firm name: Business Address: City, State, Zip: Telephone Cellular Certification Status: Facsimile Name of Certifying Agency: E-mail 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: City, State, Zip: Telephone Cellular E-mail address Facsimile Describe the scope of work of the non -MBE: Rev. 5/30/12 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/wBE Office immediately for approval. 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 City's BDE Ordinance. Rev. 5/30/12 Joint Venture Page 3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this j oint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts.___ Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of 1 On this day of 20 , before me appeared to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev. 5/30/12 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality; Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manaaer's Office bv: Originating Department Head: Additional Information Contact: • Fernando Costa (8476) A. Douglas Rademaker (6157) Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 1 Asphalt Distributor Operator $13.99 1 Asphalt Paving Machine Operator $12.78 1 Asphalt Raker $11,01 1 Asphalt Shoveler $ 8.80 1 Batching Plant Weigher $14.15 1 Broom or Sweeper Operator $ 9.88 1 Bulldozer Operator $13.22 1 Carpenter $12.80 1 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12,00 i1 Concrete Paving Finishing Machine Operator $13,63 1 Concrete Paving Joint Sealer Operator $12,50 1 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 1 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 1 Electrician $18.12 1 Flagger $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter, Paving & Curb $11.83 1 Foundation Drill Operator, Crawler Mounted $13.67 1 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $12.62 1 Laborer, Common $ 9.18 1 Laborer, Utility 1 $10.65 Mechanic I $16.97 Milling Machine Operator, Fine Grade 1 $11.83 Mixer Operator $11.58 Motor Grader Operator, Fine Grade $15.20 1 Motor Grader Operator, Rough $14,50 Oiler $14,98 Painter, Structures $13.17 1 Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing Steel Setter, Paving $14.86 1 Reinforcing Steel Setter, Structure $16.29 1 Roller Operator, Pneumatic, Self -Propelled $11.07 1 Roller Operator, Steel Wheel, Flat Wheel/Tamping $10.92 1 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12,60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 1 Welder $13.57 Work Zone Barricade Servicer $10.09 1 GC-6.09 Permits and Utilities None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GC-6.24 Nondiscrimination None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 GR-01 60 00 Product Requirements None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 PAVING DETAILS D520 - Asphalt Pavement Trench Repair — Arterial & Industrial Streets D521 — Asphalt Pavement Trench Repair — Residential Streets D522 — Concrete Pavement Trench Repair — Arterial & Industrial Streets D523 — Concrete Pavement Trench Repair — Residential Streets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2013 Project No. UC-01 2013 NOTE TO DESIGNER: WHERE ASPHALT EXISTS OVER CONCRETE PAVEMENT, THE ENGINEER SHALL PREPARE A PROJECT SPECIFIC DETAIL APPROVED BY T/PW. SAW -CUT (TYP.) EXISTING TREATED? SUBGRADE (IF ANY) PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 TACK COAT --\ FQRT TRENCH REPAIR UMITI CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER SECTION 03 34 16 !4—sr + + + t •F •f + + + f 4 + 4++ 4. 4. 4 4+++ 4 4- 4 + + k 4 4 4 .1. « + } ++ .— + a + + + k a + + + «+ k i+. + + i I I ! kk + + + a �•� BACKFILL MATERIAL + + + TRENCH WALL ASPHALT TO BE PLACED IN TWO LIFTS EXISTING HMAC PAVEMENT UNDISTURBED SUBGRADE CITY OF FORT WORTH, TEXAS ASPHALT PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS REVISED: 08-31-2012 32 01 17-D520 NOTE TO DESIGNER: WHERE ASPHALT EXISTS• OVER CONCRETE PAVEMENT, THE ENGINEER SHALL PREPARE A PROJECT SPECIFIC DETAIL APPROVED BY T/PW. SAW -CUT (TYP.) EXISTING TREATED TRENCH REPAIR LIMITS SUBGRADE (IF ANY) /// PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 TACK COAT CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER SECTION 03 34 16 BACKFILL MATERIAL oirE 1÷NVorr 0 • .0 • + + 0 4 4.. 4. TRENCH WALL EXISTING HMAC PAVEMENT VA ES UNDISTURBED SUBGRADE CITY OF FORT WORTH, TEXAS ASPHALT PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS REVISED: 08-31-2012 32 01 17-D521 CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 (TYP.) EXISTING TREATED SUBGRADE (IF ANY) TRENCH REPAIR CLASS 'H' CONCRETE - PAVING PER SECTION 32 13 13 OR 'HES' IF DESIGNATED ON DRAWINGS 1 I. I STRENGTH AND .11 • t THICKNESS TESTING SHALL BE PERFORMED • PER SECTION 32 13 13 LIMITS JOINTING SHALL MATCH EXISTING LOCATIONS AND TYPES AS CLOSELY AS POSSIBLE #4 BARS (1III 12" 0.C.E.W. -#4x18" DEFORMED BARS DOWELED AND EPDXYED MIN. 6" INTO EXISTING PAVEMENT 0 12" 0.C. (TYP.) EXISTING 7- CONCRETE PAVEMENT NOTE: • FOR CONCRETE STREETS < 10 YRS OLD DIMENSION "X" SHALL EXTEND TO END OF PANEL, OTHERWISE "X" SHALL BE 12" + + • • • • + • • • • + 4 • 11 l'4'-g4 I 17 + + M + + 3-7.5: .M.111.A;;;• + + m 4 + • ÷ 4IiI - + + + M + .11 BACKFILL MATERIAL TRENCH WALL UNDISTURBED SUBGRADE CITY OF FORT WORTH, TEXAS FORT WORTH CONCRETE PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS REVISED: 08-31-2012 32 01 29-D522 CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 (TYP.) EXISTING TREATED SUBGRADE (IF ANY) STRENGTH AND THICKNESS TESTING SHALL BE PERFORMED PER SECTION 32 13 13 TRENCH CLASS 'H' CONCRETE PAVING PER SECTION 32 13 13 OR 'HES' IF DESIGNATED ON DRAWINGS ef REPAIR LIMITC JOINTING SHALL MATCH EXISTING LOCATIONS AND TYPES AS CLOSELY AS POSSIBLE r #4 BARS ® 18" O.C.E.W. :CA; ..,;i+'[I.°3.0" + + + + + + + + • + + + i + + + + + + • + + + + • _ .:. 6 +,.i + + + a + + + + • + + + •+ + • + + + + + + + + + +++++++++ all. ' + + +++4. BACKFILL MATERIAL F2RTH TRENCH WALL #4x18" DEFORMED BARS DOWELED AND EPDXYED MIN. 6" INTO EXISTING PAVEMENT ® 18" 0.C. (TYP.) EXISTING CONCRETE PAVEMENT UNDISTURBED SUBGRADE NOTE: • FOR CONCRETE STREETS < 10 YRS OLD DIMENSION "X" SHALL EXTEND TO END OF PANEL, OTHERWISE "X" SHALL BE 12" CITY OF FORT WORTH, TEXAS CONCRETE PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS REVISED: 08-31-2012 32 01 29-D523