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Home My WebLink AboutContract 53179FORT MTfi� '6 PROTECT MANUAL FOR THE CONSTRUCTION OF CITY SECIRFTA+ !73 19 CANT C'I' NO. SILVER CREED ROAD IMPROVEMENTS — PHASE 2 Betsy Price Mayor City Project No. 02101 David Cooke City Manager William Johnson I Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department 201.9 ggOF7 i+. :.. f GEORGE A BENMANESH L M V I= n anc-rarin , hi . 5-29-2019 Committed to Excellence MV Engineering, Inc. 100 East 161h Street, Suite 116 Fort Worth, Texas 76102 TSPE REG: NO. F-4974 OFruCRAL RECORD CRW SECRETARY n' . WORTHO TX j FORT WORTH.. MMMO, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 -1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 ProposaI Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 00 45 13 Bidder Prequaliflcation Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01- General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 5713 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised February 2, 2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: http://fortworthtexas.gov/tpw/contractors/ Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03 80 00 Modifications to Existing Concrete Structures Division 31- Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 2400 Embankments 31 25 00 Erosion and Sediment Control 31 3700 Riprap Division 32 - Exterior Improvements 32 01 29 Concrete Paving Repair 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 1723 Pavement Markings 323126 Wire Fences and Gates 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydra -Mulching, Seeding, and Sodding Division 33 - Utilities 3305 13 Frame, Cover and Grade Rings -Cast Iron 3305 13.01 Frame, Cover and Grade Rings -Composite 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3441 30 Aluminum Signs 3471 13 Traffic Control CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised February 2, 2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised February 2, 2016 City of Fort Worth, Texas Mayor and Council Communication DATE. Tuesday, October 22. 2019 REFERENCE NO.., M&Q 19-0262 LOG NAME: 20SILVER GREEK BOAS RECONSTRUCTION SUBJECT: Adapt an Appropriation Ordinaarice DacreaasIng Approp riation 5 In the 2014 Borid Fund f ru m TImberlend 8oulrrvard 1n the Amount of S 1,000.000:00, and Adapt an Apprnprfation Ordinonce JncreasIng Appropriatlons In the 2014 H rrd 1<urrd for the Silver Creak Road Project in the Amount of 51,250,GOO, 00, and Authorize the Execution of a Con8tructl0n Contract with Texas Materials dba JLB Contmcttng In the Am-K)-unt of $4.918.903.64 for Roadway Constructlan far Silver Creek Read from City of Fort Worth Limits to Erawar Nigh School (COUNCIL DISTRICT 7) REC-OMMENDATION: It Is recommendod That the Clty Qouncll- 1, Adfapt ilia attached Appropdallari Ordinance dacmasing appropriations of $Ir000,000.i10 In 2014 Bond Funds from TEmbedand Boulevard (CPN CO2 88); 2. Adopt the attachad Approprlation Ordinance Increasif:g appropriations in the a; miount of $1,250.000-00 In 2014 Bend Funds for Silver Creek Road (CPN CO2101); and 3. Authadze the execution of a construction con tracl wits, Texas #k+leateriaals dba JLE Uonfrracting in the amount of $4, 18,903.64 for 8 liver Creek Road from City -of l=cart Worth IImits to Brewer 11igh School (CPN CO2101 }, DISCUSSION: The 2014 Board Program provides funding for irrtprovemen Is to Silver Creek Road Phase 2 from Brower High School (White Seltlement fSD} ti) the Fear Worth City Ilmits. This seetlon of Silver Creek Road Is currently a daIarloraated two-lane asphalt road, The construction will include rah abilitation of khe.exIGIIng t1i O-lane rioadway with asphalt pavement, wldening of shoulders and drainage irnprovernenw. -Me pr,ojec;t was advertised with a base 1W and an alternate bid. The base bid is ffom Brewer High Scholl to Live Oak Creek, ancludlog reconslructi+un of the entire wldth of he road, widened Shoulders and Irproved drBin anga culverts. The aItarnaate bld Is from Live Oak Creels to the Fart Worth clLy IIm[i;s, Including widened shoulders arid Improved drainage cWveAs. The base BId and AItanste 13id are. recornmend+ad for award. The construction corrlract wl11 be funded through the 2014 Borer! Program_ Available resources with In the Gen aral Fund wlII be used to provide interlm financing for these +expenses until debt Is issued. Once debt assoclated wlwh this project Is sold, bond proceeds -will reimburse the General Fund in accordance with the s[atomen t expressing ofilclaal InIan I to Reimburse that was dopled es par[ of the ordinance awaartvass]ng the i}and election (Ordinance No, 21 41-Ora-2014). The construction will also be funded through rQSfduaal funds frum Tim berland Boulevard, anolher 2014 Bond Program project. In lire 2U14 13a41d Package. Timberland was awarded a total of $14,501,009.00 ror the constra_aotlon of Timberland Boulevard from Excelsior Lane to U S 37-7 and Park VIst;a Boulevard from Caylor Road to Tlrnberland $oulevaard. On June 7, 2018 a total ,of $519,073,40 was added to the project through a davefoper contribution from Steadman Farms (M&C C-2T750). Or) December 5, 2017 a total of $526,970,00 was added to the project through an Interlocal aagraaernent with the City of Keller (M&C O- 28491). On May 14, 2010 a total of $600.000.00 way added lathe project from Impact Ferns (M&C G- 29127). The project Is not complete, however the final phase of T'Imberland is enca.rmbered with the construction and material testing contra rlis and there Is an i5amass of $1,000,000.00 of 2014 funcfs that wffl not. bo used on the project_ The rinaal phase of Timbefland is one third complete and the project team Is confdent it will not need additional funds at a future data. The Silver Creek project Is irk need of additional funds bee-,eusa con slruclIGn prices have. Increaased since the orJglrreI estlmsis was produced In 2013. Silver Creek Road fTGs n Lt-ra Oak Creek to Brewer High 50ooi was advear0sed June 6, 2019 and June 13, 2019 in the EwtWorth Star -Telegram. On July 11, 2019 the following bids w&aa recelved: [Pavecon public Works LP .II$4,800,014.18 II$ ,407',703-78 ]1 7, 47,717.95 The project will begin In Fat[ 2019 and will b6 complete In Fall 2020. Texas Materials Group, tnc Me JLB Contracting is In compil-anee with the Oity's B D E Ordinance by committing to 14l% M13E participation on this project, The Olty's MBE goal an this project Is M%- This project is in Counoll Usiricf 7, FISCAL INFORMATION? CEEMEIOATI0: The. ()[rector of Flnarlce certlNOS uPan approval of the above recornmandations and adoption of the attached appropriation ordinances. funds wlll be available in the 2014 Bond PTagrern Fund, Prior to an expendtlure being Incurred, tho TransportatiDn & Pub Itc Works 0eparlrnent has the responsibl Illy of verifying tno svellability+ of hinds. KUNQ IPC UEIFJ3,S (F I D s) Rind( Departm@ntAccount{Prolect `Prograrrr"" ctivity! Budget I Reference 9 Amount I ID l Year J (Ohartfield FROM _ Fund[DeparhmentPr*ject rogramActiv#t Budget Re€6rence # Amour ID ll 11�1 �� Year (Chartfield 2) Submitted for City Man gar's Office bye Dana Borghdofi (8018) 9rJg1gg. partment Head: W1111am Johns -on (7801) Additional Intomition Contact: Jennifer Roberts (8447 ) ATTAC H ME h1TS 1. !I]+e I r- aLaqj1.13#f3. omgnts Ph2," (CF4V imornal) . j,I<VIER f EfEEE&.RQAD RE ONSTRUCIM 3. .1A.A _(Rev)1-daex (plj lie) 3. 2051Wlw$ f 13- 8�1 REOON TRUGT[ON , �14AD2¢r(Z),do :x {nubiml 4. OQ2191-SUY-oLQ=KALt S (CFW In3errsal) 5. Silver Creek -Eemi 1295 Oartiftcate 100534530 p ( Fw internai} 6. WLYLS CBEEK RQ - LOCATION _MAP.p (Powic) MY OF FORT WORTH, TEXAS TRANSPORTATION ANU PUBLIC WORKS DEPARTMENT YtiDDEND" NO. I To the Plans, Specifications and Contract Documents For Silveri Crook Road I II prov+oments Phase 2 Frorn Brower Dr. -to Silver Crack Bridge UNIT I (Base Bid) Begin to Sta. 114+00 UNIT If (Bid Alternate) Sta. M-:M to End City Projoct No. 02101 Addendum No. I Issued: June 2$th 2019 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for Silver Creek Rd Improvements Phase 2 —from Brewer Dr to Silver Creek Bridge are hereby revised by Addendum No. 1 as follows: I. Construction plans are revised as follows: 1. TYPICAL SECTIONS Sheet 7 is replaced with attached Sheet 7 Rev 1 i. Added reinforcement detail to concrete pavements section. ii. Added specification to reference for pavement layers 2. TRAFFIC CONTROL PLAN Sheet 8 is replaced with attached Sheet 8 Rev 1 1. Revised notes to include option for contractor to close roadway to construct Culvert C in TCP Segment 5 3. STANDARD CONSTUCTION DETAIL Sheet 70a added 1. Added construction details for 7" concrete paving and 6" concrete driveways 11. The Specifications are amended as follows: 1. The proposal section is being deleted in its entirety and replaced via this addendum Specification Section 00 42 43, Proposal Form, Addendum No. 1. A-1 ADDENDUM] I Silver Creek Road Improvements -- Phase 2 City Project No. 02101 This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: 1?ECEIVED & AUNOWLEDGEADDENDUM NO. "' Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Bvt-/-2z--, ,,�,4 ,4- Jed Christopher Harder, P.E. ACTING DIRECTOR WATER DEPARTMENT Ar. David V. Maga"na, P.E. City Engineer PREPARED BY: N `. r..' FABIAN A NERREE7A .............................. �. 123250 Fabian A. Herrera P.E. Project Engineer MV Engineering, Inc. A-1 ADDENDUM 1 Silver Creek Road Improvements — Phase 2 City Project No. 02101 CL SILVER CREEK ROAD SILVER CREEK ROAD ' I of VARIES 30' - 36' -L VARIES 30' - 36' Io 0I pj VARIES 30' - 36, VARIES 30' - 36' jo 10, 90 I� �! 13' 13` Imo .1 LANE LANE C EAR ZONE ; C EAR ZO E ! *4' **13' **13' *q' III x' IX I i� WI LANE LANE Iw 1x ! w! F 4 W p U)—"--2.08% ' 2. l l 12 �y EXISTING EXISTING DITCH EXISTIN DIT H 8" CEMENT (T P. G' DITCH DITCH STABILIZED 2" ASPHALT PVMT TYPE D SEE PROPOSED DITC SUBGRADE @ 26 �/ EXISTING TYPICAL SECTION TYPICAL SECTION - BOT LBS./SY PER PER SECTION 32 12 16 NOT TO SCALE SIDE SECTION 32 11 33 4 ASPHALT PVMT TYPE B � PER SECTION 32 12 16 o11, FROM STA 22+1 6, 53 TO STA 58+10° 24 FROM STA 58+55. 08 TO STA 1 06+58e 67 — -- —, P FROM STA 136+00.00 TO STA 146+00.00 F-j PROPOSED TYPICAL SECTION xi VARIES NOT TO SCALE W C' TO 4' * NO SHOULDER NB LANE STA 106+76.38 TO STA 106+58,67 PROPOSED DITCH TYPICAL SECTION NO SHOULDER SB LANE STA 1 02+43. 46 TO STA 1 06+58. 67 NOT TO SCALE ** MAINTAIN TYPICAL CL CROWN WITHIN SECTION WITH AUXILLIARY LANE STA 95+15.19 TO STA 106+58.67 �L SILVER CREEK ROAD I It SILVER CREEK ROAD VARIES 30' - 36' J VARIES 30' - 36, !� �I,_ 36' 36' j� C EAR ZONE C EA1R ZONE �� }- Eel 10, 10 I� I F-- I 41 1 3' 1 3' 4 ' 11- J)' CLEAR Z NE CLEAIR Z NE k-' ; F- tnl 4' 13' L 13' 4' Itn xi LANE j LANE Ix p X' LANE LANE � I W' q iW W! p O !"J i Q i �: —2. O8% 2. 08% —� v' Tye I i 1 v' —.-2. O87 12. 08%-- n 9° - EXISTING12D J DITCH (TYP.7 EXISTING -- - - �` �q°�---- - - - - -' EXISTING DITCH 2" ASPHALT PVMT TYPE D 12"JEXISTING DITCH E PROPOSED DITCH PER SECTION 32 12 16 (TYP.) DITCH w TYPI AL SECTION - BOTH 7" CONCRETE PAVEMENT 4" ASPHALT PVMT TYPE B SIDES PER SECTION 32 13 13 PER SECTION 32 12 16 8" CEMENT STABILIZED SEE PROPOSED DITCH 8" CEMENT STABILIZED #3 BARS 18" O.C.B.W, UBGRADE 26 LB5./5Y TYPICAL SECTION - BOTH SUBGRADE 0 26 LBS./SY I PER SECTION 32 11 33 SIDES PER SECTION 32 11 33 0 > FROM STA 58+1 0° 24 TO STA 58+55e 08 WIDEN OVED PAVEMENT NB FROM STA 1 1 5+1 6. 03 TO STA 136+00, 00 LL PROPOSED TYPICAL SECTION NB FROM STA 136+00.00 TO STA 159+48.01 SB FROM STA 1 14+80e 24 TO STA 136+00. 00 NOT TO SCALE SB FROM STA 136+00.00 TO STA 159+48.01 m PROPOSED TYPICAL SECTION NOT TO SCALE 5 REVISIONS No OESCRIP➢aN DATE 1 ✓� ADDED SPECIFICATION INFORMATION AND REINFCRCEnENT DETAILS 6/28/2019 2 e1 3 Q �OF 1 i �`•. � `. FABIAN A. HERRERA � Ao';•P i s-�g- oi9 HORIZONTAL KALE IN FEET I"-20 (22''X54") '=40' {I I'X17") 20 20 To VERTICAL SCALE IN FEET I,-nn roe a-1 1=80' (11"X17") CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES. FENCES. RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED NDTE: ALL STREET RADII SHALL 13E !" AND ALL DRIVEWAY RADV SHALL BE 5' UNLESS OTHERWSE NOTED, NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCE$ AS NOTED TO ONE FEET OF PROPOSED RIGHT OF WAY THE CONTRACTOR SHALL CONTACT THC FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-800-878-8711 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 Q FORT WORTH T&PW (517) 871-8100 r ATMoS ENERGY (817) 215-4366 N ONCOR GAS & ELECTRIC (617) 215-6214 Txu ENERGY I-800-233-2i33 SRC TELEPHONE (817) 338-6819 O CHARTER COMM. (817) 5G9-6272 EXT 3363 Z ALL OTHER FACILITIES 1-800-0fG-TFSS HORIZONTAL & VERTICAL CONTROL - ~ U Lu O CL CITY PROJECT #0210P K-XXXX WATER PRCUECT )V/A ,WAP.SCO IVO. 44-X, SEWER PROJECT N/A 58-8, 58-C. 58-C, (� MAP NO. A�/A 58-H, 58-M, 5S-R, 59-N N w Q FORTWORTH a cn I� Z W 2 CITY OF FORT WORTH, TEXAS LLJ TRANSPORTATION AND PUBLIC WORKS O CAPITAL. DELIVERY DIVISION PTV Engineering, Inc, Em o TBPE AEG: NO, F-9474 a MV Englneering, Inc. 100 Emt 15th St, Ste I IS. Fort Worth, Tex ,76102 O Commilied to Excellence Ph: (817)529-1916 SIL VER CREEK ROAD w FROM BREWER DR TO SIL VER CREEK BRIDGE LLI U TYPICAL SECTIONS Lu DESIGNED: MVE I SCALE- DATE: SHEET DRAwN: nivE NTS MAY 2019 7 OF 139 cf) GENERALNOTES PEAK HOUR DEFINITION PEAK HOURS: MONDAY-FRIDAY 5:00 AM TO 9:00 AM & 4:00 PM TO 7:00 PM NON -PEAK HOURS: MONDAY-FRIDAY ALL HOURS EXCEPT AS LISTED ABOVE SATURDAY & SUNDAY- WHOLE DAY NOTE: THE GENERAL DEFINITION OF PEAK AND NON -PEAK HOURS ARE PROVIDED FOR REFERENCE ONLY. ALL LANE CLOSURE REQUESTS ARE SUBJECT TO APPROVALS FROM CITY OF FORT WORTH REPRESENTATIVE. CONSTRUCTION SEQUENCE 1. INSTALL ADVANCE WARNING SIGNS AND CHANNELIZATION DEVICES ACCORDING TO THE PLANS USING STANDARD TXDOT TEMPORARY LANE CLOSURE DETAILS, WHERE NECESSARY. 2. COVER ANY EXISTING SIGNS THAT ARE IN CONFLICT WITH THE TEMPORARY CONSTRUCTION LANE CONFIGURATION. 3. PERFORM LANE OR SHOULDER CONSTRUCTION AS REQUIRED. 4. RESTORE ALL TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS AND UNCOVER EXISTING SIGNS THAT WERE COVERED, UPON COMPLETION OF WORK" 5. REMOVE TEMPORARY ADVANCE WARNING SIGNS AND CHANNELIZATION DEVICES PREVIOUSLY INSTALLED FOR CONSTRUCTION. TRAFFIC CONTROL NOTES ALL TRAFFIC CONTROL DEVICES, BARRICADES, WARNING SIGNS, ETC. SHALL CONFORM TO THE 2011 TEXAS MANUAL ON UNIFORM CONTROL DEVICES AND CURRENT TXDOT STANDARDS. PHASING TO BE PERFORMED IN 114 MILE SEGMENTS. ONCE SEGMENT HAS COMPLETED MOVE TO NEXT SEGMENT. FULL WIDTH RECONSTRUCTION SEGMENTS 1 7 & 10 PHASE A 1. INSTALL TEMPORARY PORTABLE TRAFFIC SIGNALS, DRUMS PCTB AND SIGNAGE FOR SINGLE LANE OPERATION FOR THE CONSTRUCTION OF THE NORTHBOUND LANE. 2. PERFORM DEMOLITION ANDIOR PULVERIZATION OF EXISTING PAVEMENT WITHIN THE CONSTRUCTION AREAS, AS DEPICTED IN THE TYPICAL SECTION SHOWN ON THIS SHEET. 3. PERFORM THE NECESSARY CONSTRUCTION OF NORTHBOUND LANE. 4. REMOVE TCP DEVICES ONCE SEGMENT HAS BEEN CONSTRUCTED AND MOVE TO NEXT SEGMENT TO BE RECONSTRUCTED. PWASE B 1. PERFORM PHASE 2 IN THE STEPS ILLUSTRATED IN PHASE 1, FOR SOUTHBOUND LANE. SHOULDER RECONSTRUCTION SEGMENTS PHASE. A 1. INSTALL STRIPING, DRUMS, PCTB AND SIGNAGE FOR THE CONSTRUCTION OF THE NORTHBOUND LANE. 2. PERFORM DEMOLITION OF EXISTING SHOULDER, AS DEPICTED IN THE TYPICAL SECTION SHOWN ON THIS SHEET. 3. PERFORM THE NECESSARY CONSTRUCTION OF NORTHBOUND SHOULDER. 4. REMOVE TCP DEVICES ONCE SEGMENT HAS BEEN CONSTRUCTED AND MOVE TO NEXT SEGMENT TO BE RECONSTRUCTED. PHASE B 1. PERFORM PHASE 2 IN THE STEPS ILLUSTRATED IN PHASE 1, FOR SOUTHBOUND SHOULDER. NOTES: 1. ENSURE ALL ADVANCE WARNING SIGNS AND CHANNELIZATION DEVICES REMAIN IN PLACE FOR DURATION OF WORK AND LANE CLOSURE. V 0 �: rn + f � - --- - -WESTERRN 4 - OAK Rb a SEGMENT 11 fE SILVER CRLEK ROAD I Imo. CONSTRUCTION _-. 11' j 11ZONE Io I� SEGMENT 10 1p 4" SOLID WHITE EDGELINE SAP TYPICAL PHASE A SHOULDER RECONSTRUCTION SEGMENT 9: (SEGMENTS 8 - 9 & 11) ;I NTS JfVE"STER� - OAK RD LTA 122+50 LAKES -H."EALtOR"��' SR��---�� SEGMENT 8 HERON DR D SEGMENT 7 j f �\ slN �o I -7 I ---SEGMfIT 6� �j CL SILVER CREEK ROAD (CONSTRUCTION of MIN. 1 ZONE 'p � � I I I � , I 4" SOLID WHITE EDGELINE TYPICAL PHASE A FULL WIDTH RECONSTRUCTION (SEGMENTS 1 - 7 & 10) NTS x STA 142+20 VERNA TRAILS SEGMENT 2. DURING THE CONSTRUCTION OF CULVERT C, IN SEGMENT 5 THE w CONTRACTOR HAS THE OPTION TO COMPLETELY CLOSE THE k)ADWAY FOR A PERIOD OF UP TO Z�INSTALL THE CULVERTSWITHNHOURS. HEADWALLSAND RESTORETTHETOR WILL ROADWAY TO - — A TRAVERSABLE CONDITION WITH TEMPORARY ASPHALT. REVISIONS NO /] DESCRIV TION DATE ' ADDED NOTE FOR TRAFFIC CCNTROL ALTERNATIVE 6/28/20'9 2 Q 3 ......................... .i FeBIAH A; HERfiEP0. � �� q ,.....12325.R. ..... � A. IIp� 5`,b w o joo soo uao HORIZONTAL SCALE IN FEET 1"=600' (22"x34") =120 ('1 x17') CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL-ROTECT ALL EXISTING TREES" FENCES, RETAIN41IG WALLS AND STRUCT::RES UNLESS OTHERWISE NOTED NOTE ALL STREET RADII SHALL BE '6' AND ALL DRIVEWAY RADII SHALL OE 5' UNLESS OTHERWISE NOTED. NOTE. CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FEET OF PRORO'EP RIGHT OF WAY. THE CONTRACTOR SHALE CONTACT THE FOLLOWING AT LEAST 48 HOURS -410R TO EXCAVATING AT EACH LOCATION AT&T 1-800-1178-8711 FORT m'ORTH WATER DEFT -FfELD OPERATIONS (817,1 871-8296 Q FORT WORTH T&PW (817) 871-5100 ATMOS ENERGY (517) 215-4366 CV ONCOR GAS & ELECTRIC (817) 215-6214 '---" ---- - TXU ENERGY 1-BOO-233-2T33 ( SBC TELERHCNE (817) 338-6818 O CHARTER COMM (817) 509-62/2 EXT 3363 1 ALL OTHER FACILITIES 1-800-1)1G-TESS Z HORIZONTAL & VERTICAL CONTROL U SEGMENT 5 (,EE NOTE 2) I STA 68+60 E I SEGMENT 4 I STA 55+ O j — T__ SEGMENT 3 0 N 1 SEGMENT.1 Ir W 31 a CITY PADJECr fO2107 K-XXXX WATER PROJECT N/A MAPSCO NO. 44-X, r SEWER PROJECT N/A 58-8, 58-C, 58-G, 0 MAP NO. N/A 58-H, 58-M, 58"-R. 59-N N W Q FORTWORTEZ h Z W CITY OF FORT WORTH, TEXAS W TRANSPORTATION AND PUBLIC WORKS O CAPITAL DELIVERY DIVISION MV Engineering, Inc. d o TBPE REG: NO. F-9474 Q KV Engineering, Inc. 100 East 15th SL, Ste 115. Fort Worth, Texas,76102 Ph: (B1n5Z9-191fi O �I Committed to Emllw e Y SIL VRR CREEK ROAD W FROM BREWER DR TO SIL VER CREEK BRIDGE � U TRAFFIC CONTROL PLAN j DESIGNED: MVE I SCALE: DATE: SHEET J DRAWN: MVE 1 "=600' 1 MAY 2019 1 8 OF 139 1 Cl) /3 BARS 0 18" OGB.W S N /4 X 36" DEFORMED BARS ry a ia' O.0 CONSTRUG.._.. __....... 32 13 T3_D(514 OR 512} 03 BARS 0 1E" O.CBW. PAVEMENT STEEL REINFORCING GENERAL LAYOUT DETAIL 32 13 13-D508 SCALE N.T.S. REUSED: 06-31-2012 FORMED GROOVE ROUNDED ToW RADIUS SILICOJOINT JOINTSEALANT J�4' SAWED JOINT FACE • •' V DIR. CLOSED CELL T ' EXPANDED PDLYEMYLEHE FOAM ' - BACKER ROD SAWED JOINT DFTAIL DETAIL 32 13 13-D518 SCALE: N.T.S. REVISED: 05-31-2012 11Y ODWEE SUPPORT OR BASKET SAWED DUMMY MINT WITH SIDCUNE JOINT SEALANT PER 32 13 13-b518 04 x 26' SM IN DOWEL BARS 0 18' D.C. CONTRACTION JOINT DETAIL 32 13 13-D515 SCALE N.T.S. REMBID: 08-31-20E2 T/2 PROPOSE b %Bwt PER TYPICAL ROADWAY SECTION $t A W SMOOTH DOWEL BARS 0 TW O.C. CONSTRUCTION JOINT PER 32 13 13-D(511 OR 512) /4 1 36' DEFORMED BARS 0 1B' O.C. FIRST POUR SECOND POUR CONSTRUCTION MINT WnH SILIWNE JOINT --"T PER 32 13 13-D51B IB' T/2 T .c. o o R2 7 a 03 BARS 0 IS" L 04 R 3g• DEFORMED PROPOSED SUBGRADE GGB W. BARS 0 ia' aC. PER TYPICAL ROADWAY SEGAON TYPE 1 FIRST POUR SECOND PWR CONSTELUUMON JOINT NIM SILICONE JOINT SEALANT PER 32 13 13-135M .1I2 II ,f3 BARB 0 16- LAP BARS PROPOSED SIBGRAOE O.C.B.W. FROM MST POUR PER TYRCAL ROADWAY A MINIMUM OF 40 SAW DIAMETERS SECTION DRIVEWAY N I DRIVEWAY PAY LIMIT RILL BE MEASURED FROM BACK OF THE PgOJECIED CURB, INCLUDING ME AREA OF ME CURB RADII A.0 WILL EXTEND 10 THE LIMITS SPECIFIED IN THE ORAHIN6 2 -LACE EXPANSION JOINT AT BACK OF SIOEWAIK THEN PLACE CO-1-CAM JOINT PER 32 13 13-D512 AT CONNECTION Hill) EXISTING DRIVE 3. DUMMY JOINT IN DRIWAAY RAMP IS OPTIONAL IN DRIVEWAY ONLY DUMMY JOINT(S) IN DRIVE REWIRED TO CORRESPOND N1TH J NT(S) IN CONCRETE PAVING. 4 PROVIDE 9 HUAC IRANSE DON FOR ORIVEWAY FIE INm EMiSD.4G ASPHALT DAVEMENT. HMAC TRAM SIMON SUBSIDIARY TO DRNE CONSTRUCTION. HMAG TRANSITION REOUIREO BEYOND 9" HMAC IRANSOION PAID PER TUN PER SECTION 32 T2 16 s. THE GRADE BREAK At THE E06E OF SHOULDER AND AT ANY PONT AlTRIN 10 FEET OF EDGE OF SHOULDER MUST NOT EXCEED 12 PERCENT. 6. ALL GONGRETE SHALL BE CLASS "A" PER SECTION 32 13 20. TYPE 2 CONSTRUCTION JOINT DETAIL 32 13 13-D511 SCALE: N.T.S, REVISED. 06-31-202 VARIES, SEE PLAN I SEE NOTE 2 R.OW FT REINFORCE B" E DAIw W/ +3 BARS 0 1W O.c.B.W. Gy 3� SAWED DIJMMY1 M T PER Te �LI-� ID" 321313--515 oN7E3J I I E BUTTER i HMAC 3RAN51nON PAIR PER TON SEE NOTE 4 A PER SECTION 32 12 16 2O•_O• MIN_ SINGLE DWY.-----�I 27'-6' ON. DOUBLE DWY. PLAN VIEW ARPLY TACK COAT TO CONCRETE SURFACE ADJACENT TO HMAC TRANS1nON DI4VEWAY PAY LIMIT .I PARKWAY WIDTH 9- 1- VARIES SEE NOX 4 SAWED DUMMY JOINT PER 32 13 13-516 REINFORCE 6' DRIVE W/3 BARS 0 18" 11- PER FT. (MIN,) O.C.RW. I� KI I MAX 16� PER FT. {M!N) r PROPOSED ASPHALT 12V M 1 PAVING PER TYPICAL ! 6" ax // ROADWAY SECn SEE NOTE 2 COMPACTED SUBGRADE PER 12- SEGnON 32 13 20 SECTION A A LcoRsmuctim JDlli PER 32 t3 13-B511 OR 32 13 13-6S12I CONCRETE DRIVEWAY APPROACH W/ RADIUS — ASPHALT PAVING DETAIL 32 16 13-D528 (MOD) SCALL- N.T.S REUSED: 00-28-2019 N DATE =REVISIONS �ZEgop{f�rF,��111 ......................:.... FABU4N A. RERRERA / 12 gyp- i� !4: CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES. FENCES, RETAINING WALLS AND STRUCTLRES _NLESS OTHERWISE NOTED - NCTE ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5, UNLESS 07HER'NISE NOTED. \NOTE. CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FEET GF PROPU'Cr RIGHT OF WAY. THE CONTRACTuN SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS oRIOR TO EXCAVATINC AT EACH LOCATION: AT&T 1-800-87B-8711 r Q FORT WORTH WATER DEFT -FIELD OPERATIONS (817) 871-9296 FORT WORTH T&PW (8i7) 871-819a t ATMOS ENERGY (817) 215-4366 C\: ONCOR CAS & ELECTRIC (317) 21`i 6?14 C:T TXU ENERGY 1-t100-233-2133 SBG TELEPHONE (817) 338-6819 O CHARTER COMM (Br7.) 509-6272. EXT, 3363 ALL OTHER FACILITIES 1-8C0-CIG-7E55 HORIZONIll TAL & VERTICAL CONTROL 0 U IJJ NO LL EL CITY PRai•CF #02)01 K-XXXX IYATER PROJECT N/A VAPSCO NA 44-X, SEWER PROJECT N/A 58-6. 58-C, 58-C, MAP NO. NIA 58-N, 58-,W, 58-R, 53-N _ ,�I"TL•LI 4/l FORTWODT H d r1 VLJ T z W CITY OF FORT WORTH, TEXAS LU TRANSPORTATION AND PUBLIC WORKS O CAPITAL DELIVERY DIVISION L^L' I..L Engineering, Inc. o EMEMV TBPE REG: NO. F4474 MY Engineering, Inc. 100 East 15th St, Ste I I5, Fort Worth, Texas,76102 O Committed to Excellence (817}529.1916 Y SIB. VER CREEK ROAD Lu FROM BREWER DR TO SIL VER CREEK BRIDGE w U STANDARD CONSTRUCTION DETAIL LU DESIGNED: MVE SCALE: DATE: SHEET J DRAWN: MVE I MAY 2019 70a0F 139 SECTION 00 42 43 PROPOSALFORM UNIT PRIDE BID 004243 Bm PROPOSAL Page 100 Bidder's Application Project Item Wormalion Bidder's Proposal Bidlist Item No. Description P Specification Section No. Unit of Measure Bid Quantity Unit Price Bid value + .0100 ,. 1 0170.0100 Mobilization 01 7000 LS 1 2 0171.0101 Construction Staking 01 71 23 LS 1 3 0171.0102 As-BuiftSLx�w 01 71 23 LS 1 4 0241.0550 Remove Guardrail 0241 13 LF 250 :0 UL41.IUUU xemove tJonc rvmt 0241 13 SY 923 6 0241.1100 Remove Asphalt Pvmt 0241 13 SY 385 7 0241,0500 Remove Fence 0241 13 LF 6,560 8 0241.1507 3" Surface Miffing 0241 15 SY 904 9 0241.1700 11 " Pavement Pulverization 024115 SY 26,784 I0 0241.3011 Remove 8" Storm Line 0241 14 LF 30 11 0241.3013 Remove 18" Storm Line 0241 14 LF 324 12 0241.3017 Remove 30" Storm Line 0241 14 LF 84 13 0241.4401 Remove Headwall/SET 0241 14 EA 4 14 3110,0101 Site Clearing 31 1000 SY 3,110 15 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 12,120 16 13124.0101 Embankment bv Plan 31 24 00 CY 5,775 17 3125.01.01 SWPPP > 1 acre 31 25 00 LS 1 18 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 270 19 3201.0400 Temporary Asphalt Paving Repair 3201 18 LF 350 20 3201.0656 Cone Pvmt Repair, HES, A terialhndustrial 3201 29 SY 201 21 321 1.0112 6" Flexible Base, Type A, GR-1 00 00 00 SY 125 22 13211.0113 8" Flexible Base Type A, GR-1 00 00 00 SY 1200 23 13211.0600 Cement 26lbs/SY 32 11 33 TN 427 24 3211.0702 6" Cement Treatment 31 1133 SY 246 25 3212.0401 HMAC Transition 32 12 16 TN 6.00 26 32130101 6" Cone Pvmt 32 13 13 SY 927 27 32.13.0102 7" Cone Pvmt 32 13 13 SY 170 28 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 34,301 29 32I2.0500 2" As haft Pvmt Type B 33 12 16 SY 246 30 3212.0501 4" Asphalt Pvmt Type B 33 12 16 SY 34,055 31 3217.0001 4" SLD Pvmt Markin HAS 32 1723 LF 17,557 32 3217.0002 4" SLD Pvmt Markin HAS Y 32 17 23 LF 17,360 33 3217.0003 4" BRK Pvmt Markin HAS W 32 17 23 LF 735 34 3217.0201 8" SLD Pvmt Markin HAS 32 17 23 LF 105 35 3217.0202 8" SLD Pvmt Markin HAS Y 32 1723 LF 55 36 3217.0501 24" SLD Pvmt Markin HAE W 32 1723 LF 25 37 3217.1002 Lane Legend Arrow 32 17 23 EA 2 38 3217.1004 Lane Legend Only 32 17 23 EA 2 39 3217,2102 REFL Raised Marker TY I-C 32 1723 EA 14 40 32172103 REFL Raised Marker TY II -A -A 32 1723 EA 216 41 3217.2104 REFL Raised Marker TY Il-C-R 32 1723 EA 47 42 3231.0212 Smooth Wire Fence Metal Posts 3231 26 LF 5,069 43 3291.0100 Topsoil 3291 19 1 CY 1,175 44 3292,0400 Seeding, H dromulch 3292 13 SY 10,572 45 3341.0103 18" RCP, Class I11 3341 10 LF 140 46 3341.1101 4x2 Box Culvert 3341 10 LF 494 47 3341.1303 6x4 Box Culvert 3341 10 LF 60 48 3341.1501 8x4 Box Culvert 3341 10 LF 62 49 3349.1000 Headwall, Box Culvert 33 49 40 CY 139 50 3349.4203 IS" SET, 2 pipes 33 49 40 EA 2 51 3349.4001 SET, T e I for Box Culverts 33 49 40 CY 9 52 3349.7002 5'Drop Inlet 33 49 20 EA 2 53 3441.1802 Advanced Waming Flasher Assmbly (Solar) 1 3341 10 EA 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fan" Rc*cd 20120120 00 410000 43 13_00 42 4300 43 37_00 45 12_00 35 13 Bid Proposer Wo lbook Addendum N0. 1 xis SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 004243 BID PROPOSAL Page 2 or3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Descri tion p Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 54 3441.4003 Fumish/Install Alum Sip Ground Mount City Std. 3441 30 EA 49 55 3441.4108 Remove Sign Panel and Post 34 41 30 EA 31 56 3471.0001 Traffic Control 3471 13 MO 16 57 9999.0000 INSTL OM ASSM 0M-3L FLX GND 00 00 00 EA 6 58 9999.0001 INSTL OM ASSM OM-3R FLX GND 00 00 00 EA 3 59 9999.0002 TXDOT MTL W-BEAM GD FEN TIM POST 00 00 00 LF 434 60 9999.0003 GUARDRAIL END TREATMENT INSTALL 00 00 00 EA 3 6I 9999.0004 REMOV STR BOX CULVERT 00 00 00 EA 1 62 9999.0005 Flexamat Pius — Outfalls 00 00 00 SF 250 63 9999.0006 Flexamat Plus —Low Water Crossing_00 00 00 SF 625 64 9999.0009 Temporary Portable Traffic Signals 00 00 00 MO 16 65 9999.0010 Construction Allowance 00 00 00 EA 1 $20D,000.00 $200000.00 Sub Total: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fan. Revised 20120120 00 41 (IQ _0043 13_00 42 4300 43 37_0045 12_00 33 0_Bid Proposal Wo`ktwok Addendum No. I.xls 004243 Bm PROPOSAL Page 3 01`3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal list Item Specification Unit of Bid No Description Unit Price Bid Value _ Section No. I Measure I Quantity 1 0170.0100 Mobilization 01 70 00 LS I 2 0171.0101 Construction Staking 01 71 23 LS 1 3 0171.0102 As -Built Survey 01 71 23 LS 1 4 024 1.1I00 Remove Asphalt Pvmt 0241 13 SY 762 5 0241.0500 Remove Fence 0241 13 LF 3,165 6 0241.1700 11" Pavement Pulverization 0241 15 SY 4,789 7 0241.3013 Remove 18" Storm Line 0241 14 LF 37 8 0241,3019 Remove 36" Storm Line 0241 14 LF 61 9 0241.4401 Remove HeadwalUSET 0241 14 EA 3 10 3110.0101 Sile Clearin 31 1000 SY 3,110 11 3123.0101 Unclassified Excavation by Plan 3123 16 CY 12,120 12 3124.0101 Embankment by Plan 31 24 00 CY 5,775 13 3125.0101 SWPPP �: I acre 31 25 00 LS 1 14 3137,0104 Medium Stone Ri ra , dry 31 3700 SY 135 15 321 1.0113 8" Flexible Base, Type A, GR-1 00 00 00 SY 2,200 16 3211.0600 Cement 2611bs/SY 32 1133 TN 121.9 17 3211.0702 6" Cement Treatment 31 1133 SY 418 18 3212.0401 HMAC Transition 3212 16 TN 0.35 19 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 7,312 20 3212.0500 2" Asphalt Pvmt Type B 33 12 16 SY 864 21 3212.0501 4" Asphalt Pvmt Type B 33 12 16 SY 6,866 22 3217.0001 4" SLD Pvmt Markin HAS 32 17 23 LF 8,646 23 3217.0002 4" SLD Pvmt Markin HAS Y 32 1723 LF 2,250 24 3217.2103 REFL Raised Marker TY H-A-A 32 1723 EA 28 25 3231.0212 Smooth Wire Fence Metal Posts 32 31 26 LF 1,606 26 3291,0100 Topsoil 3291 19 CY 627 27 3292.0400 Seeding,11 dromulch 32 92 13 SY 5,645 28 3341.0103 18" RCP, Class 11I 3341 10 LF 140 29 13341.0205 24" RCP, Class 1H 3341 10 LF 24 30 3341.0207 24" RCP, Class V 3441 10 LF 172 31 3341.0309 36" RCP, Class III 3341 10 LF 1 36 32 3349.1103 24" Flared Headwall, 2 pipes 33 49 40 EA 2 33 3349.2003 24" Parallel Headwall, 1 pipe 33 49 40 EA 2 34 3349.2007 36" Parallel Headwall, 1 pipe 33 49 40 FA 2 35 3349.4103 18" SET, 1 pipe 33 49 40 EA 2 36 3349.4205 24" SET, 2 pipes 34 49 40 EA 2 37 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 24 38 3441.4108 Remove Sign Panel and Post 34 41 30 EA 24 39 3471.0001 Traffic Control 3471 13 MO 8 40 9999.0000 INSTL OM ASSM 0M-3L FLX GND 00 00 00 EA 7 41 9999.0001 INSTL OM ASSM OM-3R FLX CND 00 00 00 EA 7 42 9999.0005 Flexamat Plus - Outfalls 00 00 00 SF 1280 43 9999.0007 Standard Flexamat - Sloe Reinforement 00 00 00 SF 4500 44 9999.0509 Temporary Portable Traffic Signals 00 00 00 MO 8 45 9999.0010 Construction Allowance 1 00 00 00 EA 1 $100,D00.D0 $ ] 00 000.00 Sub Total: UNIT I BASE BID): BEGIN TO STA 114+00.00 UNIT II BID ALTERNATE): STA 114+00.00 TO END_ TOTAL BID END OF SECTION CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 4100 00 43 13 00 42 430043 37_00 45 12_00 35 11_13id Proposal Workbook Addendum No. Lxb CITY OF FORT WORTH, YENS TRANSP0F' u'n V01 AND PU BUG WORK DEPARTMENT ADDENDUM N0.2 i® tho Plans, Specifications and Contract Documents For Silvov Crook Road Improvements Phase 2 From Browor Dr. to Silvan Casale 93ridge UNIT I (13aso Bid) Begin io Sta. IiA ®® UNIT II (did Alternate) Sta. 114+00 to End City Project No. 02101 Addendum No. 2 Issued: July Sth 2019 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for Silver Creek Rd Improvements Phase 2 — from Brewer Dr to Silver Creek Bridge are hereby revised by Addendum No.1 as follows: Construction plans are revised as follows: 1. STANDARD CONSTUCTION DETAIL Sheets 71A and 71B added i. Added TxDOT construction details for Metal Beam Guard Fence and Downstream Anchor Terminal II. The Specifications are amended as follows: 1. The proposal section is being deleted in its entirety and replaced via this addendum Specification Section 00 42 43, Proposal Form, Addendum No. 2. 2. Note: The 8" Flexbase, Type A, GR-1 quantity accounts for the variable thickness in existing pavement and is no longer listed as (Labor Only) A-2 ADDENDUM 2 Silver Creek Road Improvements -- Phase 2 City Project No. 02101 This Addendum No. 2, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACIOVOWLEDGE ADDENDUM NO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED PREPARED BY: Fabian A. Herrera P.E. Project Engineer MV Engineering, Inc. Christopher Harder, P.E. ACTING DIRECTOR WATER DEPARTMENT BY, _.,.,--- ------ - David V. Magana, P.E. City Engineer Company: ►0M ADDENDUM 2 Silver Creek Road Improvements — Phase 2 City Project No. 02101 WMW000 CLUB APART.WNFS, LiO FRACT 3 CALLED 23.5E2 AC. 1NST. NO. DPOPP9823i !0/II'12002 0. R. F.C. T, PROP WIRE FE L.O.C. ti U EXIST FENCE DRIVEWAY 3 STA 56+85.12,- 1 7. 00' RT 11.00' WIDE CALL BEFORE YOU DIGI TEXAS ONE CALL PARTICIPANTS REOUEST 48 HOURS NOTICE BEFORE YOU DIG, DRILL, OR BLAST - STOP CALL Texas One Call System 1-800-DIG-TESS EXIST 8" STEEL PIPE W/ 6 SY RIPRAP-- TO BE REMOVED STA 58+10.24, E--w- 710 0 .. .._ .. _ Ln 700 Q EXISTING EATIO It Z '` 690 a � z o O p� H 60 s Co rs1) (p _ og v 1 LIN ¢l n EOY X Iyj Cfl c0 t)'1 OS Q'1 6T In rts 'r, pq ? - 65 6T T*I PJ Ow 0 M C71 W 6 8a0 IV C. DR001E HYDE AND PAFRICIA OYDf. PARCEL NO, I CALLED 72.375 AC. VOL- 6998 PG. .9.52 99i16i)980 D. R. T.C. T. PROP CULVERT B-3 wulWooD CLOD A1ARFI,7FNTS. 00. 5-4' X2' RCB TRACT 2 WITHIPARALLEL WINGWALLS I CALfE1? rDPOL2 2 STA uST. No. D20229s2s� ron772aa2 D MBGF 1 D.R.T.C.T, E TxDOT DETAIL T(102731-16 STA 58+94.70 0 j � PROP ROWrN� 1. - TILT - - - - - - t hr ( �(S,.(I[ � 4 C - vy _ 1 q� - -� - -- END MBGF I� SEE TxDOT DETAIL GF(31)DAT-14 I STA 58+79.87 Q I STA 58+55.08, END CONC. PAVEMENT BEGIN MBGF SEE TxDOT DETAIL SGT (1 02) 31 -1 6 STA 57+70.48 Lu l v STA - t,8+18:.00 EL = 15139.65' Ln ex l = u. 45' (� K # 55 4' + REVISIONS No A oEs, RIPTION DATE ADDEu DO'HNSTREAM ANCHOR TERMINALS 07-8-2019 2 A 3 A i 1ptE o6f TFkq tl j FABIAN A: RENRMA j �i .� 1.....123250 .....,....� I 7 PROP. ±+ili��±±+Iwr1i�S±�wwrryim�L'S+wit �8��4YAt G-77�ifltt �CC:iwwi�±-,.CGi� l��wwww �ilif�JAl•w 1.1l�A�w ��Jtww\wit,PROP.PROP lirrii�\lilfri��liw�fii Ar�>fffiwww.A� _ wr:.-x+.wo�trraiwaa r. cCee+o r:ceq.I PROP. 6" CONC DRIVEWAY PROP.• REMOVALTREE . • REMOVALTREE • r PAVEMENT QUANTITIES 2855 SY 4" TY B W12" TY D HMAC 19 SY 2" TY 8 W12" TY D HMAC 170 SY 7- CONC. PAVEMENT I P-ROPOSPr) CCELFVflTT I HOFI�TAL sc ALE IN FEET `'=20' 122"X34') n 2' o VERTICAL SCALE IN FEET 1"=46' •22"x34") "Xi 1") CONSTRUCTION NOTES • NOTE: CONTRACTOR SHALL PROTECT ALL CASTING TREES, FENCES, RETAINING WALLS AND STPGCAJRES UNLESS OTHERWISE NOTED NOTE' ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL SE 5' UNLESS OTHERMSE NOTED NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FEET OF PROPOSED RIGHT CF WAY. THE CONTRACTOR SHALL CONTACT THE FOLLOVONG AT LEAST 48 HOORS PRIOR TO EXCAVATING AT EACH LOCATION; AT&T 1-800-B78-8711 r FORT WORTH WATER DE-T.-FIELD OPERAIDNS (517) e7I-8296 0 FORT NORTH T&PW (817) 87I-61OU ATMOS ENERGY (817) 215-4366 CV ONCOR GAS & ELECTRIC (817) 215-6214 0 TXU ENERGY 1-800-233-213.3 SSC TELEPHONE (817) 338-G819 O CHARTER COMM. (817) 5C9-6272 EXT 3363 Z - ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL ~ U _ ' CP4 CP5 CPS CP7 - Lu N: 696843A76 N." 6969309.42 N: 6970285.12 N: 6971294.93 O E. 2280168.63 E.. 2280169-76 E 2280172, 61 E. 2280180.20 EL: 705.79 EL: 689. 63 Et: 692,02 EC: 689.47 IRSC 518IN 1TRA"IRSC 5/81N 1TRA"IRSC 5/81N "LTRA"IRSC 5/81N "LTRA EL - C17Y PROJECT 102101 K-XYI(X 1 WATER PROJECT N/A MAPSCO NO. 44-X,0. r ® SEWER PROJECT Ar/A 58-R, 58-C, 58-G, U �" - MAP NO. N/A 58-N, 58-M, .58--R. 59-N N Q I.LI I FORT WORTH CID" i a- Q 416 100 , _ � C13 Z I 2 CITY OF FORT WORTH, TEXAS LLI I TRANSPORTATION AND PUBLIC WORKS O CAPITAL DELIVERY DIVISION w 1 — � 11 I MV Engineering, Inc. 69G o V +)0607 . ... — — O 100 East I5th St, Ste I SFort Worth, Tes,76102 O ae , 14V engineering, Inu 9 1916 Exts 1-6d STEEL PIPE Commined to Esc 11l � Y T1) BE REW VED PROP Cu VERT.8-3- 1 SILVARCREAKROAD w l 5�-4` X2` STA 58+ - RCB 2.66 FROM FR GE O BREWER DR TO SILVER CREEK GRID LLI U z. � 6' - � � � � � a' � ct r � r- �' i PAVING PLAN & PROFILE UNIT I - ('Y U d OO cx, 6? C� m GI cil 61 STA. 54+00 TO STA. 62+00 W 44 ly7 tG cG7 lj u} LD uj LO �;� a- m oA 61 G� 6� r+"� I .s,C r9 to �� iq ,[! tp `' 6 n n pE51GNED: MVE SCALE: DATE: SHEET �0')a) ,� f + + + 61 "OU--.L2+00 C7 V DRAWN: MVE 1 1 "=20' MAY 2019 SC_ AVE-9DT39 CO 1,�xpo 5�PCp BEGIN `i qC' SEE TxDOT DETA1 SGT(102)31-1 STA 77+92.34 CURVE SILCRK_3- EXIST FENCE -• WIRE FENCE - ;.•►. 1 *4r*e�*ai* ► i PARALLELBE REMOVED PROP CULVERT C el,.r r '►3 r*Ifs+.r-__Rn�r_ - �s�+! MBGF (265 4P7 i CURVE SILCRK_3 ,- PI STATION - 79+IA 49 E W1NN100D CLUB APARTIVEN75, LTC. TRACT C4LLED 39.537 A,;. INS-- W. D202298234 10/17i2002 D. R. T. C.1. SILVER CREEK RD z N rn DELTA = 63" 49' 48.04" (LT) �`- `' � � � - L.ac� PC 0' •-rzp-,- 9'.c. ' a t-t1 . -' �i ,--- DEGREE OF CURVE = 14' 19' 26.20" TANGENT = 249.12 LFNGTH = 445.62 ` `o� ~-��-----" - ----------------- RADIUS = 400.00 = --��- -------------------- `z �� END MBGF �r_ l_ PC STATION = 76+65.37 SEE TxDOT DETAIL PT STATION = 81+10.99 EXIST FENCE GF(31)DAT-14 STA 80+56.42 DRIVEWAY 6 Q a N la° STA 82+95.69, CALL BEFORE YOU DIGI 1 7. 00' RT SECOND TRACT n 1 1 00' WIDE TEXAS ONE CALL PARTICIPANTS REQUEST 0" or FORM WORTH . CALLED -5.67 AC. r=i p0 4 48 HOURS NOTICE BEFORE YOU DIG, DRILL, PAVEMENT QUANTITIES VOL. 519 PG. 6220//P711917 [4 � OR BLAST - STOP CALL 3022 SY 4" TY B W12" TY D HMAC 17' R' T . C. T. It I Texas One Call System 1-800-DIG-TESS 45 SY 2" TY B W12" TY D HMAC 01 CO � M 00 _ STA 77+40.60 Lo ll. _ _ _ _ _ _ IF EL .690.13, STA = 83+7 .00 SSD = 2-46 w EL 690.. 7' 695 e.x o. 4_8' - - - o Q - _ SSD = - 326' 6 c� K - 32 Ox = L = -1 10. 0:0' T o K 31 a .(-I1, L 70 - 0 .712�3 _% h l9 4�� p04 f~Lo y --- ILL- 2 6�3 `LoCo-\ , o ul I- V 1,U V1 •.. OD N i it 4p a - ppQQ - z_ PROP- Q E f -- i ELEVO ED \ A ION C XIST 2-30 CMP - - �. o. 675 . To B 5M VED EXISTING+ + n EL 678.61' ELEVgTIONCo z PROP;CULV RT C e co j F_ 4 - 1 �"-4 RC -- - - �- 4 a o STA 74+63.21 _ K =.50 1_ - 380. oo' i �r OD c 14 i,.y. r~ C7 - r- Cm i ter Q' - n w 67 V C7 (DE 00 , ... L! 'n Fr7 ; F7 _ M O K] U1 W _ LP I,- 6ti l4 C? 6T It I'n p ... _- cr c.1 0 o LP LID o r ao d�. Co o m o ca - - 'o - co cD ao 04 1-9 4U coo n d0 Nm � CO 00 W OD co 00 ov ao a6 61 w tr - � (m a - co- • c4 �o o to .. 9 o cfl co co- + w cs LQ 9 L9 Lg io . tb w cp uo Ls o-w uoF F REVISIONS NU Q DESCMPTION )ATE I n ADDED DCwNSTREAM ANCHOR TERMINALS/-g-ZQtg Zn 3� �iptE_ OF• TFk9 YY i *•`• � ` *11/ j Fe&iN A. HERflERA j gib �....123Z50....;.. , 1�.� •Fcrsz�.. _ PAVEMENTLEGEND PROP, 6" HMAC W1 X"CT8 PROP, 7" CONC WI X" CTB PROP. 4" HMAC W16" CTB PROP. 6" CONIC DRIVEWAY PROP. 3" MILLIOVERLAY =- TREE REMOVAL REQUIRED X TREE REMOVAL IF NEEDED X HORIZONTAL SCALE IN FEET 1"=20' '22-X34") I"XI 7 " 41 40 eu VERTICAL SCALE 114 FEET CONSTRUCTION NOnS NOTE CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED NOTE: ALL STREET RADII SHALL BE 15' AND ALL DRIVEWAY RADII SHALL BE 5' UNLESS OTHERWISE 1107E0- NOTE. CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FEET OF PROPOSED RIGHT OF WAY, THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS DRIOR TO EXCAVATING AT EACH LOCATIONr AT&T 1-800-87H-8711 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 0 FORT WORTH T&PW (817) 871-8100 ATMOS ENERGY (817) 215-4366 CV ONCOR GAS & ELECTRIC (817) 215-6214 C) TXU ENERGY 1-800-233-213,5 SBC TELEPHONE (HT7) 3.36-6819 O CHARTEs COMM. (817) 509-6272 EXT 336:3 Z ALL OTHER FACILITIES 1-800-0IG-TESS HORIZONTAL & VERTICAL CONTROL - U CP6 CP7 CPU CP9 Lu N: 6970285.12 N: 6971294.93 N: 6971`884.43 N: 6972725.67 O C."2280172.61 E 2280180.20 E. 2279441,19 E.-2278826.21 EL 69202 EL: 689.47 £tr 690.96 £L: 653.29 IRSC 5/6TN 2TRA-IRSC 5/81N 1FRA"IRSC 5/87N "L 7RA"1RSC 5/8IN "L TRA (L CITY PROJECT J02 rO I K-X)'XX WATER PROJECT N/A MAPSCO NO 44-X. .SEWER PrOWf CT N/A 56-i3, 58-C, 58 G, U MAP NO N/A 58-14, 58-IN. 58-R, 59-N lV _ w ORTWORTEI x a. F w 2 CITY OF FORT WORTH, TEXAS LU TRANSPORTATION AND PUBLIC WORKS O CAPITAL DELIVERY DIVISION X CL MV Engineering, Inc. o TBPE REG: NO. F-9474 Q HV Engineering, Inc. 100 Fast 15th St, Sxe 115, Fore Worth, Te S,76102 O Ph:(817)529.1916 Commilled to Excellence af SIL VER CREEK ROAD le w FROM BREWER DR TO SILVER CREEK BRIDGE U PAVING PLAN & PROFILE - UNIT I STA. 77+00 TO STA 85+00 Lu DESIGNED: MVE SCALE: DATE: SHEET � DRAWN: MVE 1"=20' 1 MAY 2019 41 OF139 0 N 6". 8"x •4' Trcalco ap rn+ n6P 'as Ise- Bloc" Bo1+ Hc.d cnC Rpl Element H, rttpr x- st B1 wr+r Nat b I"G S. Net.W.e 1. Ge ia. Note 31. �" pia. ,are In pd s+ S breed. 32" F,ant s1p 25" J or:es a0 Edge o- shaulCcr-- ar w'denec crown. TYrICAL POST MRCF le,lgth or „eea ;LI 25' - O" .1.:l Elemen- 3" J o,a WOOD BLOCK TO RCLND WOOD v0'I Tpencil xith One 1so Col v. ,rail t. prevent block r-Ot CtipR ELEVATION , - .VID-SPAN RAIL SPLICE I �t�on of Trafric Snowing o 25'- 0" ae.ctl.n of N-Bean moil, :2'- 6" all Terra r nal secti- moy 016, be supplied IS - General Note 2,r 10 d H 7 WOOD BLOCK TO RECTANGULAR WOOD I•7ST Fast, S: iray reau7re Guprd rcci 1 f'e Id rmdl':co+bn to encore crone` ganrd'a:l 13, mI" Blocr<� eight. 7- w M M WOOD BLOCK TO STEEL POST 4/°4'/z" sle++ea Hales I iA • I g.I /� 1 s 'J ar N6 x d,S steel Past 5+e¢1 Post r:nn... tTor to culvert 51*b T lose yr n ne-e s Iess atrial 36" car¢` v ,TV A572 GR 50)P Iate �...-�I I. The type of post (re'-.nd wood posf, rectangular woad post, or steel Cost) wall oc oG show` is the ❑Inns. The E act Pas �tian of MOGF shall ae snawn in the a l any or CS ::: r-e rt ed oy t+le Engineer, SfeCl Costs to be gclvoni2ed it occe-d-Ca xitn It- 445, "Golvani�ing," 7. Roil element s11.011 meet the rec,:reu1C.ts ar Item 540,"%Fetal Beam Coac Force" except sons. moo" rrea :n +ne piThe Ctm onractor rrny furn.: sl' rail eleents or ?S - 0", or 12'- 6" Inam., lengths. Rail element= may have slcttec halos at I/z" C-G or 6'-3" C-C: A soecTal lerajtr Of ra'I may pe mancfncturen to Gice0caloaate the downstream tlnrhor te,m;ral 'OAT) arO the trorsifion �H(.t"ads of 7r'i a'r I , 3. BUttaa heat "post" bolts (ASTM• A307.) shall be of suffic'eat length to oxford tnraugh Inc full thickness of the n.%f (ASTM A5631 ana Type A II y " ;,r,vasns- and dot 1—le than. I" xyand it. Button ,cad "splice" baits (ASTM A307: ure IA` (cr 2" long c+ tr Iola r3'1 splices, with ❑ %" unable -ecesseo !ASTM A563). Thrto o "rocrectian" %B" dF n. IAST.IA A3251 ha* halts snail De of S" icienf I-cil tc extend thraugn the fell tn: ress of the washers, ana nuts, 4. Fittirgs Icolt6, nuts, ana -w-AL—) moll be gelven'7ed 'n Ccenrdcnce v,.ith Item 445, "Galvnl" Fittings shell be s bsir,iory to the bid item. 5. =:own shall oe widened to accommodate the Metal Becm Gard Fence. 6. The lcte-ol approacn fa the guc-rd fence, anal) r•cve a max;mum slope of ;V1 IGH. -+. If shown elsev�here rn +ne, plans or as airectrec by the Engineer, the ghdrd fence may be flared at crate of 2521 or flatter. S. Unless o+herw,v c sham in the plans, g,lnrd fence placed :n fine vicinTty of c-les shall be Dc6itiored so trlot the `ace of a ra is located directly below or beh:ad the `ace of the rail. Rail placca over curbs shall be installed so tent the past belt is Iacofvc oporpximotck 25 inches above fne q..tte- pan ar edge of shoulder, 9. If solid rack s enG uaferea with'.`' C to 18" a' file finished gr--ode, ^r'II a 22" d Tc. ncle, or ar-'II two 12" dies f-ant to back overlopplrg holes, 24" irto the r-Ock. If solid -ock is eacoUrte,dc bale. 18",drill a 12" die, `Tole, r7" into t>-e rock or to the sfcndard embedment depth, whicasver maybe less- Any excess post lengfn, after meeting these depths, may be field cut to ensure prop.' %ardroil mpuating height. Oaekflll vli Th e cches;anle55 note-lal. 10. Posts sholi not be sat in concrete, cf any depth. Iz•x Iz^x I/,^p1cf. A36,_/j 1 Seecial fcbr :ca+"on will be req ir-eo at instal lotions having a curvature of 5+e¢f bottom plate with 9o1+-Tr, a qn Optic, = Re9a' rres a 6• m n, 61ab less +Ilan (50 ft. rad:Js. Bolt holes -tOlot all It wion ife to ickness. '7e" Duo IASIM A449] weevy hex bolts -Through rs+w'Ih two - 1 nened eleach and heavy hex .t.. 12, ';"less atl'e' '-e Shawn in the plan S, a a Dc-ite Irate` ial past and/a, Clock Bolt lengtr = $r Hb plus 2 A, a.i.. t:Iat meets the requirements of OMS-72i0,"Composite Material Pests and Blocks LOW FILL CJLVERT P05T far Metal Seam Guard Fence" may be suost;tuled for posts and/or Mocks of similar dimensions. The ConstructToc D:v:s'on, Tx1l mo:ntains a )Aoterlcl Culverts Of _>5 't. or less, see GF131ILS SfB.O.,d for •Long Soon" optT.n. Pr odes... List (MPL) for producers of materials conforming to Dh15-72i(T, Only E ppxy Note: prodreers on the MPL may furr�sh composite material posts an,]/or Blocks. Epoxy Anchor Op+iOnr this optic. My only be use0 :` the culvert 13, For posts located parfiul ly or %Vhcl ly between precast box a lvert v ity, the use sloh i6 n. thick. Threaded cadre, rpa5 must be % " Oio. or 0 cast - in -place Concrete closure Detween boxes is reaLTred. See DetaTI "A" n STM A949 or 4193 Gra Bi . nod.' n x rut, and one D ef,-ea s 1.� 5/0 •' Top batipn head post usher each. Embed On6nb, rocs 6" w"+neHift: MIT REn500 epoxy Or, Bridge StCnaara SLP -610. bolt With w95her and ant. achesiv¢, ptner Type III Class C epoxy o resivp5 erecting the (See ieGt,.P C-L)- reaairements of DMS-6'00, "Epoxies ana Adhesives", ex,y o f it ca, a, demens+:'o+ea that They meet or exceed foe Strer,gt,, 0 of Hilt; HIT RE 500 with the care ee,l, n+ dep+n a:Id threaded oia. Follow the ....f-ii-er's regoiren-e nts roe ins+all;ag _ _-- e0-ied ihre.ced rods. Extend rocs'/e" m,n, beyond nut. 12 - % " Die. x 2" Button head splice bolts 2 - Y "x 2 I/ " -Button nand splice halts ISee M6GF Stanaard) Slotted holes (See Cc- I Nate 71 12 '/2" THRIE-BEAM TERMINAL CONNECTION NON -SYMMETRICAL TRAN5ITION ?" 41/4"4'/" 2" (SEE GENERAL NOTES 6 6 7 FOR REQUIRED HARDwAqE) TO W-BEAM 1)C Gauge) Splice No Connect; on 26'-,7x• 4 Hardvrere pegUired sr.tfeC Holes at 6'- 3' C-C Post Holt Lenatl, r )' - I '/I'• C-C 3' - i '/z" von i e.s _ Splice Bolt Length -� T rfypl Direction of Traffic z" I z'p• Dual snowlder ! I fITT)1 Button Head lVl'W11 J. 8 %,, B,+ton Head Nate: Sol ice BallS and Nuts BUTTON HEAD BOLT GF(31), Mid -Span rail (See General Note 3) splices are required ^x z (/e' slatted 4/I_ _ S- -,�-rm/-121 Post and Spline B.i is w'tn 6'-3" past spacings. e •Rail Splice Holes ITypl Nate: (See General Not, 3) Holes (Typ) See ReiI SPIT.. DetaTI for required hardware. MID -SPAN ELEVATION 25- 0"(NOM..} W-BEAM SECTION RAIL SPLIC✓= DETAIL 12- B•• RAIL SECTIONS MAY ALSO BE SUPPLIED ISEE GENERAL NOTE 2) I s a C� ----------...._ 12 - I"x 2" . T�- �Sl o+te0 Hole Payment For VBGF Trans (Non-sym7 Nan-Syxmetrical Trans:t7on Hall 71A Direction of Trgffic Note: All rail elements snall be lapped n the tlireaf -, of adjocer+ +ref Fic. DOWNSTREAM RAIL ATTACHMENT REVISIONS IJ a. XSCRIPTION DATE 1 Q 2 Q NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES. RETAINING WALLS Ara} STRUCTURES ;INLESS OTHERWISE NOTED NOTE: ALL STREET RADII SHALL BE 15' ArU '.LL DRIVEWAY RADB SHALL BE 5.UNLESS OTHERWISE NOTED NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FEET CIFPROPOSED RIGHT OF WAY THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 49 HOURS PRIOR To EXCAVATING AT EACH LOCATION AT&T 1-dUO-878--8711 FORT INORTH HATER DEPT--FIELD OPERATIONS (817) 871-R296 C) RT WORTH T&PW (817) 871-8;00 ATMOS ENERGY (817) 215-4366 Cv ONCOR GAS 8r ELECTRIC (817) 2'5-6214 C3 TXU ENERG+ I-SOU-233-2133 TELEPHONE (817) 338-68t9 C;SBC CHARTER COMM. (817) 509-6272 EXT 336.5 Z ALL OTHER FACILITIES 1-800-DJG-TESS HORIZONTAL & VERTICAL CONTROL U LLI NOry rr(1�1f 1..F. CITY PROJECT 102161 N-XXXX :PATER PROJECT N/A A•IAPSCO NO. 44-X, r SEINER PR0J£CT N/A 58-EU, 58-C, 58-G, (� MAP NO. N/A .5B-H. 58-0d, 58-R, 59-M N LU VJ FORT FORT WORTH a Z LU 2 CITY OF FORT WORTH, TEXAS uw TRANSPORTATION AND PUBLIC WORKS O CAPITAL DELIVERY DIVISION Q� a MV Engineering, Inc. o EMP TBPE REG: NO. F-9474 Q MV Engrneering, Inc. 100 East ISth SL, See I I S. Port Worth, Texas,76102 Ph: (B17)529-1916 Q Committed to Excellence SIL VER CREEK ROAD LU FROM BREWER DR TO SIL VER CREEK BRIDGE w U STANDARD CONSTRUCTION DETAIL Of LU DESIGNED: MVE SCALE: DATE: SHEET DRAWN: MVE I MAY 2019 70A OF 1 39 c flreaxrnvcy Cable Term1-:ol IRCT1 Cagle Anchor Assembly with n able Bracket, Hear: ng PIote a-d stanpprd no, dwar e.� -s ll el) Shell A^glo/ - Bracket-7 15ce 'tote 2) (Raondec) PI-Heanl End 5ectior C� C1) �IIHIIryTII O'BCT Post Sleeve Ill :SCH 40 Galy. Pipe!- * 68 /a"CMir.) T,Dc Embeament C3 a 5 x 80" Ground Struts 9'- 4:/z" PciI Section. ;See Ge-:era1 Note 2) I/ �JO 3Cf cnble nnchpr end A��crDr Dr acKet with Hardware +l 01 Stee3 F nuo datian T.Iaes with Nordwore 7 /, " x s . 4 b" IT OAT iernrfaal Post (LAN End payment for CAT IEA.! i3egin payment 'o- -egul ar IAHCF ;Ft.: gee GFr3') To properly lr tall and me I ntein the anchor system, a 3'/a"1±1 /z" too. paroject ion :s reyu Trod Bove the fini Seed g�OUo. Direction of Tr"1C 7OWNSTRLAM ANCHOR TERMINAL (DAT) Only For downstream use, when located nuts=de the horizontal Clecrance area of oDp Ds:ag t-affic. 12 -6" .Mir,• MBGF Begir Lengt, pf Need ILON7 Fin"sped Grade \II'- F B"ITYPI �-Hn'Is �e "to Top r 4" �Y4Dia. of ^late lL /q" DTa Spl'ce BOIL Slot ITYPI a \ ^�!,' F O BEARING PLATE 1st.. zs O rri 1 nnr '''n �re B nnnun lr 6 ELEVATION (See Note 11 Non-Sy—st-ccl T—na't-, Ha'I Sect�on "See GF :3:} `pr aetD'11� 1 Paymert fpr Non-Synz of: 7Cal GENFRAL NOTES 1. The aetaiI shown ie the ninimull Length o° deep ILON) for a DAT connected to a concrete r-ci 1. 2. The roil SeCt: Cn at the ena {last iS 5.,pported -, the Snelf Aag fe. Bracket. Tr)e iI element is rot of tachea to the no past, J. The f0ur110t:Oc tubes shall not project more than 3 an— t1e fi,ished grade, a. All rordwar,a '.1 DAf shell be ASTM A307 .lri ess pt�envl sc EP.wn. Gr(311 Sileet f"Dr terminal connection datails. 4.- 1" 11.. 3'- I '�'• t spaces at 4" r4 TERMINAL .RAIL ELEMENT FOR DAT 2" 2'M Sfats (TIP) CHANNEL STRUT ra . 5 y a ' . — 3" 2Y" 1�. e �L F,.x1,. I- Slots (TYR) V W-BEAM ENO SECTION (ROUNDED) 02 GA,) SHELF ANGLE BRACKET Tf 1 /a" nra. 3 ; %1 •• 28 / .. Holes 4S T� 2 /," Di.. 4-1 Hole SIDE VIF'll FRONT VIEW TERMINAL POST I '/q"x 5 '/<"x 46' Wood Post :7" D ;a. '[DE VIEly FRONT vlEn' Q STEEL FOUNDATION TUBE 5"x 8"x 'A' x 72" Steel Tube MOY STRIP INSTALLATION If a'noa: 6tr:p Ts r eL;red w'th the FIAT 'r.stallat ion the Leave-D1.t area oropnd To. Steel fapndat Ton tubes and the two onannel strats may be omitted. This wTll regcl're a fr:I I oo— of the f... Lot i o- tales. # COAT) PARTS LIST OT" OSteel F... cation Taoe 2 (/D� DAL ler-m"Pal Post 1. \.'J channel Strot 2 4 Terminal Rail Element I Srelr Angle Bracket I i BCT gearing Plate 1 BCT Post sleeve C—dro'I Anchor BrocKet 1 (Rpunded)W-Beam End Sect;on I CO� 8CT Cable Anchor :T Recessed Not, Guarara:l ZO I 1 I/ Bust tton ead Solt 4 �j 10" Bnttgn Head Dolt 2 14 Va" x 2" Hea Hear, Heft 8 15 5/q" x 8" Hee Heoa Nolt q 15 5/e" 9 10" HCx Heod Bolt 2 17 5".. Flat Washer 18 REVISIONS Na. n OESLRIPTCN GATE p 3 Y CONSTRUCTION NOTES NOTE CONTRACTOR SHALL PROTECT ALL EXISTING TRFES, FENCES. RET4INING WALLS ANL STRUCTUJWI RES NLESS OTHER NOTED. E: ;ILL NOTSTREET RADII SHALL DE 15 AND ALL DRIVEWAY RADII SHALL HE 5' UNLESS OTHERWISE NOTED NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTEO To ONE FEET OF ?fiORUSED RIGHT OF WAY THE CONTRACTOR SHALL CONTACT THE FOLLOI'ANG AT LEAST AS HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-8oO-978-8711 r FORT WORTH WATER - "L'I.-FIELO OPERATIONS i817) 87 8296 O FORT wpRNT T&PW (817) 971-3100 P EMI ATMOS ENERGY (B17) 215--4366 ONCOR GAS & ELECTRIC (617) 215-621a 0 TX11 ENERCY 1-800-233-2133 SBC TELEPHONE (817) 338-6819 O CHARTER COMM_ (617) 509-6272 EXT. 3363 Z ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL 8, VERTICAL CONTROL U W ,3 CITY PROJECT //02707 K-XXXX WAlLR PROJECT N/A MAPSCO NO 44-X, SEWER PROJECT N/A 58-8, 58-C, 58-G, V MAP NO N/A 58-H. 58-7d, 58-R, 59-Atf N W FoRT WoRTH C; LLI 2 CITY OF FORT WORTH, TEXAS W TRANSPORTATION AND PUBLIC WORKS O CAPITAL DELIVERY DIVISION d MV Engineering, Inc. TAPE REG: NO. F 9474 Q pIV Engineering, Inc. 100 East IS1h St, Ste 115. Fort Worft Texas,76102 O Ph: (817)529.1916 Committed to Excellence SIL VER CREEK ROAD W W FROM BREWER DR TO SIL VER CREEK BRIDGE W U STANDARD CONSTRUCTION DETAIL W DESIGNED: AVE SCALE: DATE: SHEET DRAWN: MVE I MAY 2019 70BOF 1 39 UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM Project ltent Infortnation No. I Description JFiI ASE TA 114*100.0t 1 0170.0100 Mobilization 2 0171.0101 Construction Staking 3 0171.0102 As -Built Survey__ 4 0241.0550 Remove Guardrail 5 0241.1000 Remove Cone Pvmt 6 0241,1100 Remove As haft Pvmt 7 0241.0500 Remove Fence 8 0241,1307 3" Surface Mifflin 9 0241.1700 11" Pavement Pulverization 10 0241.3011 Remove 8" Storm Line 11 0241.3013 Remove 18" Storm Line 12 0241.3017 Remove 30" Storm Line 13 0241.4401 Remove Headwall/SET 14 3110.0101 Site Clearing 15 3123.0101 Unclassified Excavation by Plan 16 3124.0101 Embankmentby Plan 17 3125.0101 SWPPP > i acre 18 3137.0104 Medium Stone Ri ra , dry 19 3201.0400 Temporaty Asphalt Paving Repair 20 3201.0656 Conc Pvmt Repair, HES, ArteriaVlndusi 21 3211.0112 6" Flexible Base, Type A, GR-1 22 3211.0113 8" Flexible Base, T e A, GRA 23 3211.0600 Cement 261bs/SY 24 3212.0401 HMAC Transition 25 3213.0101 6" Conc Pvmt 26 3213.0102 7" Conc Pvmt 27 3212.0302 2" Asphalt Pvmt Type D 28 3212,0303 3" Asphalt Pvmt Type D (Overlay) 29 3212.0500 2" Asphalt Pvmt Type B 30 3212.0501 4" Asphalt Pvrnt Type B 31 3217.0001 4" SLD Pvmt Markin HAS (W 32 3217.0002 4" SLD Pvmt Markin HAS (Y) 33 3217.0003 4" BRK Pvmt Marking,HAS (W) 34 321T0201 8" SLD Pvmt Markin HAS W 35 3217.0202 8" SLD Pvmt Markin HAS Y 36 3217.0501 24" SLD Pvmt Markin HAE W 37 3217.1002 Lane Legend Arrow 38 3217.1004 Lane Legend Only 39 3217.2102 REFL Raised Marker TY I-C 40 3217.2103 REFL Raised Marker TY II -A -A 41 3217.2104 REFL Raised Marker TY li-C-R 42 3231.0212 Smooth Wire Fence, Metal Posts 43 3291.0100 Topsoil 44 3292.0400 Seeding, H dromulch 45 3341.0103 18" RCP, Class ill 46 13341.1101 4x2 Box Culvert 47 13341.1303 6x4 Box Culvert 48 3341.1501 8x4 Box Culvert 49 3349.1000 Headwall, Box Culvert 50 3349.4203 18" SET, 2 pipes 51 3349.4001 SET, Type I for Box Culverts 52 3349.7002 5'Drop Inlet 53 13441.1802 Advanced Warning FlasherAssmbl (Sol 54 13441 A003 Furnish/Install Alum Sign Ground Mount 55 13441.4108 Remove Sign Panel and Post 00 42 43 BID PROPOSAL Page I or3 Bidder's Application Bidder's Proposal Specification Unit of Bid Unit Price I Bid Value Section No. Measure Quantity 01 7000 LS 1 01 71 23 LS 1 01 71 23 LS 1 0241 13 LF 250 0241 13 SY 923 0241 13 SY 385 0241 13 LF 6,56C 0241 15 SY 904 0241 15 SY 26,78, 0241 14 LF 30 0241 14 LF 324 0241 14 LF 84 0241 14 EA 4 31 1000 SY 3,110 312316 CY 12,12( 31 24 00 CY 5,775 31 25 00 LS 1 31 37 00 SY 270 3201 18 LF 350 3201 29 SY 201 00 00 00 SY 125 00 00 00 SY 10,57( 3211 33 TN 442.72 32 12 16 TN 6.00 32 13 13 SY 927 32 13 13 SY 1 170 32 12 16 SY 34,301 321216 SY 904 331216 SY 246 331216 SY 34,055 32 1723 LF 17,557 32 1723 LF 17,360 32 1723 LF 735 32 1723 LF 105 32 17 23 LF 55 32 1723 LF 25 32 1723 EA 2 32 1723 EA 2 32 17 23 EA 14 32 17 23 EA 216 32 1723 EA 47 323126 LF 5,069 329119 CY 1,175 32 92 13 SY 10,572 3341 10 LF 140 3341 10 LF 494 3341 10 LF 60 3341 10 LF 62 33 49 40 CY 139 33 49 40 EA 2 33 49 40 CY 9 33 49 20 EA 2 3341 10 EA 2 34 41 30 EA 49 34 41 30 EA 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Rcviscd 20[20120 0043 00_00 43 13_0042 43_00 43 37_0045 12_00 31 13 Bid Proposal Warkbwk Addendm" No 2 As SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 0042 43 B1D PROPOSAL Page 2 o1'3 Bidder's Application Project Item Information Bidders Proposal Bidlist Item No. Descri lion P Specification Section No. Unit of Measure Did Quantity Unit Price Bid Value 56 3471.0001 Traffic Control 3471 13 MO 12 57 9999.0000 INSTL OM ASSM 0M-3L FLX GND 00 00 00 EA 6 58 9999,0001 INSTL OM ASSM OM-3R FLX GND 00 00 00 EA 3 59 9999.0002 TxDOT MTL W-BEAM GD FEN MM POST) 00 00 00 LF 434 60 19999.0003 GUARDRAIL END TREATMENT (INSTALL 00 00 00 EA 3 61 9999.0004 DOWNSTREAM ANCHOR TERMINAL SECT TY 1V) 10000 EA 3 62 9999.0005 REMOV STR (BOX CULVERT) 00 00 00 EA 1 63 9999.0006 Flexamat Plus — Outfalls 00 00 00 SF 250 64 9999.0007 Flexamat Plus — Low Water Crossing 00 00 00 SF 625 65 9999.0009 Temporary Portable Traffic Signals 00 00 00 MO 12 66 19999.0010 Construction Allowance 00 00 00 EA 1 $200,000.00 $200,000.00 Sub Total: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Frn Rcrised 20120120 00 4100_00 43 1LOG 49 43_00 43 37_0045 12 00 35 13 ➢id Proposal WorWwok Addendum No. 2.xls SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL Pago 3 or 3 Riddei's Application Project Item Trifonnation Bidder's Proposal Bidlist item Specification Unil of Bid Description Unit Price Bid Value O Section No. Measure Quantity XLTME :STA F+-000 TO END 1 0170.0100 Mobilization 01 7000 LS I 2 0171.0101 Construction Staking 01 71 23 LS 1 3 0171.0102 As-BuiftSurvev 01 7123 LS I 4 0241,1100 Remove Asphalt Pvmt 0241 13 SY 762 5 0241.0500 Remove Fence 0241 13 LF 3,165 6 0241.1700 11" Pavement Pulverization 0241 15 SY 4,789 7 0241.3013 Remove 18" Storm Line 0241 14 LF 37 8 0241.3019 Remove 36" Storm Line 0241 14 LF 61 9 0241.4401 Remove HeadwalUSET 0241 14 EA 3 10 3110.0101 Site Clearing 31 1000 SY 3,110 11 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 12,120 12 3124.0101 Embankment by Plan 31 2400 CY 5,775 13 3125.0101 SWPPP > I acre 31 2500 LS 1 14 3137.0104 Medium Stone Ri ra , dry 31 37 00 SY 135 15 3211,0113 8" Flexible Base, 11pe A, GR-1 00 00 00 SY 2,200 16 3211.0600 Cement 261bs/SY 32 11 33 TN 89.3 17 3212.0401 HMAC Transition 32 12 16 TN 0.35 18 3212.0302 2" Asphalt Pvmt 1Xpe D 32 1216 SY 7,312 19 3212.0500 2" Asphalt Pvmt Type B 33 12 16 SY 864 20 3212.0501 4" Asphalt Pvmt Type B 33 12 16 SY 6,866 21 3217.0001 4" SLD Pvmt Markin HAS (W) 32 17 23 LF 8,646 22 3217.0002 4" SLD Pvint Markin HAS (Y) 32 17 23 LF 2,250 23 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 28 24 3231.0212 Smooth Wire Fence, Metal Posts 32 M 26 LF 1,606 25 3291.0100 Topsoil 3291 19 CY 627 26 3292.0400 Seeding, H dromulch 3292 13 SY 5,645 27 3341.0103 18" RCP, Class III 3341 10 LF 140 28 3341.0205 24" RCP, Class III 3341 10 LF 24 29 3341.0207 24" RCP, Class V 3441 10 LF 172 30 3341.0309 36" RCP, Class BI 3341 10 LF 36 31 3349.1103 24" Flared Headwall, 2 pipes 33 49 40 EA 2 32 3349.2003 24" Parallel Headwall, 1 pipe 33 49 40 EA 2 33 3349.2007 36" Parallel Headwall, I pipe 33 49 40 EA 2 34 3349.4103 18" SET, I pipe 33 49 40 EA 2 35 3349,4205 24" SET, 2 pipes 34 49 40 EA 2 36 3441.4003 FurnislilInstall Alum Sign Ground Mount City Std. 34 41 30 EA 24 37 3441.4108 Remove Sign Panel and Post 3441 30 EA 24 38 3471.0001 Traffic Control 3471 13 MO 12 39 9999.00001NSTL OM ASSM 0M-3L FLX GND 00 00 00 EA 7 40 9999.0001 INSTL OM ASSM OM-3R FLX GND 00 00 00 EA 7 41 9999.0006 Flexamat Plus - Outfalls 00 00 00 SF 1280 42 9999.0009 Standard Flexamat - Slope Reinforcment 00 00 00 SF 4500 43 9999.0009 Temporary Portable Traffic Signals 00 00 00 MO 12 44 9999.0010 Construction Allowance 00 00 00 EA 1 $100,000.00 $100 000.00 Sub Total: UNIT I BASE BID): BEGIN TO STA 114+00.00 UNIT II BID ALTERNATE): STA 114+00.00 TO END TOTAL BID END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Rcrised 201201241 00 410001143 13_00 42 43_00 43 37_0045 12 00 35 13 Bid Proposal W mkbook Addmdum No. 2.xrs 2 SECTION 00 1113 INVITATION TO BIDDERS 001113-1 INVITATION TO BIDDERS Pagel of 2 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Silver Creek Road Improvements —Phase 2 will be received 6 by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 200 Texas Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, July H, 2019, and bids will be opened publicly and read aloud at 13 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORD 16 The major work will consist of the (approximate) following: 17 a Reconstruction of existing pavement from the end of the boulevard section at Brewer 18 High School entrance to Live Oak Creek Bridge (excluding the bridge) and adding wider 19 shoulders. 20 o Construction of shoulders throughout phase 1 (from Live Oak Bridge to Silver Creek 21 Bridge) and up to the City Limits 22 * Replacing existing culverts which have been determined to be undersized 23 o Acceleration and left turn lanes at Silver Creek Materials 24 o Increasing the radii of two 90-degree curves 25 ® Replacing various failed concrete pavement panels near the end of the existing boulevard 26 section 27 28 PREQUALIFICATION 29 The improvements included in this project must be performed by a contractor who is pre- 30 qualified by the City at the time of bid opening. The procedures for qualification and pre- 31 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 32 33 DOCUMENT EXAMINATION AND PROCUREMENTS 34 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 35 of Fort Worth's Purchasing Division website at hqp://Www.fortworthtexas.gov/purchasingi and 36 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 37 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 38 suppliers. The contractor is required to rill out and notarize the Certificate of Interested 39 Parties Form 1295 and the form must be submitted to the Project Manager before the 40 contract will be presented to the City Council. The form can be obtained at 41 https:/;www.ethics.statc.tx.us/rilineinfo/1295/. 42 43 Copies of the Bidding and Contract Documents may be purchased from MV Engineering, Inc. 44 which is as follows 500 West 7'h St, Suite 1717, Fort Worth, Texas 76102: 45 46 The cost of Bidding and Contract Documents is: 47 Set of Bidding and Contract Documents with full size drawings: $90 48 Set of Bidding and Contract Documents with half size (if available) drawings: $50 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 22, 2016 0011 13-2 INVITATION TO BIDDERS Page 2 of 2 1 2 PREBID CONFERENCE 3 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 4 BIDDERS at the following location, date, and time: 5 DATE: June 19, 2019 6 TIME: 2:00 PM 7 PLACE: City Hall 8 200 Texas Street 9 Fort Worth, Texas 76102 10 LOCATION: Conference Room 270 11 12 13 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 14 City reserves the right to waive irregularities and to accept or reject bids. 15 16 INQUIRIES 17 All inquiries relative to this procurement should be addressed to the following: 18 Attn: Mitch Aiton, P.E., City of Fort Worth 19 Email: Mitch.Aiton@,fortworthtexas.gov 20 Phone: (817) 392-6591 21 AND/OR 22 Attn: George Behmanesh, P.E., MV Engineering, Inc. 23 Email: gbehmanesh@mv-engineering.com 24 Phone: (817) 529- 1916 25 26 ADVERTISEMENT DATES 27 June 6, 2019 28 June 13, 2019 29 30 END OF SECTION CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 22, 2016 2 1. Defined Terms SECTION 00 2113 INSTRUCTIONS TO BIDDERS 0021 13 - 1 INSTRUCTIONS TO BIDDERS Page I of 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 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. PrequaIification 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 https_//projeclpoint.buzzsaw.com/fortworthgov/Resources/02%20- 41 %20Construction%2ODocuments/Contractor%2OPre ualifiication/TPW%2OPavin 42%20Contractor%20Prequalification%2OProgram/PREQUALIFICATION%20REQ 43 UIREMENTS%20FOR%20PAVING°/o`2000NTRACTORS.PDF? ublic 44 45 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 46 btt s:// ro'eet oint.buzzsaw.com/fortworth ov/Resources/02%20- 47%20Construction%2ODocuments/Contractor%2OPre ualiflcation/TPW%2ORoadwa 48 y%20and%20Pedestrian%20Lighting%20Preaualification%20Program/STREET% 49 20LIGHT%20PRE UAL%20RE MNTS. df? ublic CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.1.3. Water and Sanitary Sewer--- Requirements document located at; 2 httys://prof_eetpoint.buzzsaw.eom/fortworthgov/Resources/02%20- 3 %20Construcfon% o2ODocuHients/Contractor%2OPrequalification'Water%2Oand%2 4 OSanita %2OSewer%2OContractor%2OPre ualification%2OPro am/WSS%20 re 5 qual%20req.uirements.doc?public 6 8 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 9 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 10 45 11, BIDDERS PREQUALIFICATIONS. 11 12 3.2.L Submission of and/or questions related to prequalification should be addressed to 13 the City contact as provided in Paragraph 6.1. 14 15 16 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 17 bidder(s) for a project to submit such additional information as the City, in its sole 18 discretion may require, including but not limited to manpower and equipment records, 19 information about key personnel to be assigned to the project, and construction schedule, 20 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 21 deliver a quality product and successfully complete projects for the amount bid within 22 the stipulated time frame. Based upon the City's assessment of the submitted 23 information, a recommendation regarding the award of a contract will be made to the 24 City Council. Failure to submit the additional information, if requested, may be grounds 25 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 26 notified in writing of a recommendation to the City Council. 27 28 3.4. In addition to prequalification, additional requirements for qualification may be required 29 within various sections of the Contract Documents. 30 31 32 33 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 34 35 4.1. Before submitting a Bid, each Bidder shall: 36 37 4.1.1. Examine and carefully study the Contract Documents and other related data 38 identified in the Bidding Documents (including "technical data" referred to in 39 Paragraph 4.2. below). No information given by City or any representative of the 40 City other than that contained in the Contract Documents and officially 41 promulgated addenda thereto, shall be binding upon the City. 42 43 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 44 site conditions that may affect cost, progress, performance or furnishing of the 45 Work. 46 47 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 48 progress, performance or furnishing of the Work. 49 50 51 4.1.4. OMITTED CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site (except Underground Facilities) that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 9 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data I I which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents. No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.7. Perform independent research, investigations, tests, borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations, tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations, tests and studies. 25 26 4.1,8. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work, time required for its completion, and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research, tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima -facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents, 42 43 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of. 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF PORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures (except Underground Facilities) which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents, but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data" or 11 any other data, interpretations, opinions or information. 12 13 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means, methods, techniques, sequences or 17 procedures of construction (if any) that may be shown or indicated or expressly required 18 by the Contract Documents, (iii) that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc., have not been resolved through the interpretations by City as described in 22 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 27 biphenyis (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work, Etc. 32 33 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4,01 of the Supplementary Conditions. In the event the necessary right- 44 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits, and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 6 6. Interpretations and Addenda 7 8 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 200 Texas Street 20 Fort Worth, TX 76102 21 Attn: Mitch Aiton, P.E., City of Fort Worth 22 Email: Mitch.Aiton@fortworthtexas.Roy 23 Phone: (817) 392-6591 24 6.2. 25 26 27 6.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 28 City. 29 30 6.4. Addenda or clarifications may be posted via Buzzsaw at 31 https.,_/prooectpoint.buzzsaw.com/client/fortworthizov/Advertised/CO2101 -Silver Creek Road 32 Improvements/Silver Creek. Addendum No. l.pdf 33 34 6.5. A prebid conference may be held at the time and place indicated in the Advertisement or 35 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 36 Project. Bidders are encouraged to attend and participate in the conference. City will 37 transmit to all prospective Bidders of record such Addenda as City considers necessary 38 in response to questions arising at the conference. Oral statements may not be relied 39 upon and will not be binding or legally effective. 40 41 7. Bid Security 42 43 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 44 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 45 the requirements of Paragraphs 5.01 of the General Conditions. 46 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or -Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 02101 Revised August 21, 2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title, the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 0021 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0210I Revised August21, 2015 0021 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 10 17.3. City may conduct such investigations as City deems necessary to assist in the I 1 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is Iower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY Or FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 21, 2015 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 I SECTION 00 32 15 2 CONSTRUCTION PROJECT SCHEDULE 3 PART1- GENERAL FA" ►T 3 : I 1 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Project Schedule 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: l 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 D. Purpose 14 The City of Fort Worth (City) is committed to delivering quality, cost-effective 15 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative (Project Scheduler) responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City. 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the 40 City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of I0 1 will develop and maintain a schedule for their scope of work in alignment with the 2 City's standard schedule requirements as defined herein. The data and information of 3 each such schedule will be leveraged and become integral in the master project 4 schedule as deemed appropriate by the City's Project Control Specialist and approved 5 by the City's Project Manager. 6 7 1. Master Project Schedule 8 The master project schedule is a holistic representation of the scheduled activities 9 and milestones for the total project and be Critical Path Method (CPM) based. The 10 City's Project Manager is accountable for oversight of the development and 11 maintaining a master project schedule for each project. When the City contracts for 12 the design and/or construction of the project, the master project schedule will 13 incorporate elements of the Design and Construction schedules as deemed 14 appropriate by the City's Project Control Specialist. The assigned City Project 15 Control Specialist creates and maintains the master project schedule in P6 (City's 16 scheduling software). 17 18 2. Construction Schedule 19 The Contractor is responsible for developing and maintaining a schedule for the 20 scope of the Contractor's contractual requirements. The Contractor will issue an 21 initial schedule for review and acceptance by the City's Project Control Specialist 22 and the City's Project Manager as a baseline schedule for Contractor's scope of 23 work. Contractor will issue current, accurate updates of their schedule (Progress 24 Schedule) to the City at the end of each month throughout the life of their work. 25 26 B. Schedule Tiers 27 The City has a portfolio of projects that vary widely in size, complexity and content 28 requiring different scheduling to effectively deliver each project. The City uses a 29 "tiered" approach to align the proper schedule with the criteria for each project. The 30 City's Project Manager determines the appropriate schedule tier for each project, and 31 includes that designation and the associated requirements in the Contractor's scope of 32 work. The following is a summary of the "tiers". 33 34 1. Tier 1: Small Size and Short Duration Project (design not required) 35 The City develops and maintains a Master Project Schedule for the project. No 36 schedule submittal is required from Contractor. City's Project Control Specialist 37 acquires any necessary schedule status data or information through discussions with 38 the respective party on an as -needed basis. 39 40 2. Tier 2: Small Size and Short to Medium Duration Project 41 The City develops and maintains a Master Project Schedule for the project. The 42 Contractor identifies "start" and "finish" milestone dates on key elements of their 43 work as agreed with the City's Project Manager at the kickoff of their work effort. 44 The Contractor issues to the City, updates to the "start" and "finish" dates for such 45 milestones at the end of each month throughout the life of their work on the project. 46 47 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 48 The City develops and maintains a Master Project Schedule for the project. The 49 Contractor develops a Baseline Schedule and maintains the schedule of their 50 respective scope of work on the project at a level of detail (generally Level 3) and in CrfY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised DULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager, 2 The Contractor issues to the City, updates of their respective schedule (Progress 3 Schedule) at the end of each month throughout the life of their work on the project. 4 C. Schedule Types 5 Project delivery for the City utilizes two types of schedules as noted below. The City 6 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 7 monthly updates to the City Project Manager (end of each month) as a "progress" 8 schedule. The Contractor prepares and submits each schedule type to fulfill their 9 contractual requirements. 10 11 1. Baseline Schedule 12 The Contractor develops and submits to the City, an initial schedule for their scope 13 of work in alignment with this specification. Once reviewed and accepted by the 14 City, it becomes the `Baseline" schedule and is the basis against which all progress 15 is measured. The baseline schedule will be updated when there is a change or 16 addition to the scope of work impacting the duration of the work, and only after 17 receipt of a duly authorized change order issued by the City. In the event progress is 18 significantly behind schedule, the City's Project Manager may authorize an update 19 to the baseline schedule to facilitate a more practical evaluation of progress. An 20 example of a Baseline Schedule is provided in Specification 00 32 15.1 2I Construction Project Schedule Baseline Example, 22 23 2. Progress Schedule 24 The Contractor updates their schedule at the end of each month to represent the 25 progress achieved in the work which includes any impact from authorized changes 26 in the work. The updated schedule must accurately reflect the current status of the 27 work at that point in time and is referred to as the "Progress Schedule". The City's 28 Project Manager and Project Control Specialist reviews and accepts each progress 29 schedule. In the event a progress schedule is deemed not acceptable, the 30 unacceptable issues are identified by the City within 5 working days and the 31 Contractor must provide an acceptable progress schedule within 5 working days 32 after receipt of non -acceptance notification. An example of a Progress Schedule is 33 provided in Specification 00 32 15.2 Construction Project Schedule Progress 34 Example. 35 36 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 37 The following is an overview of the methodology for developing and maintaining a 38 schedule for delivery of a project. 39 40 A. Schedule Framework 41 The schedule will be based on the defined scope of work and follow the (Critical Path 42 Methodology) CPM method. The Contractor's schedule will align with the requirements 43 of this specification and will be cost loaded to reflect their plan for execution. Overall 44 schedule duration will align with the contractual requirements for the respective scope of 45 work and be reflected in City's Master Project Schedule. The Project Number and Name 46 of the Project is required on each schedule and must match the City's project data. 47 48 B. Schedule File Name CITY OF, PORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of I0 1 All schedules submitted to the City for a project will have a file name that begins with the 2 City's project number followed by the name of the project followed by baseline (if a 3 baseline schedule) or the year and month (if a progress schedule), as shown below. 4 5 ® Baseline Schedule File Name 6 Format: City Project Number —Project Name _Baseline 7 Example: 101376_North Montgomery Street HMAC Baseline 8 9 O Progress Schedule File Name 10 Format: City Project Number _Project Name _YYYY-MM 11 Example: 101376 North Montgomery Street HMAC_2018-01 12 13 0 Project Schedule Progress Narrative File Name 14 Format: City Project Number _Project Name _PN_YYYY-MM 15 Example: 101376_North Montgomery Street HMAC_PN_2018_01 16 17 C. Schedule Templates 18 The Contractor will utilize the relevant sections from the City's templates provided in the 19 City's document management system as the basis for creating their respective project 20 schedule. Specifically, the Contractor's schedule will align with the layout of the 21 Construction section. The templates are identified by type of project as noted below. 22 ® Arterials 23 0 Aviation 24 ® Neighborhood Streets 25 a Sidewalks (later) 26 o Quiet Zones (later) 27 ® Street Lights (later) 28 ® Intersection Improvements (later) 29 m Parks 30 o Storm water 31 o Street Maintenance 32 ® Traffic 33 ® Water 34 35 D. Schedule Calendar 36 The City's standard calendar for schedule development purposes is based on a 5-day 37 workweek and accounts for the City's eight standard holidays (New Years, Martin Luther 38 King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 39 Christmas). The Contractor will establish a schedule calendar as part of the schedule 40 development process and provide to the Project Control Specialist as part of the basis for 41 their schedule. Variations between the City's calendar and the Contractor's calendar 42 must be resolved prior to the City's acceptance of their Baseline project schedule. 43 44 E. WBS & Milestone Standards for Schedule Development 45 The scope of work to be accomplished by the Contractor is represented in the schedule in 46 the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 47 development of the schedule activities and shall be imbedded and depicted in the 48 schedule. 49 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised DULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 I The following is a summary of the standards to be followed in preparing and maintaining 2 a schedule for project delivery. 3 4 1. Contractor is required to utilize the City's WBS structure and respective project type 5 template for "Construction" as shown in Section 1.4.H below. Additional activities 6 may be added to Levels I - 4 to accommodate the needs of the organization executing 7 the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 8 "Construction Execution" that delineates the activities associated with the various 9 components of the work. 10 11 2. Contractor is required to adhere to the City's Standard Milestones as shown in 12 Section 1.4.I below. Contractor will include additional milestones representing 13 intermediate deliverables as required to accurately reflect their scope of work. 14 15 F. Schedule Activities 16 Activities are the discrete elements of work that make up the schedule. They will be 17 organized under the umbrella of the WBS. Activity descriptions should adequately 18 describe the activity, and in some cases the extent of the activity. All activities are 19 logically tied with a predecessor and a successor. The only exception to this rule is for 20 "project start" and "project finish" milestones. 21 22 The activity duration is based on the physical amount of work to be performed for the 23 stated activity, with a maximum duration of 20 working days. If the work for any one 24 activity exceeds 20 days, break that activity down incrementally to achieve this duration 25 constraint. Any exception to this requires review and acceptance by the City's Project 26 Control Specialist. 27 28 G. Change Orders 29 When a Change Order is issued by the City, the impact is incorporated into the previously 30 accepted baseline schedule as an update, to clearly show impact to the project timeline. 31 The Contractor submits this updated baseline schedule to the City for review and 32 acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the 33 following: 34 35 1. Time extensions associated with approved contract modifications are limited to the 36 actual amount of time the project activities are anticipated to be delayed, unless 37 otherwise approved by the Program Manager. 38 39 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 40 the date of receipt of the approved Change Order. 41 42 3. The changes in logic or durations approved by the City are used to analyze the impact 43 of the change and is included in the Change Order. The coding for a new activity(s) 44 added to the schedule for the Change Order includes the Change Order number in the 45 Activity ID. Use as many activities as needed to accurately show the work of the 46 Change Order. Revisions to the baseline schedule are not effective until accepted by 47 the City. 48 49 50 H. City's Work Breakdown Structure CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary .Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure 1. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting 41 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 2 Water & Sewer 3 3330 Conduct Design Public Meeting #3 (if required) 4 3360 Final Design Complete 5 ROW & Easements 6 4000 Right of Way Start 7 4230 Right of Way Complete 8 Utility Relocation 9 7000 Utilities Start 10 7120 Utilities Cleared/Complete 11 Construction 12 Bid and Award 13 8110 Start Advertisement 14 8150 Conduct Bid Opening 15 8240 Award Construction Contract 16 Construction Execution 17 8330 Conduct Construction Public Meeting 44 Pre -Construction 18 8350 Construction Start 19 8370 Substantial Completion 20 8540 Construction Completion 21 9130 Notice of Completion/Green Sheet 22 9150 Construction Contract Closed 23 9420 Design Contract Closed 24 1.5 SUBMITTALS 25 A. Schedule Submittal & Review 26 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 27 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 28 the Contractor's baseline and progress schedules with the Master Project Schedule as 29 support to the City's Project Manager. The City reviews and accepts or rejects the 30 schedule within ten workdays of Contractor's submittal. 31 32 1. Schedule Format 33 The Contractor will submit each schedule in two electronic forms, one in native file 34 format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document 35 management system in the location dedicated for this purpose and identified by the 36 Project Manager. In the event the Contractor does not use Primavera P6 or MS 37 Project for scheduling purposes, the schedule information must be submitted in .xls or 38 .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 39 Construction Project Schedule Baseline Example), including activity predecessors, 40 successors and total float. 41 42 2. Initial & Baseline Schedule 43 The Contractor will develop their schedule for their scope of work and submit their 44 initial schedule in electronic form (in the file formats noted above), in the City's 45 document management system in the location dedicated for this purpose within ten 46 workdays of the Notice ofAward. 47 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 The City's Project Manager and Project Control Specialist review this initial schedule 2 to determine alignment with the City's Master Project Schedule, including format & 3 WBS structure. Following the City's review, feedback is provided to the Contractor 4 for their use in finalizing their initial schedule and issuing (within five workdays) their 5 Baseline Schedule for final review and acceptance by the City. 6 7 3. Progress Schedule 8 The Contractor will update and issue their project schedule (Progress Schedule) by the 9 last day of each month throughout the life of their work on the project. The Progress 10 Schedule is submitted in electronic form as noted above, in the City's document 11 management system in the location dedicated for this purpose. 12 13 The City's Project Control team reviews each Progress Schedule for data and 14 information that support the assessment of the update to the schedule. In the event 15 data or information is missing or incomplete, the Project Controls Specialist 16 communicates directly with the Contractor's scheduler for providing same. The 17 Contractor re -submits the corrected Progress Schedule within S workdays, following 18 the submittal process noted above. The City's Project Manager and Project Control 19 Specialist review the Contractor's progress schedule for acceptance and to monitor 20 performance and progress. 21 22 The following list of items are required to ensure proper status information is 23 contained in the Progress Schedule. 24 0 Baseline Start date 25 0 Baseline Finish Date 26 • % Complete 27 o Float 28 0 Activity Logic (dependencies) 29 0 Critical Path 30 a Activities added or deleted 31 • Expected Baseline Finish date 32 0 Variance to the Baseline Finish Date 33 34 B. Monthly Construction Status Report 35 The Contractor submits a written status report (referred to as a progress narrative) at the 36 end of each month to accompany the Progress Schedule submittal, using the standard 37 format provided in Specification 00 32 15.3 Construction Project Schedule Progress 38 Narrative. The content of the Construction Project Schedule Progress Narrative should 39 be concise and complete to: 40 0 Reflect the current status of the work for the reporting period (including actual 41 activities started and/or completed during the reporting period) 42 • Explain variances from the baseline on critical path activities 43 0 Explain any potential schedule conflicts or delays 44 ® Describe recovery plans where appropriate 45 • Provide a summary forecast of the work to be achieved in the next reporting period. 46 47 C. Submittal Process CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 0 Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 2 foIlowing the steps outlined in Specification 00 32 15.4 Construction Project 3 Schedule Submittal Process. 4 a Once the project has been completed and Final Acceptance has been issued by the 5 City, no further progress schedules or construction status reports are required from 6 the Contractor. 7 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. The person preparing and revising the Contractor's Project Schedule shall be 12 experienced in the preparation of schedules of similar complexity. 13 B. Schedule and supporting documents addressed in this Specification shall be prepared, 14 updated and revised to accurately reflect the performance of the Contractor's scope of 15 work. 16 C. The Contractor is responsible for the quality of all submittals in this section meeting the 17 standard of care for the construction industry for similar projects. 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 1.13 ATTACHMENTS 22 Spec 00 32 15.1 Construction Project Schedule Baseline Example 23 Spec 00 32 15.2 Construction Project Schedule Progress Example 24 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 25 Spec 00 32 15.4 Construction Project Schedule Submittal Process 26 27 28 PART 2 - PRODUCTS [NOT USED] 29 PART 3 - EXECUTION [NOT USED] 30 END OF SECTION 31 32 33 34 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial issue CITY OF FORT WORTH Silver Creels Road Improvements - Phase 2 STANDARD SPECIFICATION City Project No. 02101 Revised JULY 20, 2018 00 35 13 BID FORM Page 1 of 1 SECTION 00 30 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIO Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. http://www.ethit.i.�t.itc.tx.us/formslCIQ.12df hftp://www.ethics.state.tx.us/forms/CIS.pd# ❑ CIO Form does not apply 0 CIQ Form is on file with City Secretary ❑ CIO Form is being provided to the City Secretary ❑ CIS Form does not apply 0 CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER. Texas Materials/Texas Bit dba JLB Contracting By: PO Box 24131 Signature: Fort Worth, Texas 76124 Title: END OF SECTION VP of Project Development CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 00 41 00_00 43 13_00 42 4300 43 3700 45 12_00 35 13Bid Proposal Workbook Addendum No (version 2) agoTEXAS A CRH COMPANY January 10, 2019 RE: 2018 Rule Changes to Form 1295 420 Decker thrive, Suite 200 Irving, TX 75062 Phone: (214) 741-3531 Beginning January 1, 2018 changes tools effect concerning Form 1295. According to these changes a publicly traded business entity, including a wholly owned subsidiary of the business entity is exempt from the Form 1295 filing requirement. TexasBit is a part of Texas Materials Group, Inc., a member of the CRH family of companies that are wholly owned by CRH pic headquartered in Ireland. CRH (LSE: CRH, ISE: CRG, NYSE. CRH) is a leading global diversified building materials group, employing 87,000 people at 3,800 operating locations in 31 countries worldwide. A Fortune 500 company, CRH is a constituent member of the FTSE 100 index, the EURO STQXX 50 index and the ISEQ 20. CRH's American Depositary Shares are listed on the NYSE. Chris Michael Vice President & General Manager TexasBit, a CRH company 3.45% 0.01 % Treasery !relarld W Retail Eumpelaher North America 0 United Kingdom *We&FMpctarbryn lrxan war. beak* Am,ft. �-* _ t:3am anise 4-4;%1, to U% FTanel 299M IAV4 t•lama U 001"6 939 45E IM ie:rftlpntr�fi agat: rtttr ,e at IV M"'ak,h,vsZ Dial by 1�4M4"% a�05TA rot;W4U ptn;wj �nY+cr'r.^r �+irala shaKhasns am cNssftd a%-fa1*bwm TO: The Purchasing Manager clo: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: City Project No.: 02101 Units/Sections: 1. Enter Into Agreement SECTION 00 41 00 BID FORM Silver Creek Road Improvements - Phase 2 STA. 22+16.53 TO STA 158+94.09 0041 00 BID FORM Page 1 of 3 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. BIDDEN Acknowledgements and Certification 2.1. In submitting this Bid; Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond, 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Sid 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. JL8 CONTRACTING, LLC CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 0000 43 1300 42 4300 43 37_00 45 12 00 3613_Bid Proposal Workbook Addendum No (version 2) 00 41 00 BID FORM Page 2 of 3 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. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Asphalt ConlRecon Unlimited b. Concrete ConlRecon <15,000 SY C. Cl 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 Days days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. a. 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 6.01 of the General Conditions. c. Proposal Farm, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBF 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 CITY OF FORT WORTH JLB CONTMCTING, LLC STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13_131d Proposal Workbook Addendum No (version 2) 00 41 00 BID FORM Page 3 of 3 subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Unit Bid Items Unit I Base Bid $3,607,396.93 Unit II Bid Alternate $1,411,606.71 Total Bid $4,918,903.64 7. Bid Submittal This Bid is submitted on Thursday, July 11, 2019 by the entity named below. Respectf submitted, By: (Signature) (Printed Name) Title: VP of Project Develor Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No, 3: Addendum No. 4: Company: Texas Materials/Texas Bit dba JLB Contracting Address: PO Box 24131 Fort Worth, Texas 76124 State of Incorporation: Email: ronald.stinsonOtexasbit.com, Phone: 817-261-2991 END OF SECTION JL8 CONTRACTING, LLC Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 1200 35 13_Bid Proposal Workbook Addendum No (version 2) SECTION 00 42 43 PROPOSAL FORM UNIT PRICE I3I© 004243 BID PROPOSAL Page 1 of 3 Uidder'!s Application Project Item Infortuation Bidder's Proposal Bidlist Item Specification Unit of Bid Description Specification Bid Value No. Section No, Measure Quantity N1 1 BASE TA 114+0 .0D 1 _ 0170.0100 Mobilization 01 70 00 LS 1 $131 955.00 $131 955.00 2 0171.0101 Construction Staking 01 71 23 LS 1 $25 150.00 $25,150,00 3 01.71,0102 As -Built Serve 01 71 23 LS l $1 830.00 $1 830.00 4 0241,0550 Remove Guardrail 0241 13 LF 250 $9.15 $2,287.50 5 i 0241.1000 Remove Cone Pvmt 0241 13 SY 923 $8.25 $7 614.75 6 0241.1100 Remove Asphalt Pvmt 0241 13 SY 385 $9.55 $3 291.75 7 0241.0500 Remove Fence 0241 13 LF 6,560 $1.55 $ I0 168.00 8 0241.1507 3" Surface Milling 0241 15 SY 904 $6.10 $5,514,40 9 0241.1700 11" Pavement Pulverization 0241 15 SY 26,784 $9.15 $218 289.60 10 02413011 Remove 8" Storm Line 0241 14 LF 30 $30.50 $915.00 t 1 0241,3013 Remove 18" Storm Line 02 41 I4 LF 324 $30.50 $9 882,00 12 0241.3017 Remove 30" Storm Line 02 41 14 LF 84 $31.70 $2 662.80 13 0241.4401 Remove Headwall/SET 0241 14 EA 4 $1,220.001 $4 880.00 14 3110,6101 Site Clearin 31 1000 SY 3,110 $27.55 $95 630.50 15 3123.010I Unclassified Excavation by Plan 312316 CY 12,120 $16.15 $195 738.00 16 3124.0101 Embankment by Plan 31 24 00 CY 5,775 $7.30 $42,157.50 17 3125,0101 SWPPP n I acre 312500 LS 1 $29,860.00 $29 860.00 18 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 270 $183.00 $49 410.00 19 3201.0400 TempoM Asphalt Paving Repair 32 Ot 18 LF 350 $117.00 $40 950.00 20 3201,0656 Cone Pvmt Repair, HES, Arterial/Industrial 32 Ot 29 SY 201 $120.75 $24 270.75 21 3211.0112 6" Flexible Base Type A, GR 1 00 00 00 SY 125 $11.90 $1487.50 22 3211.0113 8" Flexible Base Type A, GR-1 00 00 00 SY 10,57(1 $12.55 $132,653.50 23 13211.0690 Cement(261bs/SY 321133 TN 442.72 $247.05 $109,373.98 24 3212.0401 HMAC Transition 32 12 16 TN 6.00 $402,10 $2 412.60 25 3213,0101 6" Cone Pvnit 3213 13 SY 927 $44.35 $41 1 I2,45 26 3213.OIO2 7" Conc Pvnit 32 13 13 SY I70 $102.70 $17,459,00 27 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 34,301 $12.27 $420 873.27 28 3212.0303 3" Asphalt Pvmt Type D Overla 32 12 16 SY 904 $22.09 $19 969.36 29 3212.0500 2" Asphalt Pvmt Type B 33 12 16 SY 246 $27.87 $6,856.02 30 3212.0501 4" Asphalt Pvmt Type B 33 1216 SY 34,055 $10.67 $363 366.85 31 3217.0001 4" SLD Pvmt Markin HAS 32 17 23 LF 17,557 $0.55 $9 656.35 32 3217.0002 4" SLD Pvmt Markin HAS Y 32 17 23 LF 17,360 $0.55 $9 548.00 33 3217.0003 4" BRK Pvmt Markin HAS W 32 17 23 LF 735 $0.65 $47735 34 3217.0201 8" SLD Pvmt Markin HAS W 32 17 23 LF 105 $2.45 $257.25 35 3217.0202 8" SLD Pvmt Markin HAS Y) 32 17 23 LF 55 $3.05 $167.75 36 3217.0501 24" SLD Pvmt Markin HAE W 32 17 23 LF 25 $I8.30 $457.50 37 3217.1002 Lane Legend Arrow 32 17 23 EA 2 $244.00 $488.00 38 3217.1004 Lane Le end Only 32 17 23 EA 2 $366.00 $732.00 39 3217,2102 REM Raised Marker TY I-C 32 1723 EA 14 $12.201 $170.80 40 3217.2103 REFL Raised Marker TY II -A -A 32 1723 EA 216 $8.55 $1 846.90 41 3217.2104 REFL Raised Marker TY 11-C-R 32 17 23 EA 47 $12.20 $573.40 42 3231.6212 Smooth Wire Fence, Metal Posts 323126 LF 5,069 $6.90 $34 976.10 43 3291.0100 Topsoil 3291 19 CY 1 1,175 $17.10 $20 092.50 44 3292.0400 Seeding, H dromalch 3292 13 SY 10,572 $1.35 $14,272,20 45 334I.0103 18" RCP, Class 111 3341 10 LF I40 $194.00 $27 160.00 46 3341.1101 4x2 Box Culvert 3341 10 LF 494 $507.50 $250705.00 47 3341,1303 6x4 Box Culvert 3341 10 LF 60 $883.30 $52 998,00 48 3341.1501 8x4 Box Culvert 3341 10 LF 62 $ 1116.30 $64 210.60 49 3349.1000 Hoadwall Box Culvert 33 49 40 CY I39 $2.598.60 $361 205.40 50 3349,4203 18" SET, 2 pipes 33 49 40 EA 2 $4,514.00 $9 028.00 51 13349.4001 SET, Type I for Box Culverts 33 49 40 CY 9 $5 160.60 $46 445.40 52 3349.7002 5'Drop Inlet 33 49 20 EA 2 $15,860.00 $31720.00 53 3441.1802 Advanced Wamiqg Flasher Assmbl Solar 33 41 10 EA 2 $3,995.50 $7 991.00 54 3441.4003 FurnisbAnstall Alum Si Ground Mount CityStd. 34 41 30 EA 49 $481.90 $23,613.10 55 3441.4108 Remove Si Panel and Post 34 41 30 EA 31 $I15.90 $3 592, 00 ALB CONTRACTING, LLG CITY Of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fm Roviscd 20120120 004t 00_0043 13004243_0043370045 12_0035 13_Bid Proposal Workbo4 Addendum No(version 2) SECTION 00 42 43 PROPOSAL FORM UNIT MICE BID 004243 BID PROPOSAL Page 2or3 Bidder's Application Project Item Information Bidder's Proposal BidlistIt'em No. Description Specifrcation Section No. Unit of Measure Bid Quantity Unit Price Bid Value 56 3471.0001 Traffic Control 3471 13 MO 12 $1.1 654.80 $139,857,60 57 9999.0000 INSTL OM ASSM OM-3L FLX GND 00 00 00 EA 6 $213.50 $1 281.00 58 9999.0001 INSTL OM ASSM OM-3R FLX GND 00 00 00 EA 3 $213.50 $640.50 59 9999.0002 TxDOT MTL W-BEAM GD FEN TIM POST 00 00 00 LF 434 $25.30 $10,980.20 60 9999.0003 GUARDRAIL END TREATMENT ONSLAUL 00 00 00 EA 3 $4,636.00 $13 908.00 61 9999.0004 DOWNSTREAM ANCHOR TERMINAL SECT Y IV 1 00 00 EA 3 $1,961.00 $5 983.00 62 9999.0005 REMOV STR BOX CULVERT 00 00 00 EA 1 $10,980.00 63 9999,0006 Flexarnat Plus -- Outfalls 00 00 00 SF 250 $6 100.00 64 9999.0007 Flexamat Plus — Low Water Crossin 000000 SF 625 $12968.75 65 9999.0009 Tem or Portable Traffic Sr als 000000 MO 12 M$24.40 $119 340.00 66 9999.0010 Construction Allowance 000000 EA I $200 000.00 Sub Total: I $3 507 %,93 JLB CONTRACTING, LLC CITY OF FORT WORTH STANDARD CONSTRUCnON SPECEFf.CATIONDOCUMENTS Form Revised 20120120 0041 00_00 43 130042 43_00 43 37_00 45 12_00 35 13_Bid Proposal Wark w k AddcM=No (version 2) SECTION 00 42 43 PROPOSAL FORM UNIT PRICE 13I0 00 42 43 BIi7 PROPOSAL POP 3 0r 3 Bidder's Application Project Item Information Bidder's Proposal BidiistItem Specification Unit of Bid Description Unit Price BidVfllue No. _ Section No. Measure Quantity UNJ I L ER TETA M00.0 T E 1 0170.0100 Mobilization 01 70 00 LS 1 $79 150.00 $79 150.00 2 01.71.0101. Construction Staking 01 71 23 LS 1 $22 707.00 $22 707.00 3 0171.0102 AS -Built Survey Ot 7123 LS l $1493.15 $1,493.15 4 0241.11[00 Remove Asphalt Pvmt 0241 13 SY 762 $8.55 $6 515.10 5 0241.0500 Remove Fence 0241 13 LF 3,165 $ L55 $4 905.75 6 0241.1700 11" Pavement Pulverization 0241 15 SY 4,789 $8.20 $39 269.80 7 0241.3013 Remove 18" Storm Line 0241 14 LF 37 $30.50 $ i 128.50 8 0241.3019 Remove 36" Stomi Line 0241 I4 LF 61 $32.95 $Z 009.95 9 0241.4401 Remove Hcadwall/SET 024114 EA 3 $1,220.00 $3 660.00 10 3110.0101 Site Clearing 31 1000 SY 3 110 $11.20 $34 832.00 11 3123.0101 Unclassified Excavation by Plan 3123 16 CY 12,120 $13.75 $166 650.00 12 3124.0101 Embankment b flan 312400 CY 5,775 $7.30 $42 157.50 13 13125.0101 SWPPP >: 1 acre 312500 LS 1 1 $29,859.00 $29 859.00 14 3137.0104 Medium Stone Ripra , d 31 37 00 SY 135 $183.00 $24,705.00 15 3211.0113 8" Flexible Base Type A, GR-1 00 00 00 SY 2,200 $13.45 $29 590.00 16 3211.0600 Cement 26lbs/SY 32 11 33 TN 89.3 $247.05 $22 051.68 17 3212.0401 HMAC Transition 32 12 16 IN 0.35 $1 175.00 $411.25 18 3212.0302 2" As halt Pvmt Type D 32 12 16 SY 7,312 $12.69 $92 789.28 19 3212,0500 2" Asphalt Pvmt Type B 33 1216 SY 864 $15-501 $13 392.00 20 3212.0501 4" Asphalt Pvmt Type B 33 12 16 SY 6,866 $13.05 $89 601.30 21 3217.0001 4" SLD Pvmt Markin HAS {W) 32 17 23 LF 8,646 $0.55 $4,755.30 22 321T0002 4" SLD Nint Markin HAS Y 32 17 23 LF 2,250 $0.55 $1 237,50 23 3217,2103 REFL Raised Marker TY 11-A-A 32 17 23 EA 28 $1.2.20 $341.60 24 3231.0212 Smooth Wire Fence, Metal Posts 323126 LF 1,606 $6.90 $11,081.40 25 3291.0100 Topsoil 3291 19 CY 627 $17.10 $1072L70 26 3292.0400 Seeding, H dromulch 3292 13 SY 5,645 $1.35 $7 620.75 27 3341.0103 18" RCP Class B1 33 41 10 LF 14D $196.40 $27,496.00 28 3341.0205 24" RCP Class M 3341 10 LF 24 $451,40 $10 833.60 29 3341.0207 24" RCP, Class V 34 41 10 LF 172 $240.35 $41 340.20 30 3341.0309 36" RCP, Class III 33 41 10 LF 36 $463.60 $16 689.60 31 3349.1103 24" Flared Headwall, 2 pipes 33 49 40 EA 2 $8 235.00 $16,470.00 32 3349.2003 24" Parallel Headwall, 1 pipe 33 49 40 EA 1 2 $8,052,00 $16 104.00 33 3349.2007 36" Parallel Headwall, 1 pipe 33 49 40 EA 2 $12 200.00 $24 400.00 34 3349.4103 18" SET 1 i e 33 49 40 EA 2 $2,196.00 $4 392.00 35 3349.4205 24" SET, 2 pipes 34 49 40 EA 2 $5 002.00 $10,004.00 36 3441.4003 Furnisb/install Alum Sign Ground Mount City Std. 34 41 30 EA 24 $481.90 $11 565.60 37 3441.4108 Remove Sign Panel and Post 34 41 30 EA 24 $115.90 $2 781.60 38 3471.0001 Traffic Control 3471 13 MO 12 $11 654.80 $139 857.60 39 9999.0000 INSTL OM ASSM 0M-3L FLX GND 00 00 00 EA 1 7 $213.50 $1494.50 40 9999.0001 INSTL OM ASSM OM-3R] FLX GND 00 00 00 EA 1 7 $213.50 $1,494.50 41 9999.0006 Flexamat Plus -- Outfalls 00 00 00 SF 1280 $24.40 $31 232.00 42 19999,0008 Standard Flexamat- Slope Reinforcment 00 00 00 SF 4500 $20.75 $93 375.00 43 19999.0009 TempoM Portable Traffic Signals 00 00 00 MO 12 $9,945.00 $119 340.00 44 19999.00tO Construction Allowance 00 00 00 EA 1 $100 000.00 MOWN Sub Total: $1,411,506.71 BID SUMMARY UNIT I BASE BID): BEGIN TO STA 114+00.OU $3,507 395.93 UNIT II BID ALTERNATE): STA 114+00.00 TO END 1,41i,50Y.�1 TOTAL BID 4,918.903.64 END OF SECTION CITY OF FORT WORTH JL13 CONTRACTING, LLC STANDARD CONSTRUCTION SPECIFICATION AOCUMF:NTS Fm Reined 20120120 00 41 OII 0043 13_00 47 43 0043 37_00 45 1200 35 13_Bid Prop"sal Wwt bmk Addendam No (m io" 2) BID BOND KNOW ALL BY THESE PRESENTS! That we, Texas Materials Group, Inc. , known as "Bidder" herein and Liberty Mutual Insurance Company a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City' herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Silver Creek Road Improvements Phase 2 NOW, THEREFORE, the condition of this obligation is such that if the City 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 City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the P2rety have SIGNED an SEALED this instrument by duly authorized agents and officers on this the _ day of �� 1 ,P , 2019. Jr Attach Power of Attorney (Surety) for Attorney -in -Fact PRINCIPAL: Texas Materials Grqup, Inc. BY: r Signature %Za 1J ✓�. ST/ f Name and Title SURETY: LibertyMutualInsurance Company BY: - Signature Name and Title Silver Creek Road Improvements - Phrase 1 City Project No. 02101 *Liberty Mutua- SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated, Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 82.00750-007330 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the lays of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the Jaws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies°), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Sam Davis, Ron Stinson e- vrrr V1 rue f wurtn slate or 1 exas each individually if there be more than one named, its true and lavA execute, seal, acknowledge and deliver, for and on ifs behalf as surely and as its act and dead, any and all bid bonds on behalf of Texas Materials and the execution of such bid bonds, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by e press secretary of the Company in their own proper persons. IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 21st day of March , 2019 . �RLiberty Mutual Insurance Company hpG n gp�o uRa� The Ohio Casualty Insurance Company 3 '�a fi a zcp eq o West American Insurance Company David M. Carey, Assistant Secretary State of PENNSYLVANIA County ofMONTGOMERY ss On this 2I st day of March 2019 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance c Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes d therein contained by signing on behalf of the corporations by himself as a duty authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. kA � yp PAS, Q{4 *SAW l� �ty �y COMMONWEALTH OF PENNSYLVANIA Notarial Seal OF Teresa Pastella, Notary Public Upper MafrcnTwp., Montgomery County My Commission Expims Match 28,2021 QFIV Member, Penrtsyrvanla Aswiation of Naiades By: Teresa Pastella, Notary Public This Power of Attorney is made and executed pursuant to and by authority of the foltaving By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are novf in full force and effect reading as follows: ARTICLE IV— OFFICERS: Section 12. Parer of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-ln-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, reoognizanoes and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such pawar or authority. ARTICLE XIII — Execution of Contracts: Section 5, Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and Subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, reeognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of allomey, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such afiorneys-in- fad as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Companys Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 3rd day of July 2019 ?V 1NSU� Py'EX IN g4 a %HSU SsGoaao�r�Oy°e� �Ja��a� r¢ 99112 0 9999 w o s 1991 c 54 �. rd��'� ettug a� y�� hANP6� i� <s�yNMAt3p�,ab �y Renee C. Llewellyn, Assistant Secretary Silver Creeh-Road Intprovenfeuts - Phase 2 ! MS-i289D LrAiG C CIC Wp;C Multi Co eitl Bpnd_U6201$ Ciry Project No. 02101 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. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. R BIDDER: Texas Materials/Texas Bit dba JLB Contracting By: PO Box 24131 Fort Worth, Texas 76124 END OF SECTION Date: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 410000 43 1300 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook Addendum No (version 2) 0045 11 - 1 BIDDERS PREQUALIFICATIONS Page I of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 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 ht!ps://comptrollor.te*xas.gov/f6rms/qp-201.pd and. 30 fill out the 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. 4 6 8 END OF SECTION CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 43 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 Prequalification Expiration Bate Asphalt Con/Recon Unlimited Texas Materials dba JLB Contracting 1/1/2022 Concrete Con/Recon <15,000 SY Texas Materials dba JLB Contracting 1/1/2022 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. Texas Materials/Texas Bit dba JLB Contracting By: PO Box 24131_ Fort Worth, Texas 76124 (Signature) Title: VP of Project Development Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 410000,113 13_00 42 43_00 43 3700 45 1200 35 13_Bid Proposal Workbook Addendum No (version 2) 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of i 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 02101 Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance With 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 . By: vI� A*/ 13 Company (PIease Print) 14 15 *,?,Pi�� Cj ,?do Signature: 16 Address — 17 18 ,2tk Title: �+P 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFQR-E ME, tl� undersigned authority, on this day personally appeared 27 �lr',. y_,• — known to me to be the person whose name is 28 subscribed to the foregoin ins nt, and acknowledged to me that he/she executed the same as 29 the act and deed of �t S� for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE t`" day of 33 �L�S�afY��er , 201G�. 34 35 =- - 36 JAMIE GRFENNIAY 37 z:Notary Public, state o1 texas ota Publ in Ad for the ate o Texas Comm. Expires 09-25-2020 38 c% r,i�„• •. Notary ID 1211545-4 39 END OF ECYION 40 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 004540-1 Minority Business Enterprise Specifications Page] of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 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 GOALS The City's MBE goal on this project is 14% of the total bid value of the contract (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 $50,000 or more where a MBE subcontracting goal is applied, Offerors 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. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The MOW- Sliell deliver the MBE documentation in per,&*n to Iiie awropriate tinPloYce Of the pwchasittg division and Obtain A date/time receipt, Such receipt shalt I t:vidence that the City received the docnineoitaiitm in the time a]IWated. A faxed aadlar emniled copy will not be accepted. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than stated goal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2.00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/sup tier work: date. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised ,Tune 9, 2015 Silver Creek Road Improvements - Phase 2 City Project No. 02101 2 6 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. IFAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE I WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The NVNME Office at (817) 212-2674. 8 END OF SECTION 9 10 I CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised June 9, 2015 00 52 43 - 1 Agreement Pagel of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized onDI'Ad)is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Texas Materials dba JL B Contracting _ �( _y 7 authorized to do business in Texas, acting by and thro4 its duly authorized representative, 8 ("Contractor"). 9 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 10 follows: 11 Article 1. WORK 12 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 13 Project identified herein. 14 Article 2. PROJECT 15 The project for which the Work under the Contract Documents may be the whole or only a part is 16 generally described as follows: 17 Silver Creek Road Improvements --- Phase 2 18 City Project No. 02101 19 Article 3. CONTRACT PRICE 20 City agrees to pay Contractor for performance of the Work in accordance with the .Contract 21 Documents an amount, in current funds, of FOUR MILLION, NINE HUNDRED EIGHTEEN Dollars 22 ($_($4,918,903.64)i ). THOUSAND, NINE HUNDRED THREE 641100 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance within 365 days after the date when the 26 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 27 plus any extension thereof allowed in accordance with Article 12 of the General 28 Conditions. 29 4.2 Liquidated Damages 30 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 31 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 32 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 33 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 34 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 35 instead of requiring any such proof, Contractor agrees that as liquidated damages for 36 delay (but not as a penalty), Contractor shall pay City One Thousand Three Hundred 37 Dollars ($1,300) for each day that expires after the time specified in Paragraph 4.1 for 38 Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised 11.15.17 r 00 52 43 - 2 Agreement Page 2 of 5 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 Utilization 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 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 souebt were caused, in whole or in part, by any 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 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised 11.15.17 005243-3 Agreement Page 3 of 5 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 alleeed or 91 proven that all or some of the damages being sought were caused, in whole or in part, 92 by any 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. III 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. 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor. 117 118 7.7 Prohibition On Contracts With Companies Boycotting Israel. 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (1) 122 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised 11.15.17 005243-4 Agreement Page 4 of 5 123 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 124 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 125 certifies that Contractor's signature provides written verification to the City that 126 Contractor: (I) does not boycott Israel, and (2) will not boycott Israel during the term of 127 the contract. 128 129 7.8 Immigration Nationality Act, 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of 133 all I-9 forms and supporting eligibility documentation for each employee who performs 134 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 135 establish appropriate procedures and controls so that no services will be performed by any 136 Contractor employee who is not legally eligible to perform such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS I38 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of 142 this provision by Contractor. 143 144 7.9 No Third -Party Beneficiaries. 145 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 146 and there are no third -party beneficiaries. 147 148 7.10 No Cause of Action Against Engineer. 149 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting from the 152 engineering services performed. Only the City will be the beneficiary of any undertaking by 153 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 154 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 contractors or other entities, and do not relieve the construction contractors or any other 157 entity of their obligations, duties, and responsibilities, including, but not limited to, all 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work. The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection with their work or 163 any health or safety precautions. 164 165 SIGNATURE PAGE TO FOLLOW 166 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised 11.15.17 167 168 169 170 171 172 173 174 175 176 177 178 00 52 43 - 5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor:1—exLAb Materials Cuba City of Fort Wort o By: By: Dana Bur • off Interim Assistant City .Manager (Signature) Date 171511 t -3 (Printed Name) Title: 4r►> ( Address: f-rdp tom•®,- XV4 4f*,/e .moo City/State/Zip: Date Attest: City S (Seal) M&C ! Date: I C) a o10i Cj Form 1295 No. " 5 1 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ens all performance and reporting wire ents. YQuI Lopez Project Manager A rove orm and Legality: Douglas . Black Assistant City Attorney APPR VAL RECO E iIliam Johnson, Di ctor Transportation & P lie Works Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 OFFICIAL RECORD CRYe X&ad Mpio menls - Phase 2 FT O RT �-s y y ojeet No. 02101 Bond No. 014216642 006113-1 P1 RFORNIAN(T BOND Page I of 2 1 SECTION 00 61 1.3 PERFORMANCE BOND 3 4 THE STATE OF TEXAS 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TA►RRANT 7 f3 That we, — Texas Materials Group, Inc. , known as 9 "Principal" herein and Liberty Mutual Mutual Insurance Company. a corporate 10 surcly(sureties, if more than one) duly authorized to do business in the State of Texas, known as I I "Surety"herein (whether one or more), are held and firmly lx)und unto the City of Fart Worth, it 12 municipal corporation created pursuant to the laws of Texas, known its "City" herein, in the penal Four Million Nine Hundred Eighteen Thousand Nine 13 sutra ol, Hundred Three and 641100 l3ollars 14 (,$ 4,918,903.64 ), lawf tl money of the Ignited States, to be paid in Dort Worth, 15 Tarrant County, Texas for the payment of which sutra well and truly to be [Wade, we bind 10 ourselves, our heirs, executors, administrators, successors and assigns,,jointly and severally, 17 tirinly by these presents. ifs WHERE -AS, the Principal has entered into a certain written contract with the City 19 awarded the 22nd day of October 2019 , which Contract is Hereby referred to and 20 [bade a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment I labor anti other accessories defined by law, in the prosecution Of tile Work, including any Change 22 Orders, as provided for in said Contract designated as Silver Creek Road Improvements — Phase 23 2, City Project No. 02101. 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations tinder the Contract and shall in Fill respects duly and 20 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 ofthe Contract that may be granted on the part of the City, theta this obligation shall be 29 and become null and void, otherwise to .remain in full farce and effect. 30 PROVIDED FURTI IER, that if any legal action be filed oil this Bond, venue shall lie in 31 Tarrant County, Texas or the United .States District Court fbr the Northern District of Texas, Fort 32 Worth Division. CITY (W 1()R, WOP111 SilieerCreek RrxrdImprovertiou;- Mims e2 STANDARD CONSTRUCTION SPECIFICATION i3OCUNILNTS CRY f'rojeVI Ao. 02101 Revisol Atly 1, 2011 006113-2 PFRFORMANCY BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Govermment 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 SI6NED and SEALED S this instrument by doily authorized agents and officers on this the 8th day of 6 November 2019 7 9 ID 11 12 13 14 is lb 17 18 19 20 21 22 23 24 25 26 ?7 28 29 30 31 32 33 34 35 36 37 38 39 40 AT'I`fTST: r �41 ass its to Su1cl isa Hail PRINCIPAL Texas Materials Group, Inc. BY; Naive and Title Address: PO Box 24131 rt Worth TX 76124 SURETY Libert Mutual Insurance Company k3Y: re Linda Lee Nipper, Attorney -in -Fact Naine and'fitle Address: 15 W. South Temple, Suite 700 Salt Lake City, UT 84101 Telephone Number: 801-533-3629 41 *Note: If signed by an officer of the Surety Company, there tnust be on file a certified extract 42 from the by -laves showing that this person has authority to sigh such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FOR'r ! oki't i Suter Cit:ek Rare! bntprovements° - Mutse 2 STANDARD CONSTRUCTION SPE IRCATIONDOCtJ? E,NTS City Project No, 02101 Revised Rdy 1, 2011 Bond No. 014216642 0001 14 - 1 PAYMENT BOI D flit-ee 1 of SECTION 00 6114 PAYMENT BOND 3 4 THE STATE OF 'TEXAS § 5 § KNOW ALL By 'THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Texas Materials Group, Inc. known as "Principal" herein, andibert,Y ! _vql Insurance a 10 corporate surety (sureties), duly authorized to do business in (lie State of Texas, known as I I "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a I2 nitin.icipal corporation created pursuant to the laws of the State of Texas, known as "City„ .bercin, Four Million Nine Hundred Eighteen Thousand 13 in the penal suin of Nine Hundred Three and 641100 Dollars 14 ($ 4,918,903.64 ), lawful money of the United States, to be paid in Foit Worth, 15 'rarrant County, Texas, for the payment of which stint well and truly be .made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into ar certain written Contract with City, awarded the 19 22nd day of October , 2019 which Contract is hereby referred to and 2U made a part hereof for all purposes as if .fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided :for in 22 said Contract and designated as Silver Creek Road Improvements - Phase 2, City Project No. 23 02101. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (anti all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Coda, as amended) in the prosecution of the Work tinder 27 the Contract, their this obligation shalt be and become null and void, otherwise to reinain in fiill 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 cn-Y ov I ORT WORTI I Sih er Creek Rrxrd hpprvvenrerus° - Phan-2 STANDARD CONSTRUCTION SPECIFICATION DOC UMI—NTS L.r l Proje'ca A'o. 02101 tievisetl Ally 1, 2011 1 2 3 4 5 6 7 R 9 10 12 006t 14-2 PAYM .N'r BOND Page 2 or 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and STALED this instrttment by duly authorized agents and officers on this the sth _ day of November , 2019 ATTEST: PRINCIPAL - Texas Materials Group, Inc. BY: Signature �— Name and Title Address: PO Box 24131 Fort Worth, TX 76124 SURE'i"Y: Liberty Mutual Insurance Company ATTEST: BY: ,�ii�tiltar' �' NIA (Surety) Secretary Witness as o Surety Lisa Hall Linda Lee Nipper, Attorney -in -Fact, Dame and 'Title Address: 15 W. South Temple, Suite 700 Salt Lake City, UT 84101 Telephone Number: 801-533-3629 Nate: If signed by an officer of the Surety, there Must be on file a certified extract from the bylaws showing that this person 'has authority to sign such obligation. If Surety's physical address is different from its nailing address, both must be provided. The date of'the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY Ut, FORT WORTr 1 ,5ilvet- CreeA Road Impi-oy ementy - Phahe 2 STANDARD (,*ONSTitt;G'T'ION' SPf3C'lt'IC'ATION DOCUMENTS City Prqject Nv, 02101 Revised My 1, 2011 Bond No. 014216642 006t 19- t MARN`rl'.NANCC BOND Page 1 o1*3 I SECTION 00 61 19 2 MAINTENANCE BOND 3 4 T1IE STATE OF TEXAS § 5 § KNOW A.h,1, BY THESE PRESENTS: 6 COUNTY OF 1'A.RRAN1 § 7 8 That we _ Texas Materials Group, Inc. , known as 9 "Principal" herein and Liberty Mutual Insurance Company , a corporate surety 10 (sureties, if more titan one) duly authorized to do business in the State of Texas, known as I I "Surety" herein (whether one or mo.rc), are held and firmly hound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Four Million Nine Hundred Eighteen Thousand 13 in the SUIll of Nine Hundred Three and 641100 Dollars 14 ($ 4,918,903.64 ), lawful .honey of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sutra well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, Firmly by these Presents. 18 19 WHERF.AS, the Principal has entered into it certain written contract with the City awarded 20 the 22nd day of October , 20 19 , which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herci.n, to furnish al 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Wort: resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated its Silver Creek Road .Improvements 25 — Phase 2, City Project No. 0210l . 26 27 WHEREAS, Principal hinds itself10 use swell materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free froth defects in materials or workmanship for and during; the period of two (2) years 30 after the date of final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY O1 FORT wORTI I Siker O ek Rfmd lutprovemetax - Plra.re 2 f'it STANDARD CONST1ti=C_TION SPI"it I IC'ATIOter DOC'UMI-NTS ReViSC(l July 1, 2011 -y� Prtrjec't No.fT?101 3 4 5 6 7 x 9 to 11 12 13 14 15 16 17 18 19 20 M 61 19»2 MAINTFNANCEe HOOD Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, they this obligation shall becorne null and void; otherwise to remain in Full. force and effect. PROVIDED, IIOWEVLP, if Principal shall Fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated casts thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FUMAIER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the northern District of Texas, Foil Worth Division; and PROVIDED >NUWfHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY 01; FORT WORTrr STANDARD CONSTM ,c rION SPECIFICATION DOCUMENTS Reyisud July 1, 2011 Silver CreeA Road hire venrenty - flaw 2 Cit1, f roji a Nei, 02101 0001 19-3 M11AIN`rFNANC E, BONt) Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALFD this 2 instrument by dilly authorized agents and officers on this the 8th day of November 3 20 19 1 tl 11 12 13 14 Is 16 17 Is 19 20 21 27 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 39 39 40 41 ATTEST: PRINCIPAL: Texas Materials Groin, Inc 13Y: itnature Name andTitle Address: PO Box 24131 Fort Worth, TX 76124 SURETY: Liberty Mutual Insurance Compann__®_ 1 Y: si Linda Lee Ni2per, Attorne -in-Fact Name and Title NIA Address: 15 W. South Temple, Suite 700 _ (Sure t Secretaey Salt Lake City, UT 84101 Etna sM as to ty �Z'sa-mall— Teleplime Numbcr: 801-533-3629 *Note: If signed by an of icelr of the Surety Company, there must be on rile a ccrtitied extract from the by-laws shoeing that this; person has authority to sign such obligation. If Surety's physical address is different frown its mailing address, both an(]st be provided. The (late of the bong shall not be prior to the date the Contract is awarded. CITY O f-()RT WORT11 Silver Creek Rmid bmprovenrems - 1'l(rtie 1 STANDARD CONSTRUCTION SPT:C IFICATION DOCUMENTS C WY Projeei Ne). 01I01 Revi.ed July 1, 2011 State of UT County of Salt Lake ss' On November 08, 2019 , before nee, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, pen onally appeared Linda Lee Nipper known to me to be Attorney -in -Fact of Liberty Mutual Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to .me to be the person who executed the said instrument .in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WI-IEREOi~, I have hereunto set my hand and affixed nay official seal, the day and year stated in this certificate above. r � � My Corn.mission .Expires 3I13/2023 _ Lisa Hall Notary Public o9Tga� LlSA HALL Notary pubic State of Utah My Commission Expires Marcie 13, 2023 Commission Number 704231 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to the extent herein stated. I.Aherty Mutual Insurance Co npany 'Flre Olio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8197868 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Lisa 1.1slL Linda Lee Nipper. 1-ina Davis, Lindsey Plattner all of the city of Sall lake Ci1v state of U-t- each individually if there be more than one named, its true and lawful attorney -in -fact to make execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. s 1 St Clay or October , to l a. Liberty mutual Insurance company I he %N,91JR �rt� Ix�tNSU �t ov �� g� �N narrn'9y Ohio Casualty Insurance Company r�o �o sz4 # +�� ;p m WestAmerican Insurance Company 1912 1 19 1999 0 XY xAp L bolnur a m * h�*4 tsy. �vw`Nf.`L;'arey;.�"s€sldn�ecd'et�n Jrdle Ul t'011110T LWANVA County of MONTGOMBRY V N WITNESS WHEREOF, this Power ofAttorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed )n this 3 t m day of October , 2018 before me personally appeared David M. Carey. who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance ;ompany, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the surposes [herein contained by signing on behalf of the corporations by himself as a duly authorized officer. N A111ar I1111� , Yriltisei PHL111t,l, K4,11y M 914. .,, r :-I Iwo, J+,r Irnn:y r ::: t3 y # _ eresaPasteH5,"NbfaryP� W. .. _.._.._ ,- I IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. his Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV — OFFICERS: Section 12. Power of Attorney. —> Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the (' President may prescribe, shall appoint such attome s to fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety j� Y P PIS Y -� - Y Y rP 9 Y any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as it signed by the President and attested to by the Secretary. Any power or authority granted to any representative or aftornoy-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may he necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and alf undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-facl subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certiffcate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 8fh day of November 2019 PV SN3(�Rg �,AY IrVs& ,(y ltisuf 1912�191 P oy, Yd�yvssacllusk� �b �a�ra�1P9j�Cg D .� � » t. f"JYrAKr � �� 0/7 r �� ,,y �d sy, K Renee C. Llewellyn, Assistant Secretary 1 e � LlS-I3Kill.\13('(1('!f'4i-AlClrultiC�, 6n3F11K 0 Imponant Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety 2200 Renaissance Boulevard, Suite 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at; 1-800-252-3439 You may write the Texas Department of Insurance: P. ®. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http:l/www.tdi.state,tx.us E-mail: Cons umerProtectionOtdi.state_.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not became a part or condition of the attached document. LMIC-3600 Page 1 of 2 Rev. 71 07 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnuuy2, 2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I — Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents.................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I 1 Article 4 -- Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities ....................... 6.01 Supervision and Superintendence .............. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmiy2, 2016 ...............................................................19 ...............................................................19 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 Manager............................................................................................................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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FdmmFy2,2016 Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work............................................................................................... 38 10,02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process.............................................................................................................40 Article Ll - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................ 47 12.03 Delays.......................................................................................................................................... 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion..................................................... 14.01 Schedule of Values....................................................................................... 14.02 Progress Payments....................................................................................... 14.03 Contractor's Warranty of Title.................................................................... 14.04 Partial Utilization ........................ 52 ........................ 52 ........................ 52 sa ................................................................................................... 14.05 Final Inspection...................................................................................................... 14.06 Final Acceptance.................................................................................................... 14.07 Final Payment......................................................................................................... 14.08 Final Completion Delayed and Partial Retainage Release ................................... 14.09 Waiver of Claims................................................................................................... Article 15 - Suspension of Work and Termination -- 15.01 City May Suspend Work .......................... 15.02 City May Terminate for Cause ................ 15.03 City May Terminate For Convenience .... Article 16 - Dispute Resolution ................ 16.01 Methods and Procedures ....... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 201E ................................................................................... 57 ................................................................................... 57 ................................................................................... 58 ................................................................................... 60 ......................... 61 ......................... 61 Article17 — 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 SPECIFICATION DOCUMENTS Revision: Fcb;umy2,20E6 007200-I GENERAL CONDITIONS Page I of 63 ARTICLE I — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. 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 SPECIFICATION DOCUMENTS Revision: Febmary2, 20I6 00 72 00 -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 SPECIFICATION DOCUMENTS Revision: Febwaty2, 2016 007200-I 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 handed 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 SPECIFICATION DOCUMENTS Revision: Febmiary2,2016 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 fimds, 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 defmition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy 2, 2016 00 72 00 - 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 Manager —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 SPECIFICATION DOCUMENTS Revision: Febiu uy2,2016 00 72 00 - I GENERAL. CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 00 72 00 - 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 ward "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 SPECIFICATION DOCUMENTS Revision: Febnmry 2, 2016 007200-1 GENERAL CONDITIONS Page S of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thercoo 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 shaIl," "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 SPEECIFICATION DOCUMENTS Revision: Febnmy2, 2016 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: 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 SPECIFICATION DOCUMENTS Revision: Fcbnkuy 2, 2016 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: 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 6.1 S.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 SPECIFICATION DOCUMENTS Revision: Febnmiy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page I I 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 SPECIFICATION DOCUMENTS Revision: Febmimy2,2016 00 72 00 - 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 be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3, any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmaty 2, 2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before fin-ther 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 SPECIFICATION DOCUMENTS Revision: Febmary2,2016 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: I. 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 SPECIFICATION DOCUMENTS Revision: Febnkury2, 2016 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 whom 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 SPECIFICATION DOCUMENTS Revision: Febmary 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 16 of63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 - 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. S. 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 SPECIFICATION DOCUMENTS Revision: Febnimy2,2016 00 72 00 - 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 SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-I GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto', defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right -of way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fcbwmy2, 2016 007200-I GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by Ietter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 00 72 00 - 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 0132 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 SPECIFICATION DOCUMENTS Revision: Fehnmiy2, 2016 00 72 00 -1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: if a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxmry2, 2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 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. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE 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. Material misrepresentation of any nature will 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 SPECIFICATION DOCUMENTS Revision: Febanry2, 2016 00 72 00 - 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 bates. 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 SPECIFICATLON DOCUMENTS Revision: Febniwy 2, 2016 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 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by 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 SPECIFICATION DOCUMENTS Revision: Febaimry 2, 2016 00 72 00 - 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 Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages {including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page28 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 maybe obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. htip: www.window.state.tx.us/taxinfo/taxforms/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 SPECIFICATION DOCUMENTS Revision: Febnu ry2, 2016 00 72 00 - 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 621, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 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 inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy2, 2016 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. I . 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 SPECIFICATION DOCUMENTS Revision: FdxuaryZ 2016 00 72 00 - 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 Contractors 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 SPECIFICATION DOCUMENTS Revision: Fehmary2, 2016 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. observations by City; 2, recommendation or payment by City of any progress or final payment; the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY LNTENDED 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 INDEAMEICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fe6mary2, 2016 007200-1 GENERAL CONDITIONS Page 34 of 63 ' A O1 _ LL1 OF THE 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 6.1 S.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 SPECIFICATION DOCUMENTS Revision: Febnaary2,2016 007200-I 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 SPECIFICATION DOCUMENTS Revision: Fcbmmy2,2016 00 72 00 - 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 udder the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and 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 SPECIFICATION DOCUMENTS Revision: Fdxwfy2, 2016 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 Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager'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 OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febiu uy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager 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 Manager 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 Manager 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 WORD; 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 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 performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will he 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 SPECIFICATION DOCUMENTS Revision: Febnwy2,2016 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 SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 - I 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 I I — COST OF THE WORD; ALLOWANCES; UNIT PRICE WORK; PLATYS 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 11.01.13, 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 SPECIFICATION DOCUMENTS Revision: Febnay 2, 2016 00 72 00 - I GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. C. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. 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 SPECIFICATION DOCUMENTS Revision: Fdxuary2, 2016 00 72 00 - 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 11.0I.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.OLA and 11.013, 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 SPECIFICATION DOCUMENTS Revision: Febnmry 2, 2016 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. 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 SPECIFICATION DOCUMENTS Revision: Fdxuaiy 2, 2016 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 SPECIFICATION DOCUMENTS Revision: Febmry 2, 2016 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 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l .A.2. and 11.01.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 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdm=y2,2016 00 72 00 - 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 Iimited 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 Iimited 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 SPECIFICATION DOCUMENTS Revision: Febtuaty2, 2016 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 Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnaty2, 2016 00 72 00 - 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 SPECIFICATION DOCUMENTS Revision: Fftoy2, 2016 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: I . 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 SPECIFICATION DOCUMENTS Revision: Fdmimy2,2016 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 SPECIFICATION DOCUMENTS Revision: Febnimy2,2016 007200-I 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 SPECIFICATION DOCUMENTS Revision: Febmacy2,2016 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 Iatter 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 SPECIRCATION DOCUMENTS Revision: Febuaty2, 2016 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 WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy 2, 2016 00 72 00 -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 SPECIFICATION DOCUMENTS Revision: F6nmiy2, 2016 007200-I GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: I. 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 CIaims 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: I. 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 SPECIFICATION DOCUMENTS Revision: Fcbnuty2, 2016 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 TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Febrmy2,2016 00 72 00 - 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 perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established 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 SPECIFICATION DOCUMENTS Revision: Febnoy2, 2016 00 72 00 - I GENERAL CONDITIONS Page 59 of63 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 Iiability. 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 SPECIFICATION DOCUMENTS Revision: Febaimy2,2016 00 72 00 - 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 unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy2, 2016 00 72 00 - 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 and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fcbmaty 2, 2016 00 72 00 - 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 parry 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 SPECIFICATION DOCUMENTS Revision: Febnoy 2, 2016 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 SPECIFICATION DOCUMENTS Revision: Febcuwy2,2016 I SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Pagel of6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.0313.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings, SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER Norse TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing casement line locations. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised January 22, 2016 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 II 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 15 A Core Reports Report No. 0909, dated 7/27/2012 prepared by City of Fort Worth T/PW Soil Lab Services, 16 providing additional information on Laboratory Results for Test Hole and Plasticity Index 17 18 A Recommendation- Report No. DE19-204, dated 7/27/2012 prepared by Alliance Geotechnical Group a 19 sub -consultant of MV Engineering, Inc., a consultant of the City, providing additional information on 20 Geotechnical Investigation of Pavement Reconstruction 21 22 The following are drawings of physical conditions in or relating to existing surface and subsurface 23 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 24 25 None 26 27 SC-4.06A., "Hazardous Environmental Conditions at Site" 28 29 The following are reports and drawings of existing hazardous environmental conditions known to the City: 30 31 32 SC-5.03A., "Certificates of Insurance" 33 34 The entities listed below are "additional insureds as their interest may appear" including their respective 35 officers, directors, agents and employees. 36 37 (1) City 38 (2) Consultant: None 39 (3) Other: None 40 41 42 SC-5.04A., "Contractor's Insurance" 43 44 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the fallowing 45 coverages for not less than the following amounts or greater where required by laws and regulations: 46 47 48 CITY OF FORT WORTH Silver Creek Road Lnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised January 22, 2016 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 2 3 Statutory limits 4 Employer's liability 5 $100,000 each accident/occurrence 6 $100,000 Disease - each employee 7 $500,000 Disease - policy limit 8 9 SC-5.04B., "Contractor's Insurance" 10 11 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 12 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 13 minimum limits of: 14 15 $1,000,000 each occurrence 16 $2,000,000 aggregate limit 17 18 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 19 General Aggregate Limits apply separately to each job site. 20 21 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 22 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 23 24 SC 5.04C., "Contractor's Insurance" 25 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 26 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 27 28 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 29 defined as autos owned, hired and non -owned. 30 31 $ I,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 32 least: 33 34 $250,000 Bodily Injury per person / 35 $500,000 Bodily Injury per accident / 36 $100,000 Property Damage 37 38 SC-5.04D., "Contractor's Insurance" 39 40 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 41 material deliveries to cross railroad properties and tracks 42 43 None 44 45 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 46 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 47 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 48 Entry Agreement" with the particular railroad company or companies involved, and to this end the 49 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 50 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 51 to the Contractor's use of private and/or construction access roads crossing said railroad company's 52 properties. 53 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised January 22, 2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 2 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 3 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 4 occupy, or touch railroad property: 5 6 (1) General Aggregate: NA 7 8 (2) Each Occurrence: NA 9 10 ` Required for this Contract X Not required for this Contract 11 12 13 With respect to the above outlined insurance requirements, the following shall govern: 14 15 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 16 the name of the railroad company. However, if more than one grade separation or at -grade 17 crossing is affected by the Project at entirely separate locations on the line or lines of the same 18 railroad company, separate coverage may be required, each in the amount stated above. 19 20 2. Where more than one railroad company is operating on the same right-of-way or where several 21 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 22 may be required to provide separate insurance policies in the name of each railroad company. 23 24 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 25 railroad company's right-of-way at a location entirely separate from the grade separation or at- 26 grade crossing, insurance coverage for this work must be included in the policy covering the grade 27 separation. 28 29 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 30 way, all such other work may be covered in a single policy for that railroad, even though the work 31 may be at two or more separate locations. 32 33 No work or activities on a railroad company's property to be performed by the Contractor shall be 34 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 35 for each railroad company named, as required above. All such insurance must be approved by the City and 36 each affected Railroad Company prior to the Contractor's beginning work. 37 38 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 39 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 40 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 41 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 42 railroad company operating over tracks involved in the Project. 43 44 SC-6.04., "Project Schedule" 45 46 Project schedule shall be tier 3 for the project. 47 48 SC-6.07.,"Wage Rates" 49 50 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 51 Appendixes: 52 53 2013 Prevailing Wage Rates — Heavy and Highway Construction Projects 54 httILY.,// ro'ect �oini.duY:saw.codaleliei7t/�ortivorth ov/R_esiurces/02_- Coi,str�ucti.)n 55 D_ynnents/S eci.ications/Div 00-General Conditions/CFFV Horifontr=1 Wage Rate Table.ndf CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised January 22, 2016 00 73 00 - 5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 SC-6.09., "Permits and Utilities" 2 3 SC-6.09A., "Contractor obtained permits and licenses" 4 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 5 6 None 7 8 SC-6.09B. "City obtained permits and licenses" 9 The following are known permits and/or licenses required by the Contract to be acquired by the City 10 11 None 12 13 SC-6.09C. "Outstanding permits and licenses" 14 15 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 16 17 18 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 None SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Sco a of Work Coordination Authority None SC-8.01, "Communications to Contractor" SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Mitch Aiton or his/her successor pursuant to written notification from the Director of Transportation and Public Works SC-13.03C., "Tests and Inspections" SC-16.01C.1, "Methods and Procedures" END OF SECTION CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised January 22, 2016 00 73 00 - 6 SUPPLEMENTARY CONDITIONS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1/2212016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH Salver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised January 22, 2016 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 011100 SUMMARY OF WORK O11100-1 SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract N 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. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 011100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 Z 13 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 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. M 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 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 I I 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 Feld 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0210 f Revised July 1, 201 f 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 SUBMITTALSANFORMATIONAL 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 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Irnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 25 00 - 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 ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution.: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 e 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 17, 2012 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 0132 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 It. Progress Payments 17 i. Extra Work and Change Order Procedures l8 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 cc. 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 17, 2012 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised August 17, 2012 013120-1 PROJECT MEETINGS Page 1 of 3 I SECTION 013120 2 PROJECT MEETINGS 3 [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shah be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative, 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location I0 a. The City will establish a meeting location. I 1 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS INOT USED] 19 112 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 22 23 24 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 32 16 - 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 Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 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 Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 02101 Revised July I, 2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 17 IF END OF SECTION Revision Log DATE NAME i SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Pagel o172 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 19 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 33 00 - 1 SUBMITTALS Page 1 of S 1 SECTION 0133 00 2 SUBMITTALS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 L 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 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 33 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 I8 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 %2 inches x 11 inches to 8 %2 inches x I 1 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily Iimited 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 I ) 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 I7 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 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 performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under I of the following codes: 43 a. Code] 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 02101 Revised December 20, 2012 013300-6 SUBMITTALS 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December20, 2012 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 SUBMITTALSANFORMATIONAL SUBMITTALS INOT 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 OP FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December20, 2012 4 Ot3300-8 SUBMITTALS Page 8 of 8 PART 2 d PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson I.A.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 35 13-1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not Iimited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 £ Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. (Coordination with North Central Texas Council of Governments Clean 20 Construction Specification [remove if not required]) 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 -- Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of S 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen I4 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 I a. Insulating cage -type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage Iines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company (example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 I) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. I6 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as "AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 33 with the National Weather Service, will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. 38 2) However, the Contractor may begin work prior to 10:00 a.m. if: 39 a) Use of motorized equipment is less than I hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting", or 41 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives, Drop Weight, Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 01 31 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25, 13 b. If needed, obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. 18 l) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition, the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis, prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No (CPN) 35 c) Scope of Project (i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of S 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction, prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers (USACE) 24 1. At Iocations in the Project where construction activities occur in areas where 25 USACE permits are required, meet all requirements set forth in each designated 26 permit. 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where 29 railroad permits are required, meet all requirements set forth in each designated 30 railroad permit. This includes, but is not limited to, provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the rigbt-of way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. if water is used to control dust, capture and properly dispose of waste water. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 0t3513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 I b. If wet saw cutting is performed, capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at Iocations approved by the City. 4 N. {Coordination with North Central Texas Council of Governments (NCTCOG) Clea.D 5 Construction Specification [if required for the project — verify with City] 6 1. Comply with equipment, operational, reporting and enforcement requirements set 7 forth in NCTCOG's Clean Construction Specification.) S 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 19 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 19 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF PORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL.: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL. (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Silver Creek Road Improvements - Phase 2 City Project No. 02101 1 EXHIBIT B 2 3 4 LO RT VVVoRT Dote: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 DOB NO. XXXX Projea Meow. 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 014523-1 TESTING AND INSPECTION SERVICES Pagel o172 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 1 i 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 0I5000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 l 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 I 1 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 beat 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS INOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 12 19 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD ISITE] 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] 2I 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 Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 314 ATTACBMENTS [NOT USED] re 8 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 015526-I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 I SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 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 3. Section 34 71 13 — Traffic Control I6 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 I3. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 02101 Revised July 1, 2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Pagel of3 1 SECTION 01 5713 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 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 3125 00 -- Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Silver Creek Road improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 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 3125 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 I 1 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of I3 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 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 3125 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT14 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Page I of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- 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 Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES ]NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 2011 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of %-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 REINSTALLATION [NOT USED] 20 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 0158 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 1 2 3 PART1- GENERAL !liltt.Yli'1'�I�=R SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Pagel of2 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. Resources102 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 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 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 Of 6600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes. 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division l — 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.9 CLOSEOUT SUBMITTALS [NOT USED] 25 LS 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 2011 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 or 3 environmentaI 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 alI 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 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 39 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 Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PART1- GENERAL � 9M11IhE hi V tvd 6 A. Section Includes: 7 1. Mobilization and Demobilization 8 a. Mobilization 9 1) Transportation of Contractor's personnel, equipment, and operating supplies 10 to the Site 11 2) Establishment of necessary general facilities for the Contractor's operation 12 at the Site 13 3) Premiums paid for performance and payment bonds 14 4) Transportation of Contractor's personnel, equipment, and operating supplies 15 to another location within the designated Site 16 5) Relocation of necessary general facilities for the Contractor's operation 17 from 1 location to another location on the Site. 18 b. Demobilization 19 1) Transportation of Contractor's personnel, equipment, and operating supplies 20 away from the Site including disassembly 21 2) Site Clean-up 22 3) Removal of all buildings and/or other facilities assembled at the Site for this 23 Contract 24 c. Mobilization and Demobilization do not include activities for specific items of 25 work that are for which payment is provided elsewhere in the contract. 26 2. Remobilization 27 a. Remobilization for Suspension of Work specifically required in the Contract 28 Documents or as required by City includes: 29 1) Demobilization 30 a) Transportation of Contractor's personnel, equipment, and operating 31 supplies from the Site including disassembly or temporarily securing 32 equipment, supplies, and other facilities as designated by the Contract 33 Documents necessary to suspend the Work. 34 b) Site Clean-up as designated in the Contract Documents 35 2) Remobilization 36 a) Transportation of Contractor's personnel, equipment, and operating 37 supplies to the Site necessary to resume the Work. 38 b) Establishment of necessary general facilities for the Contractor's 39 operation at the Site necessary to resume the Work. 40 3) No Payments will be made for: 41 a) Mobilization and Demobilization from one location to another on the 42 Site in the normal progress of performing the Work. 43 b) Stand-by or idle time 44 c) Lost profits CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised November 22, 2016 01 7000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 --- Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division l — General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 Mobilization and Demobilization [If subsidiary) 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 1OR� 38 I. Mobilization and Demobilization fIf bid item included for Mobilization 39 Consultant to provide a maximum % of adjusted contract amount based on the 40 anticipated mobilization costs to limit the amount bid for this item] 41 a. Measure 42 1) This Item will be measured by the lump sum or each as the work 43 progresses. Mobilization is calculated on the base bid only and will not be 44 paid for separately on any additive alternate items added to the Contract. 45 2) Demobilization shall be considered subsidiary to the various bid items. 46 b. Payment CITY OF FORT WORTH Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised November 22, 2016 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 1) For this Item, the adjusted Contract amount will be calculated as the total 2 Contract amount less the lump sum for mobilization. Mobilization shall be 3 made in partial payments as follows: 4 a) When l % of the adjusted Contract amount for construction Items is 5 earned, 50% of the mobilization lump sum bid or linsert %Z the maximum 6 allowed] % of the total Contract amount, whichever is less, will be paid. 7 b) When 5% of the adjusted Contract amount for construction Items is 8 earned, 75% of the mobilization lump sum bid or [Insert the maximum 9 allowed]% of the total Contract amount, whichever is less, will be paid. 10 Previous payments under the Item will be deducted from this amount. 1 I c) When 10% of the adjusted Contract amount for construction Items is 12 earned, 100% of the mobilization lump sum bid or [Insert the maximum 13 allowed]% of the total Contract amount, whichever is less, will be paid. 14 Previous payments under the Item will be deducted from this amount. 15 d) A bid containing a total for "Mobilization" in excess of [InsL. t 16 maximum allowed) % of total contract shall be considered unbalanced 17 and a cause for consideration of rejection. 18 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 19 include any cost or sum for mobilization items associated with 20 water/sewer items. Those costs shall be included in the various 21 water/sewer bid Items. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 24 any cost or sum for mobilization items associated with drainage items. 25 Those costs shall be included in the "Mobilization — Drainage" Lump 26 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 27 and a cause for consideration of rejection. 28 g) The Lump Sum bid for "Mobilization -- Drainage" shall NOT 29 include any cost or sum for mobilization items associated with paving 30 items. Those costs shall be included in the "Mobilization — Paving" 31 Lump Sum bid Item. Otherwise the bid Items shall be considered 32 unbalanced and a cause for consideration of rejection. 33 2) The work performed and materials furnished for demobilization in 34 accordance with this Item are subsidiary to the various Items bid and no other 35 compensation will be allowed. 36 [OR] 37 1. Mobilization and Demobilization [If multiple "Mobilization" bid items are used 38 due to different funding (ex. Water and Sewer and Paving and/or Drainage) 39 Provide detail of each bid item - Consultant to provide detail for each bid item 40 (typically Water/Sewer will be subsidiary and Paving/Drainage will be L,S with 41 possibly separate bid items for Paving and Drainage due to funding).] 42 a. Measure 43 1) This item for Water/Sewer improvements is considered subsidiary to the 44 various Items bid. 45 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 46 — Paving/Drainage" will be measured by the Iump sum or each as the work 47 progresses. Mobilization is calculated on the base bid only and will not be 48 paid for separately on any additive alternate items added to the Contract. 49 3) Demobilization shall be considered subsidiary to the various bid items. 50 b. Payment CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 1) The work performed and materials furnished in accordance with this Item 2 for Water/Sewer improvements are subsidiary to the various Items bid and no 3 other compensation will be allowed. 4 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 5 -- Paving/Drainage", the adjusted Contract amount will be calculated as the 6 total Contract amount for paving, drainage or paving/drainage improvements 7 less the lump sum for mobilization. Mobilization shall be made in partial 8 payments as follows: 9 a) When 1% of the adjusted Contract amount for construction Items is 10 earned, 50% of the mobilization lump sum bid or [Insert % the maximum 11 allowed] % of the total paving, drainage, or paving/drainage Contract 12 amount, whichever is less, will be paid. 13 b) When 5% of the adjusted Contract amount for construction Items is 14 earned, 75% of the mobilization lump sum bid or [Insert the maximum 15 allowed]% of the total paving, drainage, or paving/drainage Contract 16 amount, whichever is less, will be paid. Previous payments under the Item 17 will be deducted from this amount. 18 c) When 10% of the adjusted Contract amount for construction Items is 19 earned, 100% of the mobilization lump sum bid or [Insert the maximum 20 allowed/% of the total paving, drainage, or paving/drainage Contract 21 amount, whichever is less, will be paid. Previous payments under the Item 22 will be deducted from this amount. 23 d) A bid containing a total for "Mobilization" in excess of fInsert 24 maximum allowed] % of total paving, drainage or paving/drainage 25 contract shall be considered unbalanced and a cause for consideration 26 of rejection. 27 3) The work performed and materials furnished for demobilization in 28 accordance with this Item are subsidiary to the various Items bid and no other 29 compensation will be allowed. 30 2. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization performed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price per each "Specified Remobilization" in accordance with Contract 38 Documents. 39 c. The price shall include: 40 1) Demobilization as described in Section 1.I.A.2.a.1) 41 2) Remobilization as described in Section 1.I.A.2.a.2) 42 d. No payments will be made for standby, idle time, or lost profits associated this 43 Item. 44 3. Remobilization for suspension of Work as required by City 45 a. Measurement and Payment 46 1) This shall be submitted as a Contract Claim in accordance with Article 10 47 of Section 00 72 00. 48 2) No payments will be made for standby, idle time, or lost profits associated 49 with this Item. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 4. Mobilizations and Demobilizations for Miscellaneous Projects 2 a. Measurement 3 1) Measurement for this Item shall be for each Mobilization and 4 Demobilization required by the Contract Documents 5 b. Payment 6 1) The Work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" will be paid for at the unit 8 price per each "Work Order Mobilization" in accordance with Contract 9 Documents. Demobilization shall be considered subsidiary to mobilization 10 and shall not be paid for separately. 11 c. The price shall include: 12 1) Mobilization as described in Section I.I.A.3.a.1) 13 2) Demobilization as described in Section I.1.A.3.a.2) 14 d. No payments will be made for standby, idle time, or lost profits associated this 15 Item. 16 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 17 a. Measurement 18 1) Measurement for this Item shall be for each Mobilization and 19 Demobilization required by the Contract Documents 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 per each "Work Order Emergency Mobilization" in accordance with 24 Contract Documents. Demobilization shall be considered subsidiary to 25 mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.I.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 d. No payments will be made for standby, idle time, or lost profits associated this 30 Item. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 39 1.11 FIELD [SITE] CONDITIONS [NOT USED] 40 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised November 22, 2016 017000-6 M0131LIZATION AND REMOBILIZATION Page 6 of 6 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised November 22, 2016 FORTW,-ORTHm Section 017123.01 o Attachment A Survey Staking Standards February 2017 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colons The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CO7)m PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Er"ui�ment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/`GiS Look for `Zoning Maps'. Under 'Layers', expand 'Basemap Layers', and check on 'Benchmarks'. R. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment 1. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or an Fling that needs vertical gradingwitha tolerance of 0.25' or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A —Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_2983_StatePlane_Texas—North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_East i ng: 1968500.00000000 False —Northing: 65 61666.666666 67 Central Meridian:-98.50000000 Standard—Parallel-1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —of —origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS North_American-1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example fora proiect that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stapes 0:\PROJCCTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 U Q m u cn z F�- Z CL. 1016 d Q V) LLJ CO Q 0 z 0 F= Q W LLJ EL. = 100.00' m Y cc z z LO o U) w J m o 0 cP #1 N=5000.00 o� LLJ cr Z 00 =(1) F— z L„ _ ❑ LL- o L < X 0 0 0 TO �o E=5000.00 V. Water Staking Standards 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A —Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking— Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking- Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 r-� (:)j z LL. d FA 7' D/S � W/L r^� 0 z 0 U LL- � w 0 V) Rai 7'O/SSW/L 8EA Vn r 7�,Ylr STA=1+72.81 C-3.81 d Y � 0 d � CO 1 0 w �5 i 111 p jz �* ry DL LL- W -� vt ¢ o taaa o V VI. Sanit"t Sewer Staking 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 22 A. Centerline Staking—StraightLineTangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. I offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted Vl. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a GOD nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 Example Sanity Sewer Stakes 2: a C-AU $TA>s3t71 �.0 C-4�' 'tii - f[w_ III - LA- 7' o/S 5S a zo 7- z 0LL- m µ N +e 11;-6 r--40E ha� g oil 25 P 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16-01_Attachment A_Survey Staking Standards.docx Page 11 of 22 V11. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length Ili. Recessed 10' Inlet = 20.00'total length IV. Standard double 10' inlet = 26.67'total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING ) (SIDE FACING 6 m n z m BACK BACK z OnE FACING FI.MW.) (SEE FAUNC RAM-) pw i' ' IOfeKTlflEa irO+ICF� D OF FH Q T'' IDna'sFEs +JkYICH EW Of THE RING E3E H{i E �' Firs. NG STAKED Hui ilEYAFFF1i110 IE XLET S'T6TION t Iw >AL� tR ON PLANS) { gm4r zs GRACE T C T/c T¢ TOP OF WM O �7 r ' Wi IE UE FL O hI DISTANCES FOR I LETS STANDARD 10' s 16' RECESSED W o 2d STANDARD DDURLE 10' - 2&Gr tW9 411ii TACK — — _ — — RECESSED DUJBLE 10r _ 30:.67,— I I I BACK OF INLET v WI ; 01 - MAANH�OLE of QI I BACK OF CURB t_ +'.t BACK OF CURB --------- .'YANG .'4 - 'e. ..*.:i a��• - .i' '•iulNciJ--------- FLOYLINE FACE OF INLET FACE OF INLET FLD YLINE EDGE OF PAVEME14T EDGE OF PA4F14EIlT WE OF PAWMENT EDGE of PAVEMENT 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16-01_Attachment A_Survey Staking Standards.docx Page 13 of 22 MIL Curb and Gutter StaIzin A. Centerline Staking— Straight line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 FRONT (SIDE FACING (�) BACK (SIDE FACING R.O.W.) FVNT I HUB ELEVATION 0 1� x Example Curb & Gutter Stakes 0 0ACK CF 1" C 13 a BIpC Ci Cllf� 5ik F{C IR PMZ OF CUFF FRONT (SIDE FACING] FJd[5 etc FRONT {SDFRONT AC j TP"T Of PM41 OF UAVAI � Rc {SIDE FACING -r) � I g ac I + I �' o r/n i o ¢ Veil III I A"� i III I rc � aF VOM No clat ON + ruclus PUNTS ------------ —' — --� TOP OF CURB BACK OF CURB FACE OF CURB L ---� � O� FLU W-INE EDGE OF PAVEMENT Example Curb & Gutter Stales at Intersection 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 15 of 22 R 2 EL file �)«0A $f�- {°.. \ \ §w k&lg2 0! �L b �§ —A(� & ■ a k f 01 Z k 39 �� 2 7� \ &� __.»■a|/ § _,.J6 _. a �2§ § yw A move S|mm a|b btc / \K� itx ©` § § §§9 a , 2■§ # � < �§ � 2■; O: ROE T q-AaaF A Silver Creek\ProjetD 2me%kbAS e m2§onADwOlGeneralRegmmmen! g171 2E01-mmmmentA Surma Staking Standae&dax PAS «2 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Clot Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTANTICONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: 1■1[e11111;10N ALL GRADES ARE TO FLOWLINE OIL TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED _ CUT + FILL -LTI+RT GRADE ELEV. 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built SurVe�+ A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See sect►on IV. As -built survey should include the following (additional items maybe requested): Manholes Top of pipe elevations every 150 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. 0:\PROJECTS\3-18-48 FTW Silver Creels\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 9Zb2-x �il�Wf�Y Y 1fdV f — - -= g � OFI ®aeyo�ea1 nill"I I �� 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A —Survey Staking Standards.docx Page 20 of 22 SiA #Dw - !L IU (W.OLPR31 AM STAOWL* - I.?IrL fFlm'•U AV 5TA&47#1- IPWL fft&D DN MUM Q s"A2 Exf.,'l. &Vrr r'W.ffWdATER WE VTt1/C & fjFACM C g;#7k1+ a*AO " TO MY. B Y9tYEk IbSrAW )•l�SaUD � rr�x TEe r a$Na: p/l!� SJE&E rLmx r�r W SPA Oa- l2 k�L r�asTAu, � I•I2'�T Fad rc� Sri vTra a h69fJf61�.•i0 E•?9SSJ41TJEC 11E 4SYffdl: ihD SYADWIf -dfR$ IATAb flnsno IhdExBl�iMP. 1�� ` ' r rF� r�TVr�v Rr j AT Sri¢ r •.�•' fal Wr3 lrf IThTGMPI.NT LFAU �0� (�•,,� I• ME VTd.YE �i' gz x r��,a Qy�,`•,� �.J CG?i`9:P.lfS C.F. IZ a w.Fm ien, BLK 6 ° f7Ai. TY3'SO IAr 2 s \ C_'•0uv^'SI !� / tWjyrry 6 Ifed!i1l15 F_X15F: IS'fffSER �, fR•"'' r seas �� puff "-7,l6&uw 'C } - _ -- - — - - s wK T&M -P F - -.: -- .� V l E 6.55- V - 'SM-- TRW V - a�V66�• [:—ra -T. i-,`�_.—�_ '----•^c.-1 �.L. PROPOSED SAN AV"E SAW}� t xlSl. ACE VWME 4c XIS SrAOdW 1,2•F tafsrru, mr a g !'l�VePiT Cv 4D C v �7G.:9G'.1f0/L'yB b'StrY.7tNT.fSS1 a.'af�'z e66: \ �/Q}. F 229r.Jls30TE r =�' axi�.ar /VYVWVYV'Y' STA DWM - wWL iFL(7'D m SPA0,57M - 121fl' STA OW---Z - M , IA'MAI>. IWWN14 ,hPSTA t FIEl6f.MUD sfk&,E F12 4S'VEftT 6�41) FIm45'VEW.9r711 57 dF OF 12'R/V7:'R PXC 1.'�3SlOSa 47 M6.+-7r0Ss4S5.7 (YhAW TO F165 .WWArEfi E 63O3Pd15 E-22&=93770 1;'WI11SW9 C 224530?m36 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 21 of 22 O:\P orww 2 8 g -Ogr fd AM 1SM 6Ma l7HNJAiV 6 1N3AC3.NW3e1 Y AGS AWMYS ate' g ON 831W Gp� gp�pp i4 s3�B ��gjgz a d33 J!�-2r-- E /Vto kl 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 23 71 ements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 24 Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM L_ 2 6946260.893 2296062.141 725.668 GV RIM T�� 3 6946307.399 2296038.306 726.85 GV RIM Co i� S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM 6 6946190.528 2296022,721 722.325 FH 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919,133 713.331 WM RIM _P( r 9 6946003.056 2295933,418 713.652 CO RIM z4we L1 2-0-L 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295969.992 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945896,591 2295862.188 708.205 WM RIM 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710,084 CO RIM CCC 16 6945835.678 2295799.707 707.774 SSMH RIM 1 17 6945817.488 2295827.011 708,392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM I 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621,902 2295669.471 723.76 WM RIM � r 24 6945643.407 2295736.03 719.737 CO RIM nn n� C �41 R�f� 7 G- 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM 27 6945519.834 2295619.49 732,689 WM RIM 28 6945417.979 2295580.27 740.521 WM RIM 29 6945456,557 2295643.145 736.451 CO RIM ( l STD rfJ 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319,365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM �y 38 6945142.015 2295557.666 750,953 WM RIM [) � 39 40 6945113.445 6945049.02 2295520.335 2295527.345 751.871 WM RIM 752.257 SSMH RIM 41 6945041.024 2295552,675 751.79 WM RIM �,°7 , t 42 6945038.879 2295552.147 751.88 WM RIM 43 6945006,397 2295518.135 752.615 WM RIM SAY # 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752,986 SSMH RIM 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 25 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 ll� a "II n z I ...... ...... ...... ......._._ .--.-- ---.-- ------ ..--.. _-....-..- ----.. - ------ � x S o h _ E S7 E Q - 3 r� i hn r ' i4 a 9 € e s w x v. S x w 2 Q V s •- � � 'g OS a vni u'�i 0:\PROJECTS\3-18-48 FTW Silver Creek\Project Documentation\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of S 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 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) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for "Construction Staking". 20 2) Payment for "Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of "cut sheets" using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As -Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS jinson Prejeu �r..mhe�iCit . _ YPraject No. 02101 Revised February 14, 2018 0t7123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the foIlowing:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survey —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey "Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) — 01 71 23.16.01— Attachment A_Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4I A. Field Quality Control Submittals CITY OF FORT WORTH [Inse«. Drejout "laffie Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [insert Ppejeet N....,tie. ity Project No. 02101 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH [insert Pwgeo. ,. a)Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Iasen Pr jec* NumbeqC ity Project No. 02101 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested, to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As -Built Survey 18 1. Required As -Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as -built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as -built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as -built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub -outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines (non -gravity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater — Not Applicable CITY OF FORT WORTH rinser Project Naar^ ]Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project ^-Nu ibegCity Protect No. 02101 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 1 l e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH [Inset Prejest Nanie4Silver Creek Road improvements - Pha3e 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS li ,so Pf0ie8! ?.,�.,ibef4C ty Project No. 02I01p1 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with. X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.0511. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF PORT WORTH [Insm4 u_,.r, et Nam 'Silver Creek Road improvements -Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS f'ns--t PFojeeI ?hju- ibcr] ity Project No. 0210 [ Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE -INSTALLATION INOT USED] 15 3.7 FIELD IoR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or Yd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 39 ADJUSTING [NOT USED] 28 29 30 31 32 33 34 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USEDI 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH Silver Creek Road hnprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS itv Project No. 02101 Revised February 14, 2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration, and added 3.8 System Startup. Removed "blue text'; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TOC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH [insert ProjeGt Silver Creek Road linprovements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS it,} Project No. 02101 Revised February 14, 2018 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 I3 — 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 Silver Creek Road Lmpromnents - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 2011 017423-2 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 loR] OWNER-SUPPLIEDPRODUCTS INOT 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 31 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 INOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD loRI 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 L 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 017423-3 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, Iamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES INOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAM I SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Silver Creek Road hnprovements - Phase 2 City Project No. 02101 01 77 19 - 1 CLOSEOUT REQUIREMENTS Pagel of3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 a EXECUTION 5 3.1 INSTALLERS INOT 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 0178 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 7423. 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 201 t 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative Ends 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) I I f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD lox] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 2I 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 017823-1 OPERATION AND MAINTENANCE DATA Page] of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 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 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 %a inches x 11 inches 34 b. Paper 35 l) 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 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 1 I 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 78 23 - 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 1: 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cily Project No. 02101 Revised December 20, 2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 7 PART 3 o EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 813IY2012 D. Johnson 1.5.A.1 —title of section removed CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised December 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page I of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. 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 l — 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 SUBMITTALSANFORMATIONAL 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City I 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 0t 7839-3 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 0I 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 Iayouts 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 Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of i c. Call 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 I 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 W 26 Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 2011 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 GC-4.0I Availability Of ]Lands THIS PAGE LEFT INTIENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July I, 2011 GC®4m02 Subsurface and (Physical[ Conditions THIS FAGS DEFT INTENTI®RALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 1 1 CITY OF FORT WORTH T/PW SOIL LAB SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project: '.--Silver Creek RD Improvements Project#: ,, DOE N o : 0'7 C5 Fund Code: 9 Contractor: HOLE # 1 Silver Creek RD(West Bound lane) LOCATION: 9450 Silver Creek Rd N/4 11.00" HMAC 5. 00" Brown Clay w/xocks & gravel ATTERBURG LIMITS: LL:34.5 PL:15.3 PI:19.2 SHRKG:12.0� MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Clay UNIT WEIGHT: N/A #/CFT HOLE # 2 LOCATION:1100 Silver Creek Rd E/4 6.00" HMAC 10.00" Brown Sandy Clay w/rock ATTERBURG LIMITS: LL:37.8 PL:18.3 PI:19.5 SHRXG: 10.0% MUNSELL COLOR CHART: 10 Yr.6/2 Lt Brownish Gray Clay UNIT WEIGHT: N/A #_/CFT HOLE # 3 LOCATION: 2000'N of Silver Creek Rd N E/4 8.00" HMAC 9.00" Brown Clay w/rack & gravel _ ATTERBURG LIMITS: LL:32.8 PL:17.9 PI:14.9 SHRKG':,8.0� MUNSELL COLOR CHART: 10 Yr... 7/2 Lt Gray Sandy Clay UNIT WEI@HT: N/A, #/CFT HOLE # 4� - •" f,... ti 4 LOCATION:� 1'500'N,�of •Heron0 br .E/4 6.00" HMAC 4.00" Lt Brown Sandy Clay w/rock & gravel 6.00" Brown Sandy Clay w/gravel I ATTERBURG LIMITS: LL:39.6 PL:22.2 PI:17.4 SHRKG:;10.0% MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay / UNIT WEIGHT: N/A #/CFT HOLE # 5 / LOCATION:10001N of Verna Trail E/4 8.00" HMAC 4.00" Lt Brown Sandy Clay w/rock & gravel 4.00" Brown Clay w/gravel _ ATTERBURG LIMITS: LL:28.2 PL:11.8 PI: 16.4 SHRKG: 8.0% 1 r MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay UNIT WEIGHT: N/A #/CFT HOLE # 6 LOCATION: 10001N of Heron_ Dr E/4 5.00" HMAC 5.00" Lt Brown Sandy Clay w/rock & gravel 6.00" Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:31.3 PL:18.4 PI:12.9 SHRKG: 7.0% MUNSELL COLOR CHART: 10 Yr.7/2 Lt Gray Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 7 LOCATION: 1950 Silver Creek Rd N E/4 6.00" HMAC 5.00" Lt Brown Sandy Clay w/rock & gravel 5.00" Brown Sandy Clay w/gravel_ ATTERBURG LIMITS: LL:34,6 PL:14.2 PI:20.4 SHRKG: 10.0% MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brown Garay Clay UNIT WEIGHT: N/A #/CFT HOLE # 8 LOCATION: 2541 Silver Creek Rd SW/4 9.00" HMAC 8.00.00" Reddish Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:29.0 P1:13.7 PI:15.3 SHRKG: 9.0% MUNSELL, COLOR CHART: 10 Yr. 7/4 Very Pale Brown Clay UNIT WEIGHT: N/A #/CFT HOLE # 9 LOCATION: 1001N of Heron Dr E/4 6.00" HMAC - - - 5.00" Orange Sand 5.00" Brown Clay w/rocks & gravel ATTERBURG LIMITS: LL:40.1 PL:21.2 PI:18.9 SHRKG: 11.0% MUNSELL COLOR CHART: 7.5 Yr. 7/3 Pink Clay UNIT WEIGHT: N/A #/CFT HOLE # 10 - LOCATION: 3000 Silver Creek Rd SW/4 7.00" HMAC 9.00" Reddish Brown Sandy Clay ATTERBURG LIMITS: LL:22.3 PL:16.1 PI:6.2 SHRKG: 3.0% MUNSELL COLOR CHART: 7.5 Yr. 7/4 Pink Sand UNIT WEIGHT: N/A #/CFT HOLE # 11 LOCATION: 80'S of Lake Haven Cir E/4 5.00" HMAC - 6.00" Lt Brown Sandy Clay w/rock & gravel 6.00" Brown Sandy Clay w/gravel ATTERBURG-LIMITS: LL:23.0 PL:13.4 PI:9.6 SHRKG: 6.0% MUNSELL COLOR CHART: 10 Yr.6/3 Pale Brown Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 12 LOCATION: 6001E of Silver Creek RD N N/4 5.00" HMAC 12.00" Reddish Brown Sandy Clay w/ gravel ATTERBURG LIMITS: LL:21.3 PL:15.9 PI:5.4 SHRKG: .0% MUNSELL-COLOR CHART: 10 Yr.6/4 Lt Yellowish Brown Sand UNIT WEIGHT: N/A #/CFT HOLE # 13 LOCATION_: 10001W of Lake Haven Cir N/4 5.00" HMAC 12.00" Brown Sandy Clay w/rock & gravel ATTERBURG LIMITS: LL:19.2 PL:10.7 PI:8.5 SHRKG: 4.0% MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 14' LOCATION: 100015 of Watercress W/4 _ 3.00" HMAC 4.00" Orange Sand w/rock & gravel 9.00" Brown Clay w/gravel ATTERBURG LIMITS: LL:26.0 PL:14.8 PI:11.2 SHRKG: +.0% MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 15 LOCATION: 20001W of Lake Haven Cir N/4 6.00" HMAC 10.00" Dark Brown Sandy Cla ATTERBURG LIMITS: LL:20.3 PL:12.9 P1:7.4 SHRKG: 2.0% MUNSELL COLOR CHART: 10 Yr.7/3 Lt Gray Sand UNIT WEIGHT: N/A #/CFT HOLE # 16 LOCATION: 300015 of Lake Haven Cir E_/4 5.00" HMAC _ 5.00" Lt Brown Sandy Clay w/rock & gravel 7.00" Burnt Orange Sandy Clay w/gravel ATTERBURG LIMITS: LL:26.3 PL:13.6 PI:12.7 SHRKG: 6.0% MUNSELL COLOR CHART: 7.5 Yr. 6/6 Reddish Yellow Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 17 LOCATION: 201E of Lake Oak Cir S/4 4.00" HMAC 12.00" Orange Sandy Clay_w/rock & gravel ATTERBURG LIMITS: LL:16.7 PL:14.1 PI:2.6 SHRKG: 0.0% MUNSELL COLOR CHART: 10 Yr. 5/6 Yellowish Brown Sand UNIT WEIGHT: N/A #/CFT HOLE # 18 - - LOCATION: 3956 Silver Creek Rd N/4 3.00" HMAC 5.00" Lt Brown Sandy Clay w/rock & gravel I , , r 1 ` (� 1 8.00" Reddish Brown Sandy Clay ATTERBURG LIMITS: LL:24.4 PL:15.1 PI:9.3 SHRKG: 6.0% MUNSELL COLOR CHART: 7.5 Yr. 5/6 Sarong Brown Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 19 LOCATION:4048 Silver Creek Rd S/4 8.00" HMAC 9.00" Brown Clay w/rock & gravel ATTERBURG LIMITS: LL:22.7 PL:13.9 PI:8.8 SHRKG: 4.0% MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 20 LOCATION: 4224 Silver Creek Rd N/4 8.00" HMAC 10.00" Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:23.5 PL:13.4 PI:10.1 SHRKG: 5.0% MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # 21 LOCATION: 100'W of Estancia Way S/4 3.00" HMAC 13.00" Brown Sandy_ Clay w/rock & gravel ATTERBURG LIMITS: LL:26.7 PL:16.4 PI:10.3 SHRKG: 7.0% MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay UNIT WRIGHT: N/A #/CFT _ HOLE # 22 LOCATION: 1001N of La Cantera Dr E/4 2.00" HMAC 8.00" Lt Brown Sandy Clay w/rock & gravel 6.00" Dark Brown Clay ATTERBURG LIMITS: LL:36.0 PL:16.9 PI:19.1 SHRKG:10.0% MUNSELL COLOR CHART: 10 Yr. 7/3 very Pale Brown Clay UNIT WEIGHT: N/A #/CFT HOLE # 23 LOCATION: 300'N of Silver Hill Ct W/4 2.00" HMAC 14.00" Lt Brown Clay w/rock & xavel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT Approval: 4 Approval: R n Jeri , Routing: Date Tested: 7/25/12-7/27/12 Superintendent Requested by: George Behmanesh Tested by: Soil Lab File PRELIMINARY RECOMMENDATIONS GEOTECHNICAL INVESTIGATION PAVEMENT RECONSTRUCTION SILVER CREEK ROAD FORT WORTH, TEXAS 1.1 PROOFROLLING AND FILL PLACEMENT We understand that the existing pavement grades need to be maintained for the new pavement construction. We recommend that the existing road and base materials be stripped and stockpiled for reuse if cement stabilized milled asphalt is to be used. After the existing pavement is removed and require cuts are made (prior to placing fill), the exposed subgrade in areas to receive fill should be proofrolled. Proofrolling should also be performed in cut areas after cutting to final grades. Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneumatic tired roller malting several passes over the areas. The proofrolling operations should be performed under the direction of an AGG Geotechnical Engineer. Where soft or compressible zones are encountered, these areas should be removed to a firm subgrade as determined by AGG. Any resulting void areas should be backfilled to finished subgrade in 8 inch compacted lifts. Compacted to 95% by ASTM D698 between optimum to +3 above the optimum moisture content. The upper 8 inches of subgrade soil should be recompacted to a minimum of 98 percent of the maximum density as determined by ASTM D 698 between -1% and Y2% of its optimum moisture content. 1.2 SITE GRADING AND DRAINAGE All grading should provide positive drainage away from the proposed roadways and should prevent water from collecting or discharging near the pavements. Water must not be permitted to pond adjacent to or near the pavements during or after construction. Otherwise, differential upward soil swell movements will be exacerbated. The pavements will be subject to some post construction movement. A final geotechnical report will be submitted upon completion of the lab testing. Joints in the concrete pavements should be sealed to prevent the infiltration of water. Since post construction movement of pavement will occur, joints should be periodically inspected and resealed along with pavement cracks that will occur. ALLIANCE GEOTECHNICAL GROUP _ CE19-204 PACE 2 1.3 SDSGRADE PREPARATION Surficial soils along the proposed new pavements are anticipated to vary from expansive clay soils to low -plastic sands. The clay soils react with hydrated lime which serves to improve their support value at higher moisture levels and provides a firm, uniform subgrade beneath the paving. Cement stabilization is used to improve the support value of sandy soils. Due to the highly variable subgrade soils, it is recommended that subgrade stabilization not be performed for these pavements. 1.4 FLEX BASE In lieu of stabilization, eight (8) inches of flexbase and/or recycled crushed concrete base could be used. The flex base should be compacted at optimum to +2% above optimum to a minimum of 95% Modified Proctor density (ASTM D1557). The base materials should comply with TxDOT Item 247, Type D, Grade 1. After proofrolling, the upper eight (8) inches of pavement subgrade should be scarified and compacted prior to placing flex base. The upper eight (8) inches of the subgrade clay soils should be compacted at -1 % to +2% of optimum moisture to a minimum of 98% Standard Proctor density (ASTM D 698). If a rain event occurs prior to placing the flex base, the subgrade should be aerated and re -tested prior to flex base placement. 1.6 CEMENT TREATED MILLED ASPHALT AND EASE As an alternative to using flex base, a minimum of eight (8) inches of cement treated milled asphalt and base (free of clay) could be used over a proofrolled and compacted subgrade. The following recommendation should be used if cement treated milled asphalt and base is to be used. The existing asphalt pavement and gravel base materials should be removed and stockpiled. It is important that the asphalt and gravel base materials do not get contaminated with clay soils as verified by AGG. Pre -pulverization of the asphalt and gravel base materials should be performed prior to mixing with cement. A mix design could be performed to determine the optimum amount of cement to achieve the required compressive strength for design (150 psi in 7 days), If a mix design is not performed, we recommend a minimum of 8% cement for this project (60 pounds per square yard per 8-inch depth). A paddle agitated truck should be used to allow the cement slurry to be applied uniformly. An acceptable gradation for pulverization (prior to cement treatment) ALLIANCE GEOTECHNICAL GROUP DE19-204 PAGE 3 would be 100% passing the 1" sieve and 60% passing the No. 4 sieve prior to spreading cement. Cement treatment, final mixing, shaping and compaction must be achieved within 2 hours. The cement stabilization should be performed in accordance with TxDOT Item 275 and Tex-120-E (including curing requirements). The base should be compacted at -2% to +2% of optimum to 95% ASTM D1557 (modified proctor). Mixing, shaping and compaction must be achieved within 2 hours after adding cement. We recommend that stabilization extend 2 feet beyond exposed pavement edges, if possible, in order to reduce the effects of shrinkage during extended dry periods. Note: Final gradation and fine grading must be completed prior to final compaction per TxDOT Item 275, The concrete should be placed directly on top of hard undisturbed cement stabilized soil that has been continuously moisture cured. 1.6 RECOMPACTED PAVEMENT SUBGRA®E If flex base and/or cement treated milled asphalt is not used, a thickened concrete pavement over a compacted subgrade could be considered. The upper eight (8) inches of subgrade soil should be compacted at -1% to 4-2% of optimum moisture to a minimum of 98% Standard Proctor density (ASTM 0 698). The subgrade should be proof -rolled prior to subgrade compaction. Proofrolling and removal and replacement of soft materials should be performed in accordance with Section 1.1 of this report. Only on -site soil (comparable to the underlying subgrade soil) should be used for fine grading the pavement areas. After fine grading, the subgrade should again be watered if needed and re -compacted in order to re -achieve the moisture and density levels discussed above and provide a tight non -yielding subgrade. Sand should not be allowed for use in fine grading the pavement areas as discussed previously. The subgrade moisture content and density must be maintained until paving is completed. The subgrade should be watered just prior to paving to assure concrete placement over a moist subgrade. If a rain event occurs prior to paving, the subgrade should be aerated and re -tested prior to paving. 2.0 PAVEMENT RECOMMENDATIONS The required pavement sections depend on the traffic volume and the frequency of heavy truck traffic. We understand that the proposed roadway will need to be designed for 700 trucks per day for 6 days a week. For this pavement design, we assumed that the trucks would consist of fully loaded 18-wheelers (80 kips). The pavement sections ALLIANCE GEOTECIHNICAIv GROUP DE19-204 PAGE 4 recommendations provided below in this report have been developed based upon the above traffic information: 2.1 PAVEMENT SECTION RECOMMENDATIONS The pavement section recommendations provided below were designed based upon AASHTO Guide for Design of Pavement Structures using WinPASS 12 computer program. A summary of the inputs are provided below for reinforced concrete pavement: Initial Serviceability: 4.5 Terminal Serviceability: 2.5 Modulus of Rupture: 588 psi (4,000 psi concrete) Elasticity Modulus: 3,932,000 psi Effective k-value: 250 psi/in - for 8 inches of flex base or 8 inches of cement treated milled asphalt 100 psi/in m 8 inches compacted subgrade Reliability Level: 95% Standard Deviation: 0.39 Load Transfer J: 3.2 Drainage Coefficient: 1.0 Table 1 presents the recommended pavement section for this project: TABLE1. RECOMMENDED PAVEMENT SECTIONS DESIGN TRAFFIC (700 TRUCKSIDAY, 9 DAYSMEEK) PCC SECTION 12.5 inches Portland Cement Concrete * 8 inches flexbase or 8 inches cement treated milled asphalt** Or 13.5 inches Portland Cement Concrete * 8 inches Scarified and Compacted Subgrade *** *- If adequate edge support is provided for the pavement, the required concrete thickness could be reduced by 1 inch. ** - Flex base placement should be performed in accordance with Section 1.3 of this report and cement treated milled asphalt should be performed in accordance with Section 1.4 of this report. *** - The subgrade preparation should be in accordance with Section 1.5 of this report. ALLIANCE GEOTECHNICAL GROUP DE19-204 PAGE 5 The concrete should have a minimum 28 day compressive strength of 4,000 psi and a minimum 28 day flexural strength of 588 psi. Concrete quality will be important in order to produce the desired flexural strength and long term durability. We recommend that the concrete have b% entrained air plus or minus 1 %. The concrete should be placed at a slump of 4 inches plus or minus 1 inch for hand pours and a slump of 2 inches plus or minus 1 inch for machine finish pours. Proper joint placement and design is critical to pavement performance. Load transfer at all joints and maintenance of watertight joints should be provided. Control joints should be sawed as soon as possible after placing concrete and before shrinkage cracks occur. All joints including sawed joints should be properly cleaned and sealed as soon as possible to avoid infiltration of water, Our previous experience indicates that joint spacing on 12 to 15 foot centers have generally performed satisfactorily. It is our recommendation that the concrete pavement be reinforced with a minimum of No. 4 bars placed on chairs on approximately 18-inch centers in each direction. ALLIANCE CEOTECHNICAL GROUP DE19-204 PAGE 6 GC®4a04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 GC®4o06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 %'-YC®6006.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 02101 Revised July 1, 2011 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth MOMSubc®ntvact©Fs/Sup_lievsUti.lizati©_n Form PRIME COMPANY NAME: Check applicable block to describe prime Texas Materials Group, Inc., dba - JLB Contracting MIW/DBE X NON-MNVIDBE PROJECT NAME: [-1. Silver Creek Rd ImprovementBID DATE, Phase 2 July 11, 2019 City's MBE Project Goal: Prime's MBE Project Utilization: PROJECT NUMBER 02101 14% 14.12% Identity all subcontractors/suppliers you will use on this project Failure to complete this form, in Its entirety with requested ckmumentafion, and received by the Managing Department on or before 5.00 p-m. five (51 City business days after bid opening, ex&sive of bill opening date. will result in the bid being considered rim -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/VVBE firm(s) listed in this !utilization schedule, Conditioned upon execution of a contract with the City of fort Worth. The intenflDnal and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifica#ions 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. Tler is the level of Subcontracting below the prime contractor, I.e., a direct payment from the prime contractor to a subcontractor is considered 161 tier, a payment by a suboontractor to its supplier i$ considered 2 na tier ALL MBE9 MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be bonafide 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 [isted owns and operates at least one fully licensed and operational trick to be used on the contract. The MBE may lease trucks frorn another MBE firm, including (VIBE owner -operators, and receive full MBE credit, The MBE may lease trucks from non -MBEs, including owner -operators. but will only recehre credit for the fees and commissions earned by the MBE as outlined in the lease agreement, ------- — Rev. 5/30/12 ATTACHMENT to Page 2 of 4 Primes are required to identify ALL subcontractorstsuppliers, regardless of status; i.e., Minority and non-MNVBEs. 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 MNVBE Office, which may be contacted for verification. Please note that ly certified MBEs will be counted to meet an MBE goal. Certification (check one) N o Detail Subcontracting Work Detail Supplies Purchased Dollar Amount SUBCONTRACTORISUPPLIER T Company Name i M Address e M w s W Telephone/Fax r B B B 5E E E E Atco Construction, Inc. 1 X Haul HMAC to $63,637 119 Conona Ct project Fort Worth, TX 76108 817-448-8007 817-448-8256 Banda Trucking 1 X Haul raw $74,336 1911 Menefee material to plant Fort Worth, TX 76106 site (817) 903-1862 Green Scaping 1 X Landscape, & $22,892 2401 Handley Ederville Fence Rd, Fort Worth, TX 76118 817-577-9299 Klutz Construction 2 X Structures & Wall $533,445 P4 Box 185 Sub to Woody Kennedale, Texas Contracting 76060 817-561-5591 Ashgrove Cement 1 X Cement for $48,032 1750 Brennan Ave, Fort Stabilization Worth, TX 76106 Supplier 817-378-9042 Roolters Asphalt 1 X Liquid Asphalt $223,773 3632 Lawnwood Street Supplier Fort Worth, TX 76111 Rev. 5/30/12 ATTACHMENT I Page 3 of 4 Woody Contractors 1 X Storm Drain Sub $540,914 650 Tower Rd Kennedale, Texas 76060 817-483-4787 817-483-2048 Blackhawk Excavation 1 X Excavation Sub $593,807 6603 CR 305 Grandview, Texas 76060 (817) 205-9459 Cross Roads LP 1 X Barricades, $347,566 5021 David Strickland Guard Rail, Fort Worth, Texas Signage& Traffic 76119 Markings 817-634-0044 817-634-0048 Vulcan Materials 1 X Raw Aggregate $174,008 6100 Western Place Ste & Flex Base 400 Supplier Fort Worth, Texas 76107 Total Dollar Amount of MBE Subcontractors/Suppliers $694,310 Total Dollar Amount of Non -MBE Subcontractors/Suppliers $1'928100 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $2,6229410 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the MinoMy and Women Business Enterprise Office through the submittal of a Request t6r Approval 01 Oh,angelAd diflorr. 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 cornmitted 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 submitted 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 Rev. 6130/12 ATTACHMENT 1A Page 4 of 4 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. 4uthorized Signature Vice -President of Project Develop Title Texas Materials Group, dba JLB Contracting, a Part of Texas Bit Company Name PO Box 24131 Address Fort Worth, Texas 76124 CitylStatelzip Ronald D Stinson, Jr Printed Signature Contact Name/Title (if different) 817-261-2991 817-261-3044 Telephone and/or Fax rstinson@jlbcontracting.com E-mail Address July 12, 2019 Date Rev. 5130112 GC-6.0 i Wage Rates THIS ]PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION ©I°SCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, So,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12,96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GC©6.09 Permits and Utilities THIS PAGE CLEFT INTENTIONALLY BLANK CITY OF FORT WORTH Salver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 R'LSC®6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02101 Revised July 1, 2011 GR®®I 60 ®® Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Silver Creek Road Improvements - Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projeci No. 02101 Revised July I, 2011 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: December 6, 2018 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. Table ®f Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Duetile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35