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Contract 35905
0.0.E. FILE SPECIF!;f TIONS ggir~:).~~E~~~y~ CONTRACT DOCUMENTS IN GCO. FOR . ,m,Ml~4 CIP Drainage Project 00098 r-i ,r.:~ ''" ... r:. •. ,., :Wat r Project No. P253-541200-06011700098-83 ""· ._, t ~-1. -, R .. .fi g~ r Project No. P258-541200-07011700098-83 DOE No. 4723 /PW No. C200-541200-2012700098-83 City of Fort Worth, Texas 2006 Mayor S. Frank Crumb, P.E. Director Water Department Robert D. Goo e, P.E. A . Douglas Rademaker , P.E. Director of Director Transportation and Department of Engineering Prepared By: • . . . . ~@u) SWG Project No . 17016 M&C Request Review Page 1 of 2 City of Fort Wort Empl oyee Intran et www.cfwnet.org Home I Counci l Agenda I M&C I Em~loyee Directory I ACToday I Employee Clamfied$ I PRS I IT Online I Departments I S1te Map Pri nt M&C COUNCIL A TION : Approved on 10/2/2007 -Ord. No.# 17811-10-2007 DATE: 10/2/2007 RE ERENCE NO.: **C-22421 CODE: C CONSENT LOG NAME: PUBLIC HEARING: 302M ISCULVERT98 NO SUBJECT: Authorize Executi n of a Contract with Humphrey & Morton Construction Company, Inc., for Minor Miscella eous Culvert Improvements , Contract F (Project No. 00098), Authorize Transfer of Fund and Adopt Appropriation Ordinance RECOMMENDATION : It is recommended that the Ci Counci l: 1. Authorize the transfer of $3 9,575 .00 from the Storm Water Utility Fund to the Storm Water Capita l Projects Fund ; 2. Adopt the attached approp ation ordinance increasing estimated receipts and appropriations in the Storm Water Capital Projects Fund i the amount of $369,575.00; and 3. Authorize the City Manager to execute a contract with Humphrey & Morton Construction Company , Inc ., in the amount of $392 ,649.90 fo Minor M iscellaneous Cu lvert Improvements , Contract F. DISCUSSION : The Storm Water Management Program was established to reduce flooding in Fort Worth , preserve streams , minimize water poll ution and to operate the storm wa ter system in a more effective manner to fully comply with state and federa1 1regulatory requirements . This will be accomplished by infrastruct ure reconstruct ion and system m,intenance, master planning , enhanced development review, and increased public educatio n and outrea ilh. On December 14 , 2004 , (M& C-20438) the City Manager executed an engineering agreement with Stream Water Group, Inc., for 2004 IP M iscellaneous Channel Improvements, Contract Fon Glen Garden Drive, Truman Drive and Williams ad . This project was advertised o April 26 , 2007 and May 3, 2007. The following bids were received on June 14, 2007: BIDDERS Humphrey & Morton Co struction Company, Inc. Tri-Tech Constru cti on , Inc TIME OF COMPLETION : 1 0 Working Days Specified AMOUNT $392,649.90 $436 ,8 11.00 Funding in the amount of $8, 50 .00 is required for associate water and sewer construction survey , project management, pre-constructi n, material testing , inspection and project close out (Water $1,440.00 and Sewer $6,610 .00). The conti gency funds to cover change orders total $7,006.00 (Water $1 ,006 .00 and Sewer $6 ,000.00). http://www.cfwnet.org/council_packet/mc _review.asp?ID=8263&councildate= 10/2/20 07 10/3/2007 M&C Request Review ' Page 2 of2 Funding in the amount of $48 , 40.00 is required for construction survey, project management, pre- construction , material testing, nspection and project close . The contingency fund for possible change orders for drainage improvements is 15 ,297 .00 . Humphrey & Morton Constru ion Company, Inc., are in compliance with the City's M/WBE Ordinance by committing to 20 percent M BE participation . The City's goal on this project is 17 percent. This project is located in multi le COUNCIL DISTRICTS . FISCAL INFORMATION/CER IFICATION : The Finance Director certifies hat upon approval of the above recommendations, and adoption of the attached appropriation ordina ce , funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fu d, the Sewer Capital Projects Fund and the Storm Water Capital Projects Fund . TO Fund/Account/Ce ters 1&2 P228 472069 2012 00098ZZ 2 P228 531350 201270 09840 2 P228 531350 201270 09852 2 P228 531350 201270 09860 2 P228 531350 201270 1 10987 3 2 P228 531350 201270 09880 2 P228 531350 201270 09882 2 P228 54 1200 201270 09883 2 P228 531350 201270 1 09884 2 P228 531350 201270 09885 2)P228 539120 201270Q09886 2 P228 531350 201270 0989 1 $369 ,575.00 $5,000.00 $12,800 .00 $640 .00 $500 .00 $1 ,920.00 $60.00 $321 ,235.00 $4 ,700 .00 $19,200.00 $3,200 .00 $320.00 FROM Fund/Account/Centers 1 )PE69 538070 0209206 $369 ,575 .00 3)P253 541200 601170009883 $10,055.00 3 P258 541200 701170009883 76 657 .10 3)P228 541200 201270009883 $305 ,937.80 Submitted for Ci~ Mana er s Office by_;_ Marc A. Ott (84 76 ) Originating Department He d: Additional Information Con ct: A. Douglas Rademaker (6157) Robert Sauceda (2387) ATTACHMENTS 302MISCULVERT98 Ord.doc http ://www.cfwnet.org/council__packet/mc _review.asp ?1D=8263 &councildate= 10/2/2007 10/3/2007 . .. FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 Tot e Plans , Specifications & General Contract Documents 2004 CIP Draina Project 00098 -Water Project No. P253-541200-06011700098-83 , Sewer Project No. P 58-541200-07011700098-83 , T/PW No. C200-541200-2012700098-83 DOE No. 4723 I riginal Bid Date: May 24, 2007; 1:30 PM Revis d Bid Date: Thursday, June 14, 2007; 1:30PM Addendum No. 1: Issued May 10, 2007 This Addendum , forms part of the Plans , Contract Documents & Specifications for the above referenced Project and odifies the original Specifications and Contract Documents. Bidder shall acknowledge rece pt of this addendum in the space provided below, in the proposal (Proposal Signature Pa e) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt o£this addendum could subject the bidder to disqualification. The plans and specific ion documents for 2004 CIP Drainage Project 00098 , Water Project No. P253-541200-0601170 I 098-83 , Sewer Project No. P258-541200-0701 l 700098-83 , T/PW No. C200-541200-2012700 98-83 , DOE No. 4723 are hereby revised by Addendum No. 1 as follows: SPECIFICATIONS CONTRACT DOCUMENTS: 1. NOTICE TO BID • Pages P rt A NOTICE TO BIDDERS and PART A COMPREHENSIVE NOTIC TO BIDDERS , Revised paragraph one , sentence one , to read ; Addressed to M . Charles R. Boswell, City Manager of the City of Fort Worth, Texas , will be received at the Purchasing Office until 1:30 P.M., Thursday, June 14, 2007 and then publicly or:iened and read at 2:00 P.M. in the Council Chambers . A signed copy oft Addendum should be included in the sealed bid envelope at the time of bid submittal. F ilure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. ISSUED BY: irector Addendum No. I , Page I of I From:bw 8174464335 06/13/2007 14:30 OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 ~ the Plans, Specifications & General Contract Documents #1.78 P.002/002 2004 CIP Dr · age Project 00098 -Water Project No. P253-541200-06011700098-83, Sewer Project No P258-541200-07011700098-83, T/PW No. C200-541200-2012700098-83 DOE No. 4723 Original Bid Date: May 24, 2007; 1:30 PM Re ised Bid Date: Thursday, June 14, 2007; 1:30PM Addendum No. 1: Issued May 1 O, 2007 Addendum No. 2: Issued June 6, 2007 This Addend~, fo part of the Plans, Contract Documents & Specifications for the above referenced Project d modifies the original Specifications and Contract Documents. Bidder shall acknowledge ipt of this addendum in the space provided below, in the proposal (Proposal Signature , age) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receip of this addend.um could subj~t the bidder to disqualification. Th~ plans and speci 1cation documents for 2004 CIP Drainage Project 00098, Water Project No. P253-541200-0601 700098-83, Sewer Project No. P258-541200-0701 l 700098-83, T/PWNo. C200-541200-2012 00098-83, DOE No. 4723 are hereby revised by Addendwn No. 1 as follows: SPECIFICATION & CONTRACT DOCUMENTS: 1 In dd . . I the d' · · d ·fi · d · · · . a 1ti n to terms, con ttions, in emm cation an insurance provts1ons provided by the Contract Documents, Contractor shall indemnify and hold harmless the grant r ofpennanent drainage and sewer line easement numbers AEA 4723-Al and AE 4 723-A2, Extex Laport, LP, for any liability, including without limitation, reasonab e attorney's fees, and maintain a Comprehensive General Liability Policy with ~ ined coverage limits of not less that TWO MILLION and N0/100 DOLLA , naming the Extex Laport, LP as additional insured. A signed copy o the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder t be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 1, Page 1 of 1 From:bw 8174464335 06/13/2007 11:28 CITY F FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 3 To the Plans, Specifications & General Contract Documents #173 P.002/007 . ' 2004 CIP Drain ge Project 00098 -Water Project No. P253-541200-06011700098-83, Sewer Project No. 258-541200-07011700098-83, T/PW No. C200-541200-2012700098-83 DOENo.4723 Original Bid Date: May 24, 2007; 1:30 PM Rev· ed Bid Date: Thursday, June 14, 2007; 1:30PM Addendum No. 3: Issued June 13 , 2007 This Addendum, fo s part of the Plans, Contract Documents & Specifications for the above referenced Project an modifies the original Specifications and Contract Documents. Bidder shall acknowledge re ipt of this addendum in the space provided below, in the proposal (Proposal Signature ge) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt f this addendum could subject the bidder to disqualification. The plans and specifi ation documents for 2004 CIP Drainage Project 00098 , Water Project No. P253-541200-06011 00098-83, Sewer Project No. P258-541200-07011700098-83, T/PW No. C200-541200-20127 98-83, DOE No. 4723 are hereby revised by Addendum No. 3 as follows : SPECIFICATIONS & CONTRACT DOCUMENTS: PROPOSAL: • Replace pag Part B -Proposal 3, 13, 18 and 19 of23 with Revised pages Part B -Pro , sat 3R, 13R, 18R and 19R. PLANS: 2. 8" SS-M-166, S eet 5 of 31: • Revised profi e notes to read: o RE OVE AND REPLACE 250 LF OF EX. 8" SANITARY SEWER WITH 25 LF OF 8" (SDR35) SANITARY SEWER BY OPEN CUT STRUCT 97 LF OF 8" (SDR35) SANITARY SEWER BY OPEN CUT. Addendum No. 3, Page 1 of 2 From:bw 8174464335 06/13/2007 11:28 #173 P.003/007 A signed copy the Addendum should be included in the sealed bid envelope at the time of bid submittal Failure to acknowledge the receipt of this Addendum could cause the subject bidder be considered "NONRESPONSIVE," resulting in disqualification. ISSUED BY: A. Douglas Rademaker, P .E., Director BT-~ Ro ceda Project Manager Addendum No. 3,Page2 of2 From:bw -.... 8174464335 06/13/2007 16 :45 CIT OF FORT WORffl DEPARTMENT OF ENGINEERING ADDENDUM NO. 4 o the Plans. Specifications & General Contract Documents 117 9 P.002/004 2004 CIP D · nage Project 00098 -Water Project No. P253-541200-06011700098-83, Sewer P oject No. P258-541200-07011700098-83 , T/PWNo . C200-541200- 2012700098-83 DOENo.4723 Original Bid Date: May 24, 2007; 1:30 PM R vised Bid Date: T•ursday, June 14, 2007; 1:30PM Addendum No. 4: IssuedJune 13, 2007 This Addend forms part of the Plans, Contract Documents & Specifications for the above referenc d Project and modifies the original Specifications and Contract Documents . Biader shall acknowledge receipt of this addendum in the space provided . below, in the II posal (Proposal Signature Page) and acknowledge receipt on the outer envelope ofyo bid . Failure to acknowledge receipt of this addendum could subject the bidder to disq ification. · The plans ands ification documents for 2004 CIP Drainage Project 00098, Water Project No. P25 -541200-06011700098-83, Sewer Project No. P258-541200- 0701 l 700098-8 , T/PW No. C200-541200-2012700098-83, DOE No. 4723 are hereby revised by Add dum No. 4 as follows: --~,,,,, SPECIFICA ONS & CONTRACT DOCUME ... -";.~~.-~~-.!t/\, 'e,"".··' * ·-.,:'f.s, '• ,:' .· ·. I BID Pn,oPOSAL "'* _.· .._ * 1 f,.,' -I.'\: : t * .-· ' ·: * ~ ~ • Replace ages Part B-Proposal Sand 16 of23 r:~~::~~~i0-::~~~!~:J t !)( with Re 'sed pages Part B -Proposal SR & 16R of23 1 1 -.._ 8386 7 ,_.· J ~o ,,~-·-... .-.,1 t,CJc,./.~(C£NSY.:~--·· ,;-. , , ''\;s,,oNAC\.'!.~v If)'~ ,,,,, A signed copy o the Addendum should be included in the sealed bid envelope at the time of bid submittal Failure to acknowledge the receipt of this Addendum. could cause the subject bidder t be considered ''NONRESPONSIVE," resulting in disqualification. RECEIPT AC OWLEDGEMENT: ISSUED BY: A. Douglas Rademaker, P.E., Di.rector B~ y · -->,----,.,:;"-"--.1-----"---~~---- Company J/v,11)J~ <f /l'ltJ I!: Address: f..~ ._ ~ f /zOS 7 City:!{.,, ~4 State : 7i Addendum No . 4, Page I of 1 F-1-, Wor+h I Tx, 10// q City & State ($ I{') 4 '7 g J g O g g Telephone Vo.11 i d s. /J ll,m~l-ir ~ Contact Person CONTRACT DOCUMENTS City of Fort Worth 2004 C P Drainage Project No. 00098 Wate Project No. P253-541200-06011700098-83 Sewe Project No. P258-541200-07011700098-83 DOE No. 4723 /PW No. C200-541200-2012700098-83 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Stream Water Group, Inc. ENGINEERS + PLANNERS + SURVEYORS FORT WORTH, TEXAS APRIL 2007 CONTRACT DOCUMENTS City of Fort Worth 2004 C P Drainage Project No. 00098 Wat r Project No. P253-541200-06011700098-83 Sew r Project No. P258-541200-07011700098-83 DOE No. 4723 /PW No. C200-541200-2012700098-83 CITY OF FORT WORTH TARRANT COUNTY, TEXAS APRIL 2007 I here y state that these Contract Documents were prepared under my d irect supervision and that I am a duly Registered Professional Engineer unde the laws of the State of Texas. _ ..... ,,,,, --~~ .. 9F .Jt}\\ ,.,'?"'····*··.':ts\ . ,;' . . . . . ·. .. ; *: . ·. * i, t * .: · .. * I /··· ····· .......... ········ ·····1 I MD SHAMSUL AREF IN I. / ............. · .................. / ~ ', ·... 83867 ... / i,~··. .. ,,,, l\ o~· · · .~(CENS~~. · ·~ ,\f'ss ....... ¥-r::,' ,'\f ONAL t _ ''-:,,, ........... MD SHAMSUL AREFIN, P.E. Date: 4 -Z.$ 0 ":f Registration No. 83867 PART A- PARTB- PARTC- PART Cl- PARTD- PARTDA- PARTDB- PARTE- PARTF- a . b. C. d. e. f. g. PARTG- TABLE OF CONTENTS Notice to Bi ders Comprehens ve Notice to Bidders Special Ins ctions to Bidders T/PW Speci 1 Instructions to Bidders M/WBE Spe ifications Proposal Supplement jY Conditions Special Conditions Additional SI ecial Conditions Special Prov sions for Street and Storm Drain Construction General Speaifications for Water Department Projects (Not Bound Herein) Contractor ocuments Certificate of Insurance Contractor d ompliance with Worker's Compensation law Conflict of Ulterest Vendor Compliance to State Law Payment Bond Performance Bond Maintenanc Bond Contract APPENDIXA- APPENDIXB- APPENDIXC- APPENDIXD- Stan ard/Special Details ate Cast-In-Place Box Storm Drain Plans and Details ents and Temporary Right of Entry Documents PART A NOTICE TO BIDDERS G'.OMPREHENSIVE NOTICE TO BIDDERS k PECIAL INSTRUCTIONS TO BIDDERS Tl W SPECIAL INSTRUCTIONS TO BIDDERS PART A NOTICE TO BIDDERS Sealed proposals for the fi llowing: FOR: City of ort Worth, TX 2004 C Drainage Project 00098 Water P oject No. P253-541200-06011700098-83 Sewer P oject No. P258-541200-07011700098-83 DOEN .4723 T/PW No. C200-541200-2012700098-83 Addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1 :30 p.m., Thursday, May 24th, 2007 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, General Contract Documents and Specifications for this project may be obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. A thirty dollar ($30) non-refundable fee is required for the first set of documents and additional sets may be purchased on a non- refundable basis for thirty dollars ($30) for each set. These documents contain additional information for prospective bidders. Sets of documents will be provided for purchase for a nonrefundable price of thirty dollars ($30.00) per set. Also, Plans, Specifications and Contract Documents for this project may be obtained by visiting http://proiectpoint.buzzsaw.com/client/fortworthgov free of charge. Use user name "Cowtown" and Password "Cowtown2004". Project is located in DOE Projects folder under Project 00098 -2004 cm Drainage -DOE 4723 folder Design Plans & Specifications. The major work will con ist of the following: UNIT I Fl-Section A-Water ine Improvements APPROX. 50 L 8" PVC WATER LINE Fl-Section B-Sanitarr Sewer Improvements APPROX. 347 LF 8" PVC SANITARY SEWER UNIT II Fl-Section C-Storm Drain Improvements (Glen Garden Drive N) APPROX. 40 9'Wx4'H DIRECT DRIVE HS20 CONCRETE BOX WITH HEADWALLS F2-Section C-Storm Drain Improvements (Truman Drive) APPROX. 272 7'Wx4 'H DIRECT DRIVE HS20 CONCRETE BOX WITH HEADWALL F3-Section C -Storm Jl)rain Improvements (Williams Road) APPROX. 250 ~IY 6" REINFORCED CONCRETE RIP-RAP (CONCRETE SLAB CHANNEL LINER) For additional informatio , please contact Mr. Roberto Sauceda, Project Manager, City of Fort Worth -Department of Engineering at(817) 392 2387, and/or Mr. Shamsul Arefin, P.E., Project Manager, Stream Water Group, Inc. at(817) 446-4171 Advertising Dates: April 26, 2007 May 3, 2007 PART A OMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the fol owing: FOR: CI Y OF FORT WORTH, TX 20 4 CIP DRAINAGE PROJECT 00098 W TER PROJECT NO. P253-541200-06011700098-83 SE ER PROJECT NO. P258-541200-06011700098-83 D N0.4723 T WNO. C200-541200-2012700098-83 Addressed to Mr. Charles B swell, City Manager of the City of Fort Worth , Texas , will be received at the Purchasing Office until 1:30 .m. Th rsda Ma 24th 2007 and then publicly opened and read aloud at 2:00 p .m. in the Council Chambers . Plans, eneral Contract Documents and Specifications for this project may be obtained in the office of the Department of ngineering, Municipal Office Bu.ilding, 1000 Throckmorton Street, Fort Worth, Texas 76102. All bidders will be required to comply with Provision 5159a of"Vemon's Annotated Civil Statutes" of the State of Texas with respect to the p yment of prevailing wage rates and City Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 3-A-29) prohibiting discrimination in the employment practices . Bid security is required in a cordance with Paragraph 2 of the Special Instructions to Bidders . The major work will consis of the (approximate) following : UNIT I Fl-Section A Glen Garde -Water Line Improvements 50 LF 8" 900 PVC WATER LINE 1 TN D TILE IRON FITTINGS 25 LF CO CRETE ENCASEMENT FOR 8" WATER LINE Fl-Section B Glen Garde -Sanitary Sewer Improvements 175 LF VC SANITARY SEWER SERVICE LINE 347 LF 8" 900 PVC SANITARY SEWER 7 EA 4" ANITARY SEWER SERVICE TAPS 3 EA 4' 1 IA. SANITARY SEWER MANHOLES (4 '-6') 18 VF AD ED DEPTH FOR SANITATY SEWER MANHOLES >6' 350 LF PE NT ASPHALT PAVEMENT REPAIR PER FIG. 2000-lA 30 LF CO CRETE ENCASEMENT FOR 8" SANITARY SEWER UNIT II Fl-Section C Glen Garde -Storm Drain Improvements 34LF 100 LF 2EA 30 SY 60 SY 300 SY 200 SY 30LF 200 SY 1 LS 100 LF X 4'H DIRECT DRIVE HS20 CONCRETE BOX M AL BEAM GUARD RAIL WITH TERMIAL UNITS CA TIN PLACE CONCRETE HEADWALL CO CRETE RIP-RAP (CONCRETE SLAB CHANNEL LINER) 6" SAND CUSHION RO GH GRADING PE ANENT ASPHALT PAVEMENT REPAIR RE OVE EXISTING WOODEN CUL VERT F GRADING PR TECT AND REP AIR NATURAL STONEWALL ONCRETE CURB AND GUTTER F2-Section C Truman -S orm Drain Improvements 25 LF CO CRETE ENCASEMENT FOR 18" SS 272LF 1 EA 50LF 60LF 25 LF 20LF 1 LS 300SY 30SY 45 SY 900SY 900 SY 200CY 325 CY 600SY 250SY 250 SY PART A <lOMPREHENSIVE NOTICE TO BIDDERS 7' X 4'H DIRECT DRIVE HS20 CONCRETE BOX CA TIN PLACE JUNCTION BOX (PER DETAIL) 24" LIii RCP STORM DRAIN RE OVE AND DISPOSE OF 24" RCP SD RE!OVE AND DISPOSE OF 36" RCP SD RE!OVE AND DISPOSE OF 4'-5' HEADWALL (INCLUDING FOOTING) INS ALL HEADWALL FOR BOX STORM DRAIN 6" IND CUSHION CO CRETE RIP-RAP (CONCRETE SLAB CHANNEL LINER) GR UTED ROCK RIP-RAP 6" OPSOIL BL(J)CK SODDING M;.CELLANEOUS EXCAVATION MI CELLANOUS SELECT MATERIAL BACKFILL F . GRADING RE~~DVE AND DISPOSE OF 4"-6" CONCRETE SLAB (INCLUDING FOOTING) RE OVE AND DISPOSE ROCK RIP-RAP F3-Section C Williams -S orm Drain Improvements 110 SY 4" AND CUSHION 250 SY CO CRETE RIP-RAP (CONCRETE SLAB CHANNEL LINER) (PER DETAIL) 75 CY EX AV A TE AND DISPOSE OF TOPSOIL 100 CY MI CELLANEOUS SELECT MATERIAL EMBEDMENT AND BACKFILL 350 SY RO GH GRADING 350 SY F GRADING 130 SY BL CK SODDING 210 LF RE ORCED CONCRETE STRIP FOOTING ALONG CHANNEL BOTTOM Included in the above will b all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specificatio s. The City reserves the righ to reject any and/or all bids and waive any and/or all formalities. AW ARD OF CONTRACT: No bid may withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, ill be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for o taining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate paces on the PROPOSAL form(s). Bids that do not acknowledge receipt of all addenda may be rejected as being no -responsive. Information regarding the status of addenda may be obtained by contacting the Department ofEnginee · g at (817) 871-7910. Bidders shall not separate, etach or remove any portion, segment or sheets from the contract document at any time. Bidders must comple e the proposal section(s) and submit the complete specification book or face rejection of the bid as non-responsi e. It is recommended that the bidder make a copy of the forms included in the Minority and Women Busi ess Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. SUBMISSION OF BID A DAW ARD OF CONTRACT This document is designed a single construction contract. The proposal has been separated into two UNITS WITH MULTIPLE SECTIONS an PROJECT LOCATIONS; UNIT I, Section A-Water Line Improvements and Section B- PART A COMPREHENSIVE NOTICE TO BIDDERS to the responsive bidder fo ALL UNITS AND SECTIONS. The prospective bidder must submit tbeir bid for the TWO units and complete the Bi Summary on Page B-19 . h . accord witll the City o .Fort Worth Ordinan_ce No.15530, tbe City of Fort Worth has goals for the participation of' JDhaority bqiaess eate rises ao:d womea b1lfllless ewaterprbel io City coatracts.. A copy of tbe O:ntiaanee can be obtained from tie o ace of tile City Secretary. The bidder shall snbmit the MBE/WBE UinJZA TION FORM, SUBCONTRAC R/SUPPLIER UTILIZATIONFORM, PRIME CONTRACTOR WAIVERFORM, GOOD F AITHEFFOR FORM (with "Doca:D\eatadon") and/or the JOINT VENTURE FORM as appropria.te. The Docum.entatk,n mus be ~eel no later than S:00 p.m., five (5) City busines, daY$ after the bid opeaing date. The bidder shall o taln a recdpt from tb.e approp.riate employee of the managing department to whom delivery was made. Such receipt ,ludl be evidence that the City ttceived tbe Documentation. FaiJu_re to comply shall render tile bid aon-pouive. The managing departtrlent Of this project is the Department of En gineering . For additional infotfilati<>~ please eontact Mr. Roberto Sauceda, Proj¢ct Managa-, City of Fort Worth -Department of Engineering at (817) 392-2690, and/or Mr. Shamsul Arefin . P .E., Project Mimager, Stream Water Group, Inc . at (817) 446-4171. CHARLES R, BO WELL CITY MANAGE Advertising Dates : April 26, 2007 May 3.200 7 A. DOUGLAS RADEMAKER, P.E .• DJ.RECTOR DEPARTMENT OF ENGINEERING By: __ ~-+--,--~-:-------,------ .an Beck, P.E., Manag er artm ent of Engineering. Services Division MARTY HENDRIX CITY SECRETARY SPECIAL INSTRUCTIONS TO BIDDERS 1) CATION RE UIREMENTS: All contractors submitting bids are required to be prequali 1ed by the Fort Worth Water Department prior to submitting bids. This prequalificati process will establish a bid limit based on a technical evaluation and financial anal sis of the contractor. It is the bidder's responsibility to submit the following documentation : a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of th~ Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public acc~untant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one ( ) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an ex rience record to be considered to be acceptable for a given project, it must reflect the xperience of the firm seeking qualification in work of both the same nature and techni al level as that of the project for which bids are to be received . c) The Director of the Water Department shall be the sole judge as to the acceptability for financial q alification to bid on any Fort Worth Water Department project. d) Bids recei ed in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City, i its sole discretion, may reject any bid for failure to demonstrate experience and/or exp!rtise . f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience are not deemed to be appropriate to the nature and/or magnitude of the project on hich bids are to be received. Failure to notify shall not be a waiver of any necessary P,requalification. 2. BID SECUJY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded To be an acceptable surety on the bid bond, the surety must be authorized to do business in t he state of Texas. In addition, the surety must (I) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or re9 uired under federal law; or (2) have obtained reinsurance for any liability in excess of $100,~00 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is Jhe holder of a certificate of authority from the Untied States secretary of the treasury to qual ify as a surety on obligations permitted or required under federal law . 09/10/04 1 Satisfactory pr f of any such reinsurance shall be provided to the City upon request. The City, in its sol discretion, will detennine the adequacy of the proof required herein. 3 . BONDS: A p rfonnance bond, a payment bond , and a maintenance bond each for one hundred (100° ) percent of the contract price will be required, Reference C 3-3 .7. 4. Section C3-3.l of the General Conditions is deleted and replaced with the following: (a) The contr tor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates detennined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor 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. These records shall be o en at all reasonable hours for ins tion b the Ci ( c) The contra tor shall include in its subcontracts and/or shall otherwise require all of its subcontractors o comply with paragraphs (a) and (b) above . ( d) With each artial payment estimate or payroll period, whichever is less , an affidavit stating that the ontractor has complied with the requirements of Chapter 2258 , Texas Government C de. The contractor hall post the prevailing wage rates in a conspicuous place at the site of the project at all times . 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Pro sat. 6. 7 . NONRESIDE T BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bid er to obtain a comparable contract in the state in which the nonresident's principal placef business in located. "Nonresident bi der" means a bidder whose principal place of business is not in this state, but excludes a con tor whose ultimate parent company or majority owner has its principal place of busines~ in this state . This provision does not apply if this contract involves federal funds. 09/10/04 2 The appropri te blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to eet specifications . The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty-ve (45) calendar days after completion and acceptance by the City. 9. AGE: In ace rdance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members , agents employees, program participants or subcontractors, while engaged in performing this contract, shal~ in connection with the employment, advancement or discharge of employees or in connecti n with the terms, conditions or privileges of their employment, discriminate against perso s because of their age except on the bases of a bona fide occupational qualification, r etirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontracto , program participants, or persons acting on their behalf, shall specify, in solicitations o advertisements for employees to work on this contract, a maximum age limit for such empl yment unless the specified maximum age limit is based upon a bona fide occupational ualification, retirement plan or statutory requirements. Contractor w ants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City a ising out of Contractor's and/or its subcontractors' alleged failure to comply with the abov referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILIT : In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment ith, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any cl ims or allegations asserted by third parties or subcontractors against City arising out of C ontractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE3/WB, UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, P CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("with ocumentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate e m ployee of the managing department to whom delivery was made. Such receipt 09/10/04 3 shall be evide ce that the documentation was received by the City. Failure to comply shall render the bid on-responsive. Upon request, ontractor agrees to provide the Owner complete and accurate information regarding actu l work performed by a Minority Business Enterprise (MBE) and/or women business ente rise (WBE) on the contract and payment thereof. Contractor further agrees to permit any au it and/or examination of any books, records or files in its possession that will substantiate th actual work performed by an MBE and/or WBE . The misrepresentation of facts ( other th~ a negligent misrepresentation) and/or commission of fraud by the Contractor will be groundk for termination of the contract and/or initiating action under appropriate Federal, State J r local laws or ordinances relating to false statements. Further, any such misrepresentat on of facts (other than a negligent misrepresentation) and/or commission of fraud will resu t in the Contractor being determined to be irresponsible and barred from participating i City work for a period of time of not less than three (3) years. 12. FINAL PAYMENT, ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period. b. Payment o the retainage will be included with the final payment after acceptance of the project as ing complet_e. c. The projec shall be deemed complete and accepted by the City as of the date the final punch list as been completed, as evidenced by a written statement signed by the d the City. d. The warr ty period shall begin as of the date that the final punch list has been completed. e. Bills Paid ffidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the vent that the Bills Paid Affidavit and Consent of Surety have been delivered to the city ilod there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall ake a progress payment in the amount that city deems due and payable. g. In the even of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 09/10/04 4 I. 2. SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) ---------""'"-1,-RI_T_Y_: Cashier's check or an acceptable bidder's bond payable to the City of in an amount of not less than five (5%) per cent of the total of the bid submitted pany the bid, and is subject to forfeit in the event the successful bidder fails to contract documents within ten ( 10) days after the contract has been awarded. To be an a ceptable surety on the bid bond, the surety must be authorized to do business in the state o Texas. In addition, the surety must (1) hold a certificate of authority from the United Sta es secretary of the treasury to qualify as a surety on obligations permitted or required der federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 om a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the older of a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering in o a contract for the work will be required to give the City surety in a sum equal to the amou of the contract awarded. In this connection, the successful bidder shall be required t furnish a performance bond and a payment bond, both in a sum equal to the amount of he contract awarded. The form of the bond shall be as herein provided and the surety sha I be acceptable to the City. All bonds furnished hereunder shall meet the requireme ts of Chapter 2253, Texas Government Code. In order fi a surety to be acceptable to the City, the surety must (1) hold a certificate of authority om the United States secretary of the treasury to qualify as a surety on obligations permitted r required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas d is the holder of a certificate of authority from the United States secretary of the treasury t qualify as a surety on obligations permitted or required under federal law. Satisfactoq proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proofrequired herein. The City ill accept no sureties who are in default or delinquent on any bonds or who have an interest any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contrac or shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess .of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. 10/27/04 1 All contra ts shall require a maintenance bond in the amount of one hundred percent (100%) of the ori inal contract amount to guarantee the work for a period of two (2) years after the date of ac eptance of the project from defects in workmanship and/or material. 3. LI UID TED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph .6, of the "General Provisions" of the Standard Specifications for Construction of the City o Fort Worth, Texas, concerning liquidated damages for late completion of projects. 4. AMBIGU Y: In case of ambiguity or lack of clearness in stating prices in the proposal, the City resei es the right to adopt the most advantageous construction thereof to the City or to reject the roposal. 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a- 29) prohibiting discrimination in employment practices. 6. WAGE TES: Section 8.8 of the Standard Specifications for Street and Storm Drain Constructi n is deleted and replaced with the following: (a) The c tractor shall comply with all requirements of Chapter 2258, Texas Government Code, incl ding the payment of not less than the rates determined by the City Council of the City ofFo Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Govemme t Code. Such prevailing wage rates are included in these contract documents. contractor shall, for a period of three (3) years following the date of acceptance maintain records that show (i) the name and occupation of each worker employed y the contractor in the construction of the work provided for in this contract; and (ii) the ac al per diem wages paid to each worker. These records shall be open at all reasonable ours for inspection by the City. The provisions of the special provision titled "Right to udit" pertain to this inspection. ( c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontrac ors to comply with paragraphs (a) and (b) above. ( d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. ( e) The contractor shall post the prevailing wage rates in a conspicuous place at the site · of the project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 7. FINANC STATEMENT: A current certified financial statement may be required by the Departmen of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an 10/27/04 2 independe t Public Accountant holding a valid permit issued by an appropriate State Licensing gency. 8. INSURA CE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provi e, along with executed contract documents and appropriate bonds, proof of insurance r Worker's Compensation and Comprehensive General Liability (Bodily lnjury- $500,000 ch person, $1,000,000 each occurrence ($2,000,000 aggregate limit); Property Damage -$250,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REQUIREMENTS: a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contrador's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted roject. c. Any fa "lure on part of the City to request required insurance documentation shall not constitute waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers niust be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deduct{ble limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider al1fmative coverage or risk treatment measures through insurance pools or risk retention ups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contra'for's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the ourse of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liabilit)'i claim or lawsuit or which could result in a property loss. 10/27/04 3 Contractor liability shall not be limited to the specified amounts of insurance required herein. m. Upon t e request of City, Contractor shall provide complete copies of all insurance policies re uired by these contract documents. . . IO . NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes , the City ofFol Worth will not award this contract to a non resident bidder unless the nonresiden 's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by t e same amount that a Texas resident bidder would be required to underbid a nonresiden bidder to obtain a comparable contract in the state in which the nonresident's principal p ce of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a ontractor whose ultimate parent company or majority owner has its principal place of bu iness in this state. This provis on does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications . The failure of a nonresident contractor to do so will automatically disqualify that bidder. · 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In an accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority b siness enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PjIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM(" ·th Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documenta ion must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon requ st, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business en erprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any udit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such 10/27/04 4 misreprese tation facts ( other than a negligent misrepresentation) and/or commission of fraud will resul in the Contractor being detennined to be irresponsible and barred from participati in City work for a period of time of not less that three (3) years . 12. A WARD F CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserv s the right to reject any and/or all bids and waive any and/or all irregularities . No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZA 11,ION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT F'pRM, and/or the JOINT VENTURE FORM ("Documentation") as appropriate is received b~ the City. The award of contract, if made, will be within ninety (90) days after this docum ntation is received, but in no case will the award be made until all the responsibil ty of the bidder to whom it is proposed to award the contract has been verified. 13 . PAYMENI': The Contractor will receive full payment (minus retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, amd upon acceptance of the project. 14 . ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Infonnation regarding t e status of addenda may be obtained by contacting the plans desk of the Departmen of Engineering Construction Division at (817) 871-7910. Bids that so not acknowled e all applicable addenda may be rejected as non-responsive . 15 . CONTRA TOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. W or1kers Compensat ion Insurance Coverage a. Defi itions: 10/27/04 Ce in of coverage ("certificate"). A copy of a certificate of insurance, a certificate of uthority to self-insure issued by the commission, or a coverage agreement (T CC-81 , TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing se ices on a project, for the duration of the project. DUliation of the project-includes the time from the beginning of the work on the proj ect until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Pe ons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities perfonning all or part of the services the contractor has undertaken to perfonn on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity , or employees of any entity , which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office sup ly deliveries, and delivery of portable toilets. 5 10/27/04 b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g . The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on th<:: project, for the duration of the project; 6 (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs ( 1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services . j. f3y signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts , and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division I of Self-Insurance Regulation. Providing false or misleading information may su~ject the contractor to administrative, criminal, civil penalties or other civil actions . k . The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify curr~nt coverage and report failure to provide coverage. This notice does not satisfy other posti ng requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bd ld type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: 10/27/04 7 IRED WORKER'S COMPENSATION COVERAGE" The law re uires that each person working on this site or providing services related to this constructi n project must be covered by worker" compensation insurance. This includes persons pr viding, hauling or delivering equipment or materials , or providing labor or transporta on or other service related to the project, regardless of the identity of their employer r status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 16 . NON DIS RIMINATION: The contractor shall not discriminate against any person or persons be ause of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections l3A-21 through 13A-29), prohibiting discrimination in employment practices . 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of he federal government, contractor covenants that neither it nor any of its officers, members, gents , or employees, will engage in performing this contract, shall , in connection with the e ployment, advancement or discharge of employees or in connection with the terms, con itions or privileges of their employment, discriminate against person because of their age e cept on the basis of a bona fide occupational qualification, retirement plan or statutory r quirement. Contractor further covenants that neither it nor its officers, members, agents , or employees, or person actrg on their behalf, shall specify , in solicitations or advertisements for employees to work on tllis Contract, a maximum age limit for such employment unless the specified maximum kge_ limit is based upon a bona fide occupational qualification, retirement plan or statutory rJ qmrement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harm ess against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability , terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply wi h the above-referenced laws concerning disability discrimination in the performan e of this Contract. 19. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND WARRANTY: 10/27/04 8 a . The c ntractor will receive full payment (less retainage) from the city for each pay peri . b. Paym nt of the retainage will be included with the final payment after acceptance of the proje as being complete. c . The p oject shall be deemed complete and accepted by the City as of the date the final punch list has been completed , as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills aid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city d there is a dispute regarding (i) final quantities , or (ii} liquidated damages, city shall ake a progress payment in the amount that city deems due and payable. g. vent of a dispute regarding either final quantities or liquidated damages, the shall attempt to resolve the differences within 30 calendar days. 10/27/04 9 PARTB M/WBE SPECIFICATIONS PROPOSAL FORT WORTH City of Fort Worth 06 -Zv -07 Po2 :10 I N Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLIC Y If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar Vfl lue of the contract is less than $25 ,000, the M/WBE goal is not applicab le. POLICY STATEMENT It is the policy of the City of Fo rt Worth to ensure the full and equitab le participation by Minority and Women Business Enterprises (M /W BE ) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's curre nt Minority and Wo me n Busine ss Enterprise Ordinance apply to this bid. i\11/W BE PROJ E CT G OALS 'tc '' •s :';1.V>:3E J0al on \his proj ec t is _...._l.,__7 __ % of the to tal b id (Ba se bid a p p lies t o Pa r ks and Com mu nity Services) COMPLIANCE TO BID SP CIFICATIONS O n City contra cts of $25,000 o more, bidders are required to comply with the inte nt of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal , or 2. Good Faith Effort documentation , or; 4. Joint Venture. 3. Waiver documentation, o]1 ; SUBMITTAL OF REQUIR . D DOCUMENTATION The appl icable documents mu st be received by the Managing Department , within the following times allocated , in order for the entire bid to be considered responsive to the specifications. T he Offero r s ha ll de li ve r the rvl WB E documen tatio n , ; , r <11 , ., h,c. clP!-'rupr·i,,l e em µl oye e of the ma nag ing de pa rtm e nt ana o bt ain a da te/time rece ip t. Suc h rec eip t shall ,,, , -wJ,-111>' tr,:;r th, City ,-.=,ce,veci t ile docume n ta ti on in the time a llo ca ted . A faxed c o p y wi l l not b e accept ed 1. Subcontra ctor Utilization ~orm , if goal is received by 5:00 p.m., five (5) City business days after the bid met or ex ceeded : open ing da te , exclusive of the bid opening date . 2. Good Faith Effort and Sub c ontractor re ceived by 5:00 p .m ., five (5) City business days after the bid Utilization Form , if participation is less than opening date , exclu sive of the bid opening date . state d goal: 3. Good Faith Effort and Sub c ontractor received by 5:00 p .m., five (5) C ity business days after the bid Utilization Form , if no M/WBE !Participation: opening date , exclusive of the bid opening date . 4. Prime Contractor Waiver 9 orm , if yo u will received by 5:00 p .m ., five (5 ) City business days after th e bid perform all subcontracting /supplier work: openi ng date , exclusive of the bid opening date. 5. Joint Venture Form , if uti li zle a joint venture received by 5 :00 p.m., five (5) City business days after the bid to met o r ex ceed goal. opening date , exclusive of the bid opening date . I FAILURE TO COMPLY WITH ,THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS An;, qf ,,stio n s , please contac t t he M/WB E Offi c e ot (8 17) 392 -6 04 . Rev .11/11/05 FORT WORTH ~ PRIME COMPANY NAME : HUMPHREY & MORTON PROJECT NAME : 2004 CIP DRAINAGE City 's M/WBE Project Goal : 17 % City of Fort Worth ATTACHMENT 1A Page 1 o f 4 06 -2__0 -07 Subcontractors/Suppliers Utilization Form P02 :10 I N Check applicable block to descr ibe prime 00 NSTRUCTION COMPANY, INC. I M/W/DBE I X I NON-M/W/D BE PF OJECT 98 6-14 - 2 0 B19 DATE Prime 's M/WBE Project Utilization : PROJECT NUMBER 20 % DOE 4723 Identify~ subcontractors/suppliers you will use on this project I Failure to complete this for rtl , in its entirety with re quested documentation, and received by the Managing Department on or before 5 :00 p.m. five (5) City business days after bid opening , exclusive of bid opening date , will result in the bid being co sidered non-responsive to bid specifications . The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule , conditioned upon execution of a contract with the City of Fort Worth . The intentional and /or knowing misrepresen ation of facts is grounds for consideration of disqualificat ion and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in he marketplace at the time of bid. Marketplace is the geographic area of Tarrant , Parke r, Johnson , Collin , Dallas Denton, Ellis, Kaufman and Rockwall counties . Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e ., a direct payment from the prime contractor to a subcontractor is considered 151 tier, a payment by a subcontractor to its supplier is considered 2 nd tier ALL M/r BEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening with in the Marketplace , that have been determined to be bona fi de minority or women businesses by the North Central Texas Regional Certification Age nc y (NCTRCA ), or the T exa s Department of Transportation (TX DOT ), highway division. Disadvantaged Business Enterprise (DBE) is synonymo us with Minority/Women Business Enterprise (M/WBE). If hauling services are u~ilized , the pr ime will be g iven credit as long as the M/WBE listed owns and ope rates at lea st one fully li q;ensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/W BEt firm, including M/WBE owner-operators , and receive full M/WBE credit. The M/WBE may lease trucks fMom non-M/WBEs , including owner-operators , but w ill only receive credit for the fees and commissions earn J d by the M/WBE as outlined in the lease aqreement. Rev. 5/30/03 f r)RTWORTH --~ ATIACHMENT 1A Pa ge 2 of 4 V V -~ V -u / p J C : I J I I~ Primes are required to identify J J:.!: subcon trac tors/suppl iers , rega rdle ss of sta tus ; i.e., Minority, Wom en and non -M/WBEs . Pl ~ase li st M/WBE fi rms first, use additional shee ts if necessary. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax REBAR SERVICES P,O,BOX 40584 FORT WORTH,TX.76140 PH:817 483-4603 FAX :817 ~483 -8418 T i e r 1 CENTEX SEEDING,INC. 1 P.O.BOX 2077 KELLER,TX, 76244 PH:817 306-8510 FAX:817 306 -8901 M B E EAGLE AGGREGATE TRANSPORTATION,LLC 1 X 4401 N,I-35,STE,113 DENTON,TX, 76207 PH:214 770 -1694 FAX:940 383-0096 HAYDEN CAPITAL CORP l X P,O,BOX 8369 FORT WORTH,TX, 7612, PH:817 478-3765 I FAX:817 561-2368 TEXAS SAND & GRAVEL 2 P.Q.BOX 2158 MANSFIELD,TX.76063 PH:817 225-0059 FAX:817 225 -0063 1 MAGNUM MANHOLE 3828 CAVALIER DR. GARLAND ,TX. PH:214 687-2293 FAX:972 276-5318 2 I Certification (ch eck one ) N C w T B R E C A X X X X N 0 n T X M D w 0 8 T E Detail Subcontracting Work FURNISH & INSTALL TOPSOip & SOD WATERING TRUCKING EXCAVATION REMOVALS GRADING CURB & GUTTER DRIVEWAYS SIDEWALK FENCING TRUCKING TV SEWER & MANHOLE COATING Detail Supplies Purchased REBAR SAND Dollar Amount 22,700.00 11,793.00 I 3,330,00 29,274.00 2,000.00 500.00 6,348.00 FOR T WORTH ---r--- ('\ tC ...... --r-, ·--,.... , ATTACHME NT 1A Page 3 of 4 vv c..v vi rvc:.-1u -,fil Primes are requi red to id entify fil subco nt racto rs /s uppliers , regardl ess of sta tu s ; i.e ., Mi no rity, Wome n an d no n-M /WBEs . Peas e list M/W BE fi rms firs t , use a ddi tio nal sheets if n ecessa ry . SUBCONTRACTOR /SUPPLIER Company Name Address Telephone/Fax COWTOWN REDI-MIX P,O,BOX 62327 FORT WORTH,TX.76 3'61 PH:817 788-3158 FAX:817 759-1716 HANSON PIPE & . ·-, .. .. PRECAST 1003 N,MAC: ARTHUR GRAND PRAIRIE,TX 75050 PH:972 262-369@ FAX:972 264-6236 HANSON AGGREGATES 8505 FREEPORT PKWY STE.500 IRVING,T X . 75063 PH:972 621-0345 FAX:469 417-1438 HD WATERWORKS 7179 LATHAM DR. RICHLAND HILLS,TX. 76118 PH:817 595-0580 FA X :817 589-0179 i I 2 2 2 2 SOUTHERN STAR 1 CONCRETE 8500 FREEPORT PKWY STE.200 IRVING,T X . 75063 PH:972 621-0999 FAX:972 621-3352 T RI-TECH CONST.I NC.l 650 TOWER DRI VE KENNEDALE ,T X.76060 PH:817 496-5361 FA X :8 17 44 6-3044 I I I Certificati on (c he ck o ne ) N T C X M w T D B B R 0 E E C T A X N 0 n Detail M Subcontracti ng Work VI B E X ---- X X X X WATER & SEWER Detail Supplies Purchased CONCRETE RCP ROCK PIPE & FITTINGS CONCRETE Dollar Amount 3,200.00 3 , 7 3 2. 00 1,800.00 5,270.00 24,590.00 78 ,2 1 7.00 o,. ... , C::/')(\/("\') I • ATTACHMENT 1A FORT WOR TH Page 4 of 4 ~ 06 -20-07 P02 :1 0 I I~ Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 79,145.00 Total Dollar Amount of Non-M, WBE Subcontractors /Suppliers $ 113,609.00 TOTAL DOLLAR AMOUNT 0 ;: ALL SUBCONTRACTORS/SUPPLIERS $ 192 ,754.00 The Contractor w ill not make a dditions, deletions , or substitutions to this certified list without the prior approval o f the Minority and Women B usiness Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition . Any unjustified change or deletion shall be a material breach of contract and may result in deoarment in accord with the procedures outlined in the ordinance. The contractor s hall submit a detailed explan r tion of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted , it will affect the final compliance determination. By affixin g a signature to this form , the Offeror further agrees to provide, directly to the City upon request , co mplete and accurate inf1 rmation regarding actual work performed by all subcontractors, including M/W /DBE(s) arrangements ubmitted with the bid. The Offeror also agrees to allow an audit and/or ex amination of any books , ecords and files held by their company. The bidder agrees to allow the transmission of intervie s with owners , principals, officers, employees and applicable subcontractors/suppliers/cont actors participating on the contract that will substantiate the actual work pe rformed by the M/W/DBE s) on this contract , by an authorized officer or employee of the City . Any in tentional and/or knowing mi representation of facts will be grounds for terminating the contract or debarment from City work for a period f not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any fai lure to comply w ith this ordinance and create a material b reac h of contract may resul in a determ ination of an irresponsible Offeror and barred from participating in C ity work for a period of time t less than 1) year. wJ DAVID S,HUMPHREY Printed Signature PRESIDENT SAME HUMPHREY & MORTON CONSTRUCTION COMPANY,INC (817) 478-8088 Company Name Telephone and/or Fax P,O.BOX 8057 HMCONSTINC@ AOL.COM A ddres s E-mail Address FORT WORTH,TX, 76124 JUNE 20,2007 City/State/Zip Date Rev. 5/30 /03 SECTIONB BID PROPOSAL (This proposal must not b removed from this book of Contract Documents .) TO: Charles Boswell City Manager, Ci y of Fort Worth Purchasing Divis· n, Municipal Office Building 1000 Throckmort n Street P.O. Box 17027 Fort Worth, Texa 76102 PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of vari us water, sanitary sewer, and storm drain improvements, and all necessary appurtenances and incide tal work to provide a complete and serviceable project designated as: 2004 CIP DRAINAGE PROJECT 00098 FORT WORTH, TEXAS ATER PROJECT NO. P253-541200-06011700098-83 EWER PROJECT NO. P258-541200-07011700098-83 DOEN0.4723 T/PW NO. C200-541200-2012700098-83 Pursuant to the foregoin "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, inc uding plans, special contract documents, and the General Contract Documents and General Specifications ti r Water Department Projects, and Standard Specifications for Street and Storm Drain Construction, wit latest revisions, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as speci ed to be furnished by the City, which is necessary to fully complete the work as provided in the Plans an Contract Documents and subject to the inspection and approval of the Director of the Department of Eng· ering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a c ntract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bo ds, if any, as may be required by the Contract Documents for the performing and completing of the said w rk. Contractor proposes to do the work within the time stated and for the following sums: Part B-Proposal -1 of 23 PAY ITEM 1. 2. 3 . 4. TOTAL CIP DRAINAGE PROJECT NO. 00098 Unit I-Fl-Section A-Water Line Improvements Glen Garden Drive North APPROXI ATE QUANT TY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE AMOUNT BID Furnish and Ins all, including all appurtenant work, complete in place the following items : (D-No refers to related items in the Part D Special Conditions Section.) 50 L 50 L 1 25 L 8" C900 PVC Water Line, (Complete-In-Place For All Depths) (D-52.1) One: b vnd-v-ed Gv:e Dollars & ------ __ S_,~-x_+_y ___ Cents per LF Trench Safety for Excavations > 5' Depth One Dollars & ------ __ t-_e,n ____ Cents per LF Ductile Iron Fittings 1},( ee rho uSQn d +hree hundred. f-h i(+y Dollars & ---'--n=()'----__ Cent sperTN Concrete Encasement for 8" Water Line Fi f+y-f, ve Dollars & ------ _<;~j ~X +~\+-/ __ Cents per LF I $ s,?-eo . $1.10 $5?.00 $65.bO UNIT I-Fl-SECTION A WATERThfPROVEMi NTS $ lQ, oss .oo NOTE Forward Total to Page Part B-Proposal -20 Part R-Pronosal -2 of 2 1 00 Frnm:bw PAY ITEM 1. 2. 3 . 4. 5. I ~ 8174464335 06/13/2007 11:29 CIP DRAINAGE PROJECT NO. 00098 Unit I-Ft-Section B-Sanitary Sewer Improvements Glen Garden Drive North #173 P.004/007 DESCRIPTION OF ITEMS WITH UNIT AMOUNT BID PRICES WRITTEN IN WORDS PRICE BID (Furnish and stall, including all appurtenant work, complete in place the following items . 175 347 7 3 18 D-No. refers to related items in the part D Special Conditions.) F F ,A 'A F 4" PVC SS Pipe Service Lines (AJI Depths) (D-48) t\ev en Dollars & t-en CentsperLF $11.J.O *8 " SDR-35 PVC SS (Open Cut All Depths) Si~+y -OVl-€ Dollars & +-en Cents per LF 4" Sani tary Sewer Tap HV( hundied si -,..+~ Dollars & no Cents per EA Std. 4 ' Dia. SSMH (4 '-6 ') Ji.Jo K1D usan d H·ve hv rd red s~ xfyoouars & s lo/.10 $5 fo0.00 $~.'50 s21 1 2ol.10 s3 /l20.oo no Cents per EA s~5(ti0.00 si,lt,W.oa Added Depth for Std. 4' Dia. SSMH > 6' ovie. hvndre d s j x+y- ~ I 'f. Dollars & SU et,+\/ Cents per VF $ /~ ft; .10 $ ~OOQ, (o 0 I Part B-Proposal -3R of20 CIP DRAINAGE PROJECT NO. 00098 nit I-Fl-Section B-Sanitary Sewer Improvements Glen Garden Drive North PAY APPROX! TE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT TY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins all, including all appurtenant work, complete in place the following items : (D-N refers to related items in the Part D Special Conditions Section.) *CONTRACTORS COMPLETE CITY APPROVED ST AND ARD PRODUCT FORM ON PAGE 20 OF22 6. 2 Remove Existing SSMH 51 Xty Dollars & Cents per EA ------no $l3~0 00 $ l.\"Z.O. 00 > 7. 3 E Concrete Collar for SSMH SI xf-y Dollars& ___ ()_O ___ Cents per EA $'5!o0 .00 $ l,te,~0.00 8 . 3 E Watertight Insert for SSMH (Polyethylene) Fi -(ty -n· ve Dollar s & c;, x+y Cents per EA $ S5.00 $ llo~.'&O 9. 350 L Permanent Asphalt Pavement Repair Per Fig. 2000-lA S, x+y Dollars & no Cents perLF $"0.00 $21,000. <JO 10. 70 LF Block Sodding El~ htecn Dollars & seven+v Cents per LF $ (g .10 $ 130''1. ~o I 1, ·, Part B-Prooosal -4 of23 Frnm:bw PAY ITEM 11. 12 . 13. 14 . 15 . 16. 17. TOTAL 8174464335 06/13/2007 16:46 #179 P.003/004 CIP DRAINAGE PROJECT NO. 00098 Unit I-Fl-Section B-Sanitary Sewer Improvements Glen Garden Drive North DESCRIPTION OF ITEMS WITH UNIT AMOUNT BID PRICES WRITTEN IN WORDS PRICE BID APPRO QUA Furnish and stall, including all appurtenant work, complete in place the following items: (D-o. refers to related items in the Part D Special Conditions Section.) 347 F 522 i F 3 A 30 F 7 A 35 347 LF Post-construction TV Inspection of New SS Dne _____ Dollars & __ h_«)~ __ Cents per LF Trench Safety System for Excavations> 5' Depth N o ----~Dollars & b.Jecly Cents per LF Vacuum Test New SSMH's On e.. hu n& eel C, I 0/ e{\ Dollar & \--e(l Cents per EA Concrete Encasement for 8" SS Fi J-h1 -fi re Dollars & ~x+y CentsperLF slll.1 0 s?c;. b O Two-Way Sanitary Sewer Service Cleanout (D-45) 1#f;t e. h unc!red s'3i l.10 sfil.30 s ~lo foCZ . oo ~ ( + Y Dollars & ()0 Cents per EA s33o. 00 $2,-31 0 . 00 Protective Manhole Coating for Corrosion Protection On e. h vn &ed n1()eA y Dollars& no CentsperVF s lCf 0 .00 $(,/ ~?0 .00 Pre-Construction Television Inspection of Sanitary Sewer Th f(,e __ ....,..._ __ Dollars & }Vii ( ty CentsperLF sl,lL{-5 .10 UNIT I-Fl-SECTION B ,(p , lP6J. 10 SANITARY SEWER IMPROVEMENTS s l NOTE Forward Total to Page Part 8-Proposal -20 Part B-Proposal -5R of 6 w • CIP DRAINAGE PROJECT NO. 00098 nit II-Fl-Section C-Storm Drain Improvements Glen Garden Drive North PAY APPROX! DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT! BID PRICES WRITTEN IN WORDS PRICE BID 1. Furnish and Ins 11 , including all appurtenant work, complete in place the following items : (D-No refers to related items in the Part D Special Conditions Section.) 40 LF > 9 'W x 4 'H Direct Drive HS20 Concrete Box Fi Vt hundred H)( +y Dollars & Vl-0 Cents per LF $~I, "100. 00 CONTRACTOR SHALL CIRCLE: PRE-CAST BO CONSTRUCTION OR A CAST-IN-PLACE SE ECTION MUST INCLUDE A SIGNATURE IN APPENDIX C. 2. 100 LF 3. 2 E 4 . 30 SY 5 . 300 SY Metal B eam Guard Rail w/ Timber Post s,xty Dollars & ------ --~YJ~O ___ Cents per LF Headwall for Box Culvert Three H,Du C{)nd Pi've hvf'\dX ed tefl Dollars & ___ ()_O ___ Cents per EA 6" Reinforced Concrete Rip-Rap G th/ -H re Dollars & I ---'-n_o ___ Cents per SY Sodding Dollars & ------ Y\ 0 Cents per SY ------'---- Part B-Proposal - 6 of 23 $W.OO $ ~} 000. 00 $165.oo $4 ,&50 .oa $ I0.00 CIP DRAINAGE PROJECT NO. 00098 Unit II-Fl-Section C-Storm Drain Improvements Glen Garden Drive North PAY APPROX MATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUAN ITY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and tall , including all appurtenant work, complete in place the following items: (D-N . refers to related items in the Part D Special Conditions Section.) 6. 60 6" Sand Cushion T e.n Dollars & (\0 Cents per SY $\0.00 $lo00 .00 7 . 300 s Install 6" Topsoil fe.n Dollars & no Cents per SY $ \0.00 $~, 000.00 8. 300 s Rough Grading S1 >< Dollars & (1£+y Cents per SY $', -SO $ 1, Clt:J"0 .00 9 . 200 s Permanent Asphalt Pavement Repair Per Detail (See Plan Sheet 9) f f9h±y Dollars & YlO Cents per SY $ 80. 00 $1"', 000. 00 10 . 100 C Unclassified Street and ROW Excavation 'f vJ e¥11'-L 1 Dollars & no Cents per CY $20 .oo $z.,ooo.oo Part B-Proposal - 7 of 23 CIP DRAINAGE PROJECT NO. 00098 nit II-Fl-Section C-Storm Drain Improvements Glen Garden Drive North PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTI y BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins 11 , including all appurtenant work, complete in place the follow ing items : (D-No refers to related items in the Part D Special Conditions Section.) 11. 30 LF Remove and Dispose o f 6 ' x 4 .5 ' Wooden Box Culvert ,V\,rty Dollars & no Cents perLF $30 .o o $ ~00. 00 12 . 200 SY Fine Grading f~ve Dollars & t-evl Cents per SY $6.10 $ ,, 01.0.00 13 . 2 EA Remove and Dispose of Tree (8 "-2 1") t"nree hundred S1X~L Dollars & J no Cent s per EA $'3~0 .00 $12.0.oo 14 . 30 LF Remove Natural Stone Wall Tm Dollars & Y\o Cents perLF $ 10.00 $300. 00 15 . 1 LS Protect and Repair Natural Stone Wall £i ve hundre-d fu (+y Dollars & no Cents per LS $54-0.oo $Slf-0 oo Part B-Proposal -8 of 23 CIP DRAINAGE PROJECT NO. 00098 Unit II-Fl-Section C-Storm Drain Improvements Glen Garden Drive North PAY APPROXI TE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and In all , including all appurtenant work, complete in place the following items: (D-N . refers to related items in the Part D Special Conditions Sect ion.) 16 . 1 L Project Trench Safety System for Excavations One Dollars & ~(+y Cent s per LS $I. 4-0 $ I. 4-0 17 . 2 E Install (and Remove) Temporary Rock Check Dam 1hve.e VHA-1c!Je.J S1 Yty Dollars & (VD Cents per E A $300 .00 $110.00 18. 4 E Inst all Met al Beam Guard Rail Terminal U nit ,hcee_ v)l)() cl e d huei!±y Dollars & no Cents per E A $~20.00 $1,1.'80 .oo 19. 2 E Project Sign Three Hundred Dollars & Zero Cents per EA $ 300 .00 $600 .00 20 . 100 L 7" Concrete Curb with 18" Gutter Eor +,L. J Dollars & Y\O Cents perLF $ W-D .oo $41000 . oo Part B-Proposal -9 of 23 CIP DRAINAGE PROJECT NO. 00098 nit II-Fl-Section C-Storm Drain Improvements Glen Garden Drive North PAY APPRO TE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT TY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins all , including all appurtenant work, complete in place the following items : (D-No refers to related items in the Part D Special Conditions Section.) 21. 35 LF Discontinuous Concrete Curb and Gutter f-o(+y Dollars & no Cents perLF $40 00 $ l,4-oo .oo 22. 20 LF Headwall Integrated Discontinuous Concrete Curb and Gutter fl' f+y Dollars & no Cents perLF $ !io,oo $ l, 000 .00 23 . 20 s Broom Finished 2:27 Concrete Flume Ovie. ~undved ~ Dollars & VlO Cents per SY $\20 .00 $2 ,400 .00 24 . 14 s 4" Gravel Driveway le{) Dollars & no Cents per SY $ trO.oo $ 1i+o .oo 25 . 14 s 6" Reinforced Concrete Driveway Fl~n+y Dollars & ----'-no"-><--__ Cents per SY $50.00 TOTAL ~i!-:~~~R1 ~MENTS $ (Glen Garden N) NOTE Forward Total to Page Part B-Proposal -20 Part B-Proposal -10 of 23 CIP DRAINAGE PROJECT NO. 00098 nit II-F2-Section C-Storm Drain Improvements Truman Drive PAY APPROX! DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins all, including all appurtenant work, complete in place the following items: (D-No refers to related items in the Part D Special Conditions Section.) 1. 25 LF Concrete Encasement for 18" SS ~o{+y Dollars & ------ ___ Y\_O ___ Cents per L F $~Q 00 2. 272 LF 7'W x 4 'H HS20 Direct Drive Concrete Box Dollars & ------ ___ n_,_...O<._ __ Cent s per LF $3oO. 00 $ ~I. (o00.00 I CONTRACTOR SHALL CIRCLE: 3. 4. 5. PRE-CAST BO CONSTRUCTION OR CAST-IN-PLACE BOX CONSTRUCTION A CAST-IN-PL CE SELECTION MUST INCLUDE A SIGNATURE IN APPENDIX C. 1 E 2 E 50 LF Cast In Place Concrete Storm Drain Junction Box per Detail (Plan Sheet 18) sue.n H-iousand two hvriJred frR-y Dollars & 00 CentsperEA $7 1 2-'iO.OO $1,2-50.0o 24" Cast In Place Rim and Cover .ftt,' ( f '/ Dollars & ___ n=O ___ . Cents per EA Install 24" RCP CLID SD G· t' +y Dollars & nQ Cents per LF Part B-Prooosal -11 of 23 CIP DRAINAGE PROJECT NO. 00098 Unit II-F2-Section C-Storm Drain Improvements Truman Drive PAY APPROXI TE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT TY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and In all , including all appurtenant work, complete in place the following items : (D-N . refers to related items in the Part D Special Conditions Section.) 6 . 60 L Remove and Dispose of 24" RCP SD r ~ell±y Dollars & Y\0 Cents per LF $2:Q.oo $ 1,ioo.00 7 . 25 L Remove and Dispose of 36" RCP SD fµetrf-y Dollars & (\Q Cents per LF $20.00 $ 500.00 8. 20 L Remove and Dispose of Headwall Rve hunJred forty Dollars & ho Cents per LF $?lW 00 $10 .&oo.oo ' 9. 1 L Install Headwall for Box Culvert Thfee thousand 0,(e~ hundred fen Dollars & no Cents per LS $3,310.00 $'5,3 IO.oo 10. 50 C 2 :27 Backfill Ovit huY\dred rh( ( +y_ Dollars & no Cents per CY $1 ~.Ct) $'1/500.00 11. 300 s 6" Sand Cushion [di Dollars & Y10 Cents per SY $ ID .oo $ ~1000.00 Part B-Prooosal -12 of 23 From:bw 8174464335 06/13/2007 11 : ,29 CIP DRAINAGE PROJECT NO . 00098 Unit II-F2-Section C-Storm Drain Improvements Truman Drive #173 P.005 /007 '\. PAY APPRO DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUA BID PRICES WRITTEN IN WORDS PRICE BID 12 . .13. 14. 15 . 16 . Furnish and nstall, including all appurtenant work, complete in place the following items: (D-o. refers to related items in the Part D Special Conditions Section.) 15 0 y I 58 y 12 y 900 SY Remove and Replace 4" Reinforced Concrete Sidewalk ______ Dollars & __ (\---"Q"---__ Cents per SY 6" Reinforced Concrete Rip-Rap -------'Dollars & V\ 0 Cents per SY $Jfl.Q O Grouted 24" Rock Rip-Rap w / Grout and Filter Fabric Per Detail (see plan) t"c'..,V\ Dollars & _ ___.n__......O~ __ Cen~perSY Remove and Replace 6" Concrete Driveway _____ __;Dollars & __ n___..o ___ Cents per SY sqo.oo Install 6" Topsoil ______ Dollars & __ h_tVl ___ Cents per SY Part B-Proposal -13R of 20 S _hQ_ '50 . O 0 s 1,o&o .oo (l ,z qo.oo CIP DRAINAGE PROJECT NO. 00098 nit II-F2-Section C-Storm Drain Improvements Truman Drive PAY APPROX! DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins 11, including all appurtenant work, complete in place the following items: (D-No refers to related items in the Part D Special Conditions Section.) 17 . 900 s Block Sodding S,)( Dollars & t-h(( Jr y Cents per SY $(p.3o $?1 lo10.00 18. 40 LF Install 6 ' Chain Link Fence J µuity Dollars & Y'\O Cents per LF $9:{),00 $ 800.oo 19. 200 C Miscellaneous Excavation fevi Dollars & (\Q Cents per CY $IO .oo $ Z,ooo .co 20 . 325 C Miscellaneous Select Material Embedment and Backfill T µev1f-y Dollars & no Cents per CY a.o.oo $ '7,500 .00 21. 65 LF Remove and Replace Concrete Curb and Gutter rbi(ty Dollars & no Cents per LF $50.00 $1/1~. Do Part B-Proposal -14 of 23 CIP DRAINAGE PROJECT NO. 00098 nit II-F2-Section C-Storm Drain Improvements Truman Drive PAY APPROXI DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTI BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins 11, including all appurtenant work, complete in place the following items: (D-No refers to related items in the Part D Special Conditions Section.) 22. 600 SY Fine Grading t h<e.e Dollars & E~b±y Cents per SY $3 .i o $2,280 .00 23 . 270 s Remove and Dispose of Concrete 4"-6" Concrete Slab with Footing f-e() Dollars & no Cents per SY $10.00 $1,100 .00 24. 60 s R emove and Dispose of Rock Rip-Rap/ Gabion Ta1 Dollars & no Cents per SY $10 .00 $ woo 00 25 . 290 LF Remove and Dispose of 6' Chain Link Fence Tm Dollars & VJO Cents per LF $/0.00 $2'/:::iOO .co 26. 1 E Install (and Remove) Rock Check Dam tbiee hJndred c;, X'ry Dollars & no Cents per EA $ 3ft{).OO $ 3bo .oo Part B-Prooosal -15 of 23 From:bw PAY ITEM 174464335 06/13/20 0.1 16:4~ CIP DRAINAGE PROJECT NO. 00098 Unit II-F2-Section C-Storm Drain Improvements Truman Drive #179 P.004/004 DESCRIPTION OF ITEMS WITH UNIT AMOUNT BID PRICES WRITTEN IN WORDS PRICE BID Furnish and nstall, including all appurtenant work, complete in place the following items: (D-o . refers to related items in the Part D Special Conditions Section.) 27. S Project Trench Safety Qn-e_ Dollars & fo(+y Cents per LS s l-40 $ 1 .. i+o 28 . 35 LF Remove and Dispose of Metal Beam Guard Rail 11,v~±y Dollars & V\Q Cents perLF sZO .oo s 100.00 29. A Project Sign Three Hundred Dollars & Zero Cents per EA $ 300.00 $300 .00 30. 58 y Install Asphalt Driveway per Detail (Plan Sheet 15) ~~b}y __ Dollars & f)A ~ DA f no Cents per SY i:J~a .-00 4HD. 00 31. 50 F Install Pedestrian Handrail "TYP D" per Detail (Plan Sheet 21) Ni V\ e--+-y TOTAL I UNIT II-Fl-SECTI011i' C STORM DRAIN IMPROVEMENTS (Truman Road) I _____ Dollars & lt- _ __._.V)..___Q __ Cents per LF ~-~ro A,£00. OD I ~~~ I 1 tj~O V s 7 NOTE Forward Total to Page Part B-Proposal -20 Part B-Proposal-16R of 17 CIP DRAINAGE PROJECT NO. 00098 nit II-F3-Section C-Storm Drain Improvements Williams Road PAY APPRO:XI TE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT TY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Ins all, including all appurtenant work, complete in place the following items: (D-No refers to related items in the Part D Special Conditions Section.) 1. 110 s 4 " Sand Cushion T-ev1 Dollars & no Cents per SY $ lO ,00 $1,100.00 2 . 250 s 6" Reinforced Concrete Rip-Rap per Detail Q\'\e. hvndied -t4'\' r +-x Dollars & ho Cents per SY $1~0 .00 $?~, 1:500.00 3. 75 C Excavate and Dispose of Topsoil Fc<1y Dollars & t'\O Cents per C Y $4Q 00 $ 3,000.00 4. 100 C Miscellaneous Select Material Embedment and Backfill Thir+'-L i Dollars & no Cents per CY $60.00 . $3,000.00 5. 350 s Rough Grading Four Dollars & ~if+~ Cents per SY $4,'30 $ I, S15. oo Part B-Prooosal -17 of 23 From:bw 8174464335 06/13/2007 11:29 CIP DRAINAGE PROJECT NO . 00098 Unit II-F3-Section C-Storm Drain Improvements Williams Road ·"' l #173 P.006/007 PAY APPRO MATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUA TITY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and nstall, including all appurtenant work, complete in place the following items: ( No. refers to related items in the Part D Special Conditions Section.) 6. 350 SY Fine Grading Dollars& ------ ~f:~10,_n_+_y ___ Cents per SY 7. 130 SY Install 6" Topsoil ______ .Dollars & ___ n_O ___ Cents per SY s lO .00 $ I, 3oO.vo 8. 130 Y Block Sodding Te.YI -------'Dollars & ___ r'I_O ___ Cents per SY slO.oo s 1,-300 .00 9. 210 F Strip Footing ______ .Dollars & ___ n_O ___ Cents per LF s 10 .00 $2,1co .oo 10 . A D -Hole __ f_-e:¥1 ___ Dollars & __ n_O ___ Cents per EA $ 2 IQ.[() Part 8-Proposal -18R of20 • Frnm:bw PAY ITEM 11. 12. 8174464335 06/13/2007 11:29 --: . CIP DRAINAGE PROJECT NO. 00098 Unit II-F3-Section C-Storm Drain Improvements Williams Road APPR XIMATE QU TITY 1 EA 16 SY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS Project Sign Three Hundred ______ Dollars & =Z=e11=-o ____ Cents per EA 18" Rock Rip Rap w/ Grout and Filter Fabric. N;(\e+y UNIT PRICE 11173 P.007/007 AMOUNT BID ______ .Dollars & _ _.Y\ ........ 0"'--__ Cents per SY $cto .oo $1,44-o .oo TOTAL UNIT II-F3-SECT ON C STORM DRAIN PROVEMENTS (Williams Road) $ NOTE Forward Total to Page Part B-Proposal -20 Part B-Proposal -19R of20 ,1-J~t CIP DRAINAGE PROJECT NO. 00098 BID PROPOSAL PAY APPROX! ATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANT TY BID PRICES WRITTEN IN WORDS PRICE BID UNIT I Fl-SECTION A WATERThfPROVE (G len Garden N) Fl-SECTION B $ SANITARY SEWER PROVEMENTS $ (Glen Garden N) TOTAL UNIT I (SECTION A+ SECTION B) ( Glen Garden N) UNIT II Fl-SECTION C STORM DRAIN Tht:P OVEMENTS (Glen Garden N) F2-SECTION C STORM DRAIN Tht:P OVEMENTS (Truman Drive) F3-SECTION C STORM DRAIN Tht:P OVEMENTS (Williams Road) TOTAL UNIT II (SECTION C) TOTAL BID (UNITS I & II) $ $ $ $ $ $ Part B-Proposal -20 of 23 10, o G5. 00 • ~I, °1'71 .Ll-O ) Section B-Sanitary Sewer Line Improvements .,~ ATER & SANITARY SEWER REPLACEMENT CONTRACT 2003 STM-D CITY APPROVED PRODUCT FORM* CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC. NO. SIZE El-31 4" Thru 30 " X El-25 4" Thru 15" El-27 4" Thru 15" El-28 18" Thru 27" El-100-2 18" Thru 48" Consult the "City of Fort !Worth Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipt s listed above . Failure to provide the info rmation required above may result in rejection of bid as non-responsive. Only products of method listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-re sponsive. Part B-Proposal -21 of 23 SECTIONB BID PROPOSAL Within ten (10) days aft r notification by the City, the undersigned will execute the formal contract and will deliver an approved Sur ty Bond and such other bonds as required by the Contract Documents, for the faithful performance of this con act. The attached bid security in the amount of 5% is to become the property of the City of Port Worth, Tex s, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder ertified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly un rstands all the requirements and conditions of those General Documents and the Specific Contract Docu ents and appurtenant plans. The undersigned assure that its employees and applicants for employment and those of any labor organization, subcontra ors, or employment agency in either furnishing or referring employee applicants to the undersigned are not , · scriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordin ce No. 7400. (Comp! te A or B below, as applicable:) --A. The principal pl ce of business of our company is in the State of / (?'( Ir 5 _____ , our principal place of business, are required to be resident bidders by state law . A copy of the statue is attached. Nonresident bid ers in the State of _____ , our principal place of business, are not required to underbid reside t bidders. The principal pl ce of business of our company or our parent company or majority owner is in the State of Texas. This contract is issued b an organization which qualifies for exemption pursuant to the provisions of Article 20 .04 (F) of the Texas L "ted Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the roject construction, are subject to State sales taxes under house Bill 11, enacted August 15, 1992. The s ccessful Bidder shall be required to complete the attached Statement of Materials and Other Charges contr ctor at the time of executing the contract. The Bidder agrees to be · construction within 10 working days after issue of the work order, and to complete the contract wi hin: One Hu dred Twenty (120) Working Days after the beginning of co struction as set forth in the written order to be furnished by the Owner. This project contract time will be stri tly enforced. Part B-Proposal -22 of 23 SECTIONB BID PROPOSAL I (we) acknowledged r ceipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initi ls) jJ_ A Addendum No. 2 (Initi ls) /{)1 I Addendum No. 3 (Initi ls) AQ I V\C... · Addendum No. 4 (Initi ls) A] (SEAL) Date: &-/d-2o~ 1 Part B-Proposal -23 of 23 PARTC GENERAL CONDITIONS Cl-1 Cl -1.1 Cl-1 .2 Cl-1.3 Cl-1.4 Cl -1.5 Cl-1.6 Cl-1 .7 Cl-1. 8 Cl-1.9 Cl-1.10 J.-1.11 12 '. 9 .30 tl-1.31 ·c1-1. 32 C2-2 C2-2.l C2-2.2 C2-2.3 C2-2 .4 C2-2.5 C2-2.6 C2-2.7 C2-2.8 C2-2.9 C2-2.10 C2-2.ll PART C -GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER 1, 1987 TABLE OF CONTENTS DEFIN TIONS Defin tion of Terms Contr ct Documents NoticJ to Bidders Propo ~al Bidde:t Gener 1 Conditions Speci 1 Conditions Speci ications Bond Contr ct Plans City City ouncil Mayor City anager ity ttorney irec or of Public Works ·· rec or, City Water Department .gin er ntr ctor ret ·es e W rk or Project rki g Day alen ar Day egal Holiday Abbre iations · Chang Order Paved Streets and Alleys Unpavt d Streets and Alleys City f>treets Roadwr,y Gravel Street INTERPRETATION AND PREPARATION OF PROPOSAL Proposal Form Interpretation of Quantities Examination of Contract Documents and Site Submitting of Proposal Rejection of Proposals Bid Security Delivery of Proposal Withd rawing Proposals Teleg raphic Modification of Proposals Public Opening of Proposals Irregu lar Proposals Cl -1(1) Cl-1(1) Cl-1(2) Cl-1(2) Cl -1(2) Cl-1(2) Cl-1(2) Cl-1(2) Cl-1(3) Cl-1(3) Cl -1(3) Cl -1(3) Cl-1(3) Cl-1(3) Cl-1(4) Cl-1(4) Cl-1(4) Cl-1(4) Cl-1(4) Cl-1(4) Cl-1(4) Cl -1(4) Cl-1(5) Cl-1(5) Cl-1(5) Cl-1(5) Cl-1(6) Cl-1(6) Cl -1(7) Cl-1(7) Cl-1(7) Cl-1(7) C2-2(1) C2-2(2) C2-2(2) C2 -2(3) c2-2(3·) C2-2(3) C2-2(4) C2-2(4) C2-2(4) C2 -2(4) C2-2(5) For Construction Us e 12/2/05 1 C2-2.12 C3-3 C3-3.l C3-3.2 C3-3 .3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.ll C3-3.12 ..,.3.13 ; 5 €5-5.6 C5-5 .7 C5-5.8 C5-5.9 C5-5.10 C5-5.ll C5-5.12 C5-5 .13 C5-5.14 C5-5 .15 C5-5.16 C5-5.17 C5 -5.18 C6-6 Disqualification of Bidders AWARD OF EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterprise/ Women-Owned Business Enterprise Compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work .Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue OF WORK ntent of Contract Documents pecial Provisions creased or Decreased Quantities teration of Contract Documents tra Work hedule of Operations ogress Schedules for Water and Sewer ant Facilities ONTROL OF WORK AND MATERIALS ~uthority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection LEGAL RELATIONS AND PUBLIC RESPONSIBILITY For Construction Use 12/2/05 2 C2-2(5) C3-3 ( 1) C3 -3 ( 1) C3-3(1) C3-3(2) C3 -3(2) C3-3(2) C3-3(2) C3-3(4) C3-3(4) C3-3(4) C3-3(4) C3 -3(7) C3-3(7) C3-3(7) C3-3(8) C4-4(1) C4-4 (1) C4-4 (1) C4-4(2) C4-4(2) C4 -4(4) C4-4(4) C5-5(1) C5-5(1) C5-5(2) C5 -5(2) C5-5(3) C5-5(3) C5-5(3) C5-5(4) C5-5(5) C5-5(5) C5-5(6) C5-5(6) C5-5(7) C5-5(7) C5-5(8) C5-5(9) C5-5 (9) C5-5 ( 9) C6-6.l C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6 .8 C6 -6.9 C6-6.10 C6-6.ll C6-6.12 -. 9 (i:,7-7.10 C7 -7.ll C7-7 .12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 CS-8 CB-8.1 CB-8.2 CB-8.3 CB-8.4 CB -8 .5 Laws o be Observed Permi sand Licenses Paten ed Devices, Materials and Proce ses Sanit ry Provisions Publi Safety and Convenience Privi 1 eges of Contractor in Streets, Alleys , and Rights-of-Way Railway Crossings Barric ades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment or Relocation of Public Utilities, etc . Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section or Portion of the Work r ontr ctor's Responsibility for Wo r k .o Waiver of Legal Rights rso al Liability of Public Officials ate Sales Tax OS CUTION AND PROGRESS bl ei tting sig nment of Contract cution of the Work ations of Operations cter of Workmen and Equipment Schedule ' Time of Commencement and Completion Extension of Time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract Due to National Emergency Suspension or Abandonment of the Work and Annulment of Contract Fulfillment of Contract C6-6 ( 1) C6-6(1) C6-6(1) C6-6(2) C6-6(2) C6-6(3) C6-6(4) C6-6(4) C6-6(6) C6-6(6) C6-6(8) C6-6(9) C6-6(9) C6-6(10) C6-6(10) C6-6(10) C6-6(11) C6-6(11) C6-6(11) C6-6(12) C6-6(12) C7-7(1) C7-7 ( 1) C7-7(1) C7-7(2) C7-7(2) C7-7(3) C7 -7(4) C7-7(4) C7-7(5) C7-7(5) C7-7(6) C7-7(6) C7-7(7) Termination for Convenience of the Owner Safety Methods and Practices C7-7(8) C7-7(10) C7-7(10) C7-7(13) MEASUREMENT AND PAYMENT Measu rement of Quantities Unit ·prices Lump 1sum Scope of Payment Part 'al Estimates and Retainage CB-8(1) CB-8(1) CB-8(1) CB-8(1) CB-8(2) For Cons buction Use 12/2/05 3 C8-8.6 C8-8.7 C8-8.8 C8-8.9 CS-8.10 CS-8.11 CS-8.12 CS-8.13 Withholding Payment Final Acceptance Final Payment Adequacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents For Construction Use 12/2/05 4 C8-8(3) C8-8(3) CS-8(3) C8-8(4) C8-8(5) C8-8(5) C8-8(5) C8-8(5) SECTION INITIONS PART C -GENERAL CONDITIONS Cl-1 DEFINTIONS Cl-1.1 ONS OF TERMS: Whenever in these Contract Documents the allowing terms or pronouns in place of them are used, the inte n and meaning shall be understood and interpreted as follows: Cl-1. 2 T DOCUMENTS: The Contract Documents are all of the written an addenda, plans, the contract. drawn documents, such as specifications, bonds, etc., which govern the terms and performance of These are contained in the General Contract Special Contract Documents. ~ b. and t e L CONTRACT DOCUMENTS: nts govern all Water e the following items: The General Contract Department Projects and -NOTICE TO BIDDERS (sample) White T -PROPOSAL (sample) White -GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown -SPECIAL CONDITIONS Green -SPECIFICATIONS El-White E2 -Goldenrod E2A -White S/EASEMENTS Blue PART -BONDS (Sample) White PART -CONTRACT (Sample) White SPECI~L CONTRACT DOCUMENTS: The Special Contract Docu~nts are prepared for each sp~cific project ~s a suppl~ment to the General Contract Documents and incl ure the following items: PART A NOTICE TO BIDDERS (Advertisement) Same as above PART B -PROPOSAL (Bid) PART C -GENERAL CONDITIONS PART D -SPECIAL CONDITIONS PART E -SPECIFICATIONS PERMITS/EASEMENTS PART F -BONDS For Construction Use 12/2/05 Cl-I (I) PART G -CONTRACT PART H -PLANS (Usually bound separately) Cl -1 .3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished directly to interested parties pertaining to the work contemplated under the Contract Documents constitutes the Notice to Bidders. Cl-1. 4 PROPOSAL : The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. BIDDER: Any person, persons, firm, partnership, acting directly or through a submitting a proposal for association, corporation, horized representative, the work contemplated a bidder. under the Contract Documents, CONDITIONS: The General Conditions are the ruction and contract requirements which govern the of the work so that it will be carried on in ith the customary procedure, the local statutes, and of the City of Fort Worth's charter and promulgated there may be a conflict between the General Conditions cial Conditions, the latter shall take precedence and SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. Cl-1. 8 SPECIFICATIONS: The Specifications are that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship4 equipment and services in order to render a completed and useful project. Whenever reference is made to Cl-1 (2) ;.-' standard speci etc., such ref Contract Docume Cl-1. 9 BOND: security furnis performance of ications, regulations, requirements, statutes, rred to documents shall become a part of the ts just as thought they were embodied therein. he bond or bonds are the written guarantee or by the Contractor for the prompt and faithful contract and include the following: a. Perfor ance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Mainte ?ance Bond (see paragraph C3-3.7) d. Proposal or Bid Security ( see Special Instructions to Bidders, Part a and C2-2.6) CONTRACT: The Contract is the formal signed agreement -----------ween the Owner and the Contractor covering the mutual '·'Standing of the two contracting parties about the project 'mpleted under the Contract Documents . The plans are the drawings or reproductions by the Owner's representative showing i n detail imension and position of the various elements of 'ncluding such profiles, typical cross-sections, ams, working drawings, preliminary drawings and such ' d awings as the -Owner may issue to clarify other f r the purpose of showing changes in the work au horized by the Owner. The plans are usually atel from other parts of the Contract Documents, but of the Contract Documents just as though they in. CITY: The City of Fort Worth, Texas, a municipal ~------ poration, authorized and chartered under the Texas State actirl g by and through its governing body or its City Manager, each of which is required by charter to perform specific duti s. Responsibility for final enforcement of Contracts invo ving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. Cl-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. Cl-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tern of the City of Fort Worth, Texas. Cl-1 (3) Cl-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed offic i al of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. Cl-1.18 CITY WATER DEPARTMENT: The duly appoin t ed Water Department of the City of Fort Wor t h, authorized representative, assistant, or DIRECTOR, of the City or his duly The Director of Public Works, Worth City Water Department, or the Direc t or their duly assistants, acting to them. agents, within engineers, the scope of inspectors, or the ·particular TRACTOR: The person, persons, partnership, company, ation, or corporation, entering into a contract wi th for the execution of the work, acting directly or uly authorized representative. A sub-contractor is a irm corporation, or others under contract with the contractor, supplying labor and materials or only or work at the site of the project. SURETIES: The Corporate bodies which are bound by such ----------bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requiremen~s as set forth in the Contract Documents and approved changes therein. Cl-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. Cl-I (4) ... Cl-1. 23 WORKING DAY: A working day is defined as a calendar day, not inclu ing Saturdays, Sundays, and legal holidays, in which the weat er or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a peri d of not less than seven (7) hours between 7:00 a.m. and 6:00 .m., with exceptions as permitted in paragr aph C7-7.6. Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days 6 eing excepted. Cl-1. 25 LEGAL k oLIDAYS: Legal holidays shall be observed as prescribed by I he City Council of the City of Fort Worth for observance by C ty employees as follows: ew Year's Day . King, Jr. Birthday rial Dy Day g Day g Friday ay January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November Dec e mber 2 5 days in l ieu of holidays as the City Council may above named holidays or a special holiday Ci ty Council, falls on Saturday, the holiday obser ed on the preceding Friday, or if it falls on it sha l be observed on the following Monday by those ees workI'lng on working day operations. Employees working endar day o erations will consider the calendar holiday as .the holiday. Cl-1.26 ABBRE IATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - ASCE - LAW - AWWA - ASA - HI - American Association of State Highway Transportation Officials American Society of Civil Engineers In Accordance With American Water Works Association American Standards Association Hydraulic Institute Cl-I (5) Asph. - Ave. - Blvd. - CI - CL - GI - Lin. - lb. - MH - Max. - MGD - CFS - Min. - Mono. - Asphalt Avenue Boulevard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum Million Gallons per Day Cubic Foot per Second Minimum Monolithic Percent um Radius Inside Diameter Outside Diameter Elevation en ti grade ch ot reet bic Yard rd uare Yard Iron CHANGE ORDER: A "Change Order" is a written agreement between the Owner and the Contractor -ering some added or deducted item or feature which may be necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25% of the amount of the particular i tern or i terns in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. Cl-1.28 PAVED STREETS AND ALLEYS: be defined . as a types of wearing surface: street or surfaces alley applied Cl-1 (6) A paved street or ~lley shall having one of the follow i ng over the natural unimproved 1. Any ype of asphaltic concrete with or without separ te base material. 2. Any t pe of asphalt surface treatment, not including an o led surface, with or without separate base mater al. 3. Brick with or without separate base material. 4. Coner te, with or without separate base material. 5. Any c mbination of the above. Cl-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or surface is any area except those defined above for "Paved Stre Alleys." A city street is defined as that area t-of-way lines as the street is dedicated. The roadway is defined as the · area between wo (2') feet back of the curb lines or four (4') average edge of pavement where no curb exists. TREET: A gravel street is any unpaved street to added one or more applications of gravel or other than the natural material found on the improvement was made. Cl-I (7) SECTION C-GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal forms which will contain an . itemized list of the items of work to be done or materials to be furnished and upon wh ich bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Ow n er ~ill furnish forms for the Bidder's "Experience Record," uipment Schedule," and "Financial Statement," all of which be properly executed and filed with the Director of the ter Department one week prior to the hour for opening of 'al statement required shall have been prepared by an certified public accountant or an independent public olding a valid permit issued by an appropriate state ency, and shall have been so prepared as to reflect financial status. This statement must be current ( 1) year old. In the case that a bidding time a new statement is being prepared, s statement shall be updated by proper verification. sets in the amount of ten (10 %) percent of t he project cost will be required. experience record to be considered to be acceptable for a en project, it must reflect the experience of the firm s eeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received. Such experience must have been on projects comple t ed not more than five (5) years prior to the date on which bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department projec t . The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2 (1) C2-2.2 INTERPRE ATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate onl and will be used for the purpose of comparing bids on a unifo m basis. Payment will be made to the Contractor for only the a tual quantities of work performed or materials furnished in s rict accordance with the Contract Documents and Plans. The qu tities of work to be performed and materials to be furnished l ay be increased or decreased as hereinafter provided, witho tin any way invalidating the unit prices bid or any other requi ements of the Contract Documents. C2-2. 3 EXAMINA ION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are adv'sed that the Contract Documents on file with the shall co stitute all of the information which the Owner All additional information and data which the su after promulgation of the formal contract be issued in the form of written addenda and rt of the Contract Documents just as though such actually written into the original Contract e f · ling of proposal, bidders are required to read ,fam liar with the Contract Documents, to visit the pr ject and examine carefully all local conditions, the selves by their own independent research and tests, boring, and by such other means as may be ain a complete knowledge of the conditions which encou tered during the construction of the project. st judg for themselves the difficulties of the work and tending ircumstances affecting the cost of doing the work the time required for its completion, and obtain all information re uired to make an intelligent proposal. No information giy en by the Owner or any representative of the Owner other tha n that contained in the Contract Documents and officially pro11mlgated addenda thereto, shall be binding upon the Owner. Bi ders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data whioh are necessary for full and complete information upon which the J proposal is to be based. It is mutually agreed that the submission of a proposal in prima-facie evidence that the bidder has ; made the investigations, examinations and tests herein requirea. Claims for additional compensation due to variations . between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. C2-2 (2) The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantees that the data shown is representative of conditions which actually exist. C2-2. 4 SUBMITTING OF PROPOSAL: The bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the bidder shall state the price s, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City ·11 govern. is submitted by an individual, his or her name signed by his (her) duly authorized agent. If a is submitted by a firm, association, or partnership, ·. nd address of each member must be given, and t he st be signed by a member of the firm association, or or by a person duly authorized. If a proposal is .a company or corporation, the company or corporate iness address must be given, and the proposal signed ial or duly authorized agent. The corporate seal Power of Attorney authorizing agents or others ,roposal must be properly certified and must be in 'd submitted with the proposal. OF PROPOSALS: Proposals may be rejected if any alteration of words or figures, additions not for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalanced values of any i terns. Proposals tendered or delivered after the official time designated for receipt of proposals shall be returned to the Bidder unopened. C2-2. 6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the C2-2 (3) - three lowest idders will be retained until awarded or oth r disposition is made thereof. of all other b dders may be returned promptly of bids. the contract is The bid security after the canvass C2-2. 7 DELIVER OF PROPOSALS: No proposal will be considered unless it. is d livered, accompanied by its proper Bid Security, to the City Ma ager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actua ly delivered. Each proposal shall be in a sealed envelope plain y marked with the word "PROPOSAL" and the name of description of the project as designated in the "Notice to The envelope shall be addressed to the City Manager, Worth, Texas. Proposals actually filed with the be withdrawn prior to the time set for A request for non-consideration of a e made in writing, addressed to the City manager, him prior to the time set for the opening of fter all proposals not requested for non- re opened and publicly read aloud, the proposals consideration requests have been properly filed ion of the Owner, be returned unopened. OF PROPOSALS: any bidder may telegraphic communication at any time set for opening proposals, provided such unication is received by the City Manager prior the said P lf Oposal opening time, and provided fur,ther, that City Man a ger is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the sign ture of the bidder was mailed prior to the proposal openir' g time. If such confirmation is not received within forty-e ght ( 48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed J and for which no "Non-consideration Request" has been received ~ill be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the owner until C2-2 (4) the contract has been awarded. representatives are invited to bids. be Bidders present or for their the authori z ed opening of C2-2 .11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, t he Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of t he City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may disqualified and their proposals not considered for any of, limited to, the following reasons: be · but h. Reasons for believing that collusion exists among b.idders. grounds for believing that any bidder is · nterested in more than one proposal for work ntemplated. e bidder being interested in any litigation against e Owner or where the Owner may have a claim against be engaged in litigation against the bidder. , e bidder being in arrears on any existing contract ~ having defaulted on a previous contract. he bidder having performed a prior contract in an unsatisfactory manner. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. The bidder not filing with advance of the hour of the following: the Owner, one week opening of proposals in the 1. 2 • Financial Statement showing the financ i al condition of the bidder as specified in Part "A" -Special Instructions. A current experience record showing especia l ly the projects of a nature similar -to the one under consideration, which have been successfu l ly completed by the Bidder. C2-2 (5) 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is dis qualified under the requirements stated herein, shall be set as i de and not opened.· C2-2 (6) i,,,.'f ,- PART C-GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3. 1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on t he basis of the quoted prices, the quantities shown in t he proposal, and the application of such formulas or other methods of brining items to a common basis as may be established in t he Contract Documents. total obtained by taking the sum of the products of unit ces quoted and the estimated quantities plus any lump sum and such other quoted amounts as may enter into the cost completed project will be considered as the amount of t he the contract is made by the Owner, the right to reject any or all proposals and waive ·es, to re-advertise for new proposals, or to proceed rk in any manner as may b e considered for the best the Owner. BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS COMPLIANCE: Contractor agrees to provide to Owner, _st, complete and accurate information regarding actual ormed by a Minority Business Enterprise (MBE) an/or a wned Business Enterprise (WBE) on the contract and t he nt therefore. Contractor further agrees, upon request by to allow an audit and/ or an examination of any books, l ~cords, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds f or termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with curre_nt City Ordinance prohibiting discrimination in employment practices. The Contractor shall post the requi r ed C3-3 (1) notice to that will be provid Employment Offi have on file notices may be effect on the project site, and at his request, d assistance by the City of Fort Worth's Equal er who will refer any qualified applicant he may n his office to the Contractor. Appropriate cquired from the Equal Employment Officer. C3-3.4 WITHDRAW L OF PROPOSALS: After a proposal has been read by the Owner i cannot be withdrawn by the Bidder within forty- five (45) day after the date on which the proposals were opened. _C_3_-_3_. _5 __ A_W_A_R_D __ .___C_O_N_T_RA __ C_T : The Owner reserves the right to withhold final l action on the proposals for a reasonable time, not to exceed forty-five ( 45) days after the date of opening proposals, and in no event will an award be made until after estigations ave been made as to the responsibility of the .sed awarde e contract, if an award is made, will be to the res onsible bidder. e contract shall not become effective until the ed the Contractor in writing of such award. PROPOSAL SECURITIES: As soon as proposed price n determined for comparison of bids, the Owner iscretion, return the proposal security which the proposals which, in its judgment, would not be for the award. All other proposal securities, hose f the three lowest bidders, will be retained by r until the required contract has been executed and bond hed or th Owner has otherwise disposed of the bids, after they will be returned by the City Secretary. C3-3. 7 BONDS: With the execution and deli very of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the am ,unts herein required, the following bonds: a. PERFO RMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amoun of the contract, as evidenced by the proposal and t t bulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contrh ct, and for the protection of the Owner and all other persons against damage by reason of negligence of t e Contractor, or improper execution of the work C3-3 (2) b. or the use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. c. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph CS-8.10. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in rticle 5160, Revised Civil Statutes of Texas, 192 5, amended by House Bill 344 Acts 56th Legislature, gular Session, 1959, effective April 27, 1959, d/or the latest version thereof, supplying labor and terials in the prosecution of the work provided for the contract being constructed under these pecifications. Payment Bond shall remain in force all payments as above stipulated are made. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in th~ City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on t he current U.S. Treasury list of acceptable sureties, and t he amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury List for that company. Each bond shall be properly executed by both the Contractor and the Surety Company. C3-3 (3) Should any Sur ty on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect an the Contractor shall immediately provide a new surety satisfac ory to the Owner. No payment will be made under the contract un il the new surety or sureties, as required, have qualified and ave been accepted by the Owner. The contract shall not be per a ti ve nor will any payments be due or paid until approval f the bonds by the Owner. C3-3. 8 EXECUTI ,N OF CONTRACT: Within ten ( 10) days after the Owner has by a p propriate resolution, or otherwise, awarded the contract, the Ci:ontractor shall execute and file with the Owner the Contract ad such bonds as may be required in the Contract TO EXECUTE CONTRACT: The failure of the Awardee required bond or bonds or to sign the required ten (10) days after the contract is awarded dered by the Owner as an abandonment of his he Owner may annul the Award. By reason of the of the market prices of material and labor, and it ,cti , able and difficult to accurately determine the occurring to the Owner by reason of said re to execute said bonds and contract within ten proposal security accompanying the proposal shall amount of damages which Owner will suffer by such failure on the part of the Awardee and shall immed'ately be forfeited to the Owner. 1:-p g of a proposal will be considered as an acceptance of y the Bidder. WORK: The Contractor shall not commence work ---------+------until authoriz d in writing to do so by the Owner. Should the Contractor fai · to commence work at the site of the project within the tim stipulated in the written authorization usually termed the "Wo k Order" or "Proceed Order", it is agreed that the surety c gmpany will, ~ithin ten 910) days after the commencement date set forth in such written authorization, commence the ph sical execution of the contract. C3-3.11 INSURA f E: The Contractor shall not commence work under this contract ~ntil he has obtained all the insurance required under the .Con~ract Documents, and such insurance has been approved by he Owner. The prime Contractor shall be C3-3 (4) responsible for delivering to the Owner the sub-contractor's certificate of insurance for approval. The prime contractor shall indicate of the certificate of insurance included in the documents for execution whether or not his insurance covers sub- contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insurance · on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The ontractor shall procure and shall maintain during the · fe of this contract Contractor's Comprehensive neral Liability Insurance (Public Liability and operty Damage Insurance) in an amount not less than 00,000 covering each occurrence on account of bodily jury, including death, and in an amount not less an $500,000 covering each occurrence on account of roperty damage with $2,000,000 umbrella policy LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. 2 • 3. 4. 5. 6 ,. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. Collapse of buildir;gs or structures adjacent to excavation (if excavations are to be performed adjacent to same). Damage to underground utilities for $500,000. Builder's risk (where above-ground structures are involved) . Contractual Liability (covers all indemnification requirements of Contract). C3-3 (5) ., - • d. e. g. INSURANCE BODILY INJURY AND PROPERTY The Contractor shall procure and maintain, the life of this Contract, Comprehensive bile Liability insurance in an amount not less 250,000 for injuries including accidental death one person and subject to the same limit for each person an amount not less than $500,000 on accou t of one accident, and automobile property damag insurance in an amount not less than $100,000. SCOPE I OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub- contr ctors, respectively, against damage claims which may rise from operations be by the insured or by anyon directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the ct. INSURANCE: The Contractor shall furni h the Owner with satisfactory proof of coverage by i surance required in these Contract Documents in and by carriers satisfactory to the Owner. e attached.) All insurance requirements made upon he Contractor shall apply to the sub-contractor, shoul the Prime Contractor's insurance not cover the ntractor's work operations. AGENT FOR INSURANCE AND BONDING: The insurance and onding companies with whom the Contractor's nee and performance, payment, maintenance and ch other bonds are written shall be represented by an agent or agents having an office located within the o i ty limits of the City of Fort Worth, Tarrant Count ~, Texas. Each such agent ~hall be a dtily quali~ied agent,. one upon whom service of process may be h d, and must have authority ahd power to act on behal of the insurance and/or bonding company to negot · ate and settle with the City of Fort Worth, or C3-3 ·(6) any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who h as been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such author i ty must be vested in a local agent or claims officer residing in the Metroplex (the Fort Worth-Dal l as area.) The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. Under the Contract, t he shall pay for all materials, labor and services when WEEKLY PAYROLL: A certified copy of each payroll payment of wages to all person engaged in work on t he the site of the project shall be furnished to t he resentative within seven (7) days after the close of 1 period. A copy or copies of the applicable minimum as set forth in the Contract Documents shall be kept conspicuous place at the site of the project at all the course of the Contract. Copies of the wage be furnished the Contractor, by the Owner; however, ti protection of the wage rates shall be t he 'ty of the Contractor. CONTRACT ADMINISTRATION: Any Contractor, a person, persons, partnership, company, firm t~on, corporation or other who is approved to do business and enters into a contract with the City for construction and/ or sanitary sewer facilities, will have or shall a . fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be mad~ responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other matter ~ssociated such as maintaining adequate a nd appropriate _ insurance or security coverage for the project. C3-3 (7) Such local aut Contract shall executed as par ori ty for administration of the work under the be maintained until all business transactions of the Contract are complete. Should the ractor' s principal base of operations be other than in the Fo t Worth-Dallas metropolitan area, notification of the Contractor' assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, appropriately signed and sealed, as applicable, by the Contractor's r e sponsible officers with the understanding that this written a ~signment of authority to a local representative shall become art of the project Contract as though bound directly into the project documents. The intent of these requirements that all matters associated with the inistration, whether oriented in furthering the or other, are governed directly by local authority. This .xequireme t is imposed on insurance and surety coverage. the Con ractor's local representative fail to perform to s£acti n of the Engineer, the Engineer, at his sole demand that such local representative be Engineer may, at his sole discretion, stop all ne local authority satisfactory to the Engineer is credit of working time will be for periods in ages are in effect fort his reason. Venue of any action herein shall be exclusively C3-3 (8) SECTION C4-4 SCOPE OF WORK PART C-GENERAL CONDITIONS C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra of special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. Contractor shall, unless otherwise specifically stated in , Contract Documents, furnish all labor, tools, materials, ry, equipment, special services, and incidentals to the prosecution and completion of the project. · IAL PROVISIONS: Should any work or conditions which roughly and satisfactorily stipulated or covered by Special Conditions of these Contract Documents be or should there be any additional proposed work covered by these Contract Documents, then "special covering all such work will be prepared by the Owner the time of receiving bids or proposal for such work ed to the bidder in the form of Addenda. All such Provisions" shall be considered to be a part of the just as though they were originally written INCREASED OR DECREASED QUANTITIES: The Owner reserves th~ right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and if found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above . or below the 2 5 percent of the original quantity stated in the proposal; such revised consideration to be C4-4 (I) determined by "Extra Work." anticipated waiving or in Contract Docum pecial agreement or as hereinafter provided for No allowance will be made for any changes in fits nor shall such changes be considered as alidating any conditions or provisions of the Variations quantities of sanitary sewer pipes in depth categories, 11 be interpreted herein as applying to the overall quanti ies or sanitary sewer pipe in each pipe size, but not to the var ~ous depth categories. C4-4. 4 ALTERAT:ioN OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and i n the character or quantities of the work as may be necessary desirable to insure completion in the most tisfactory provided such changes do not materially the Contract or change the general Such changes shall not be any condition or provision Documents. RK: Additional work made necessary by changes --+:---of the Contract Documents or of quantities or for which no prices are provided in the shall be defined as "Extra Work" and shall Contractor in accordance with these Contract proved additions thereto; provided, however, that ex ra work is begun a "Change Order" shall be r wr'tten order issued by the Owner to do the work for edits as shall be determined by one or more he following methods: ice previously approved. c. The actua reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates, (3) materials entering permanently into the project, k nd (4) actual cost of insurance, bonds, and social sec urity as determined by the Owner, plus a fixed fee to be l agreed upon but not to exceed 10% of the actual cost of s u ch extra work. The fixed fee is not to include any aqdit i onal profit to the Contractor for rental of equipment owned by him and used for the extra work. The C4-4 (2) d. fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in ( 1) , ( 2) , ( 3) , and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor t o involve Extra Work for which he should receive compensation, sh~ll make written request to the engineer for written orders izing such Extra Work, prior to beginning such work. difference arise as to what does or does not constitute or as to the payment thereof, and the Engineer nits performance, the Contractor shall proceed with ter making written request for written orders and an accurate account of the actual reasonable cost provided under method (Item C). Claims for extra t be paid uniess the Contractor shall file his claim ner within five ( 5) days before the time for making stimate after such work is done and unless the claim ed by satisfactory vouchers and certified payrolls 11 labor and materials expended upon the said Ex t ra ntractor shall furnish the Owner such installation records all deviations from the original Contract Documents as may be n ecessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "extra work" whether or n ot 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. C4-4 (3) C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," by a straight line method the date of commencing and finishing each of the major elements of the contract. Thee shall be also shown the estimated monthly cost of work for wh'ch estimates are to be expected. There shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally f nd the percentage of completion plotted vertically. T e progress charts shall be prepared on 8 ~ " X 11" sheets and at least five black of blue line prints shall be furnished to th l Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Ten (l@) days prior to submission of first monthly ss paymen, the Contractor shall prepare and submit to the app oval six copies of the schedule in which the r prop ses to carry on the work, the date of which he the several major activities ( including procurement and equipment) and the contemplated dates he same. The schedule shall be in the form of a ritical Path Method (CPM) network diagram. As ogr sses, the Contractor shall enter on the diagram rog ess at the end of each partial payment period or erv ls as directed by the Engineer. The Contractor se the schedule to reflect any adjustments in ime pproved by the Engineer. Three copies of the chedu e shall be delivered at such intervals as by the Owner. minimum, the construction schedule shall incorporate all elements and activities indicated in the proposal and in technical specifications. Prior to the final drafting of the detailed construction schedule, the ontractor shall review the draft schedule with the Engineer t ensure the Contractor's understanding of the contract requir ments. The following guidelines shall be adhered to in preparing_ the construction schedule: a. Miles one dates and final project completion dates snall be developed to conform to time constraints, seque cing requirements and completion time. C4-4 (4) b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, deli very and submittal activities are exceptions to this guideline. c. Durations shall be holidays and weather the contract shall in calendar days conditions over the be accounted for duration of each activity. and normal duration of within the d. One ,critical path shall be shown on the construction schedule. e. Float tim~ is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of the Contractor or the Owner. ,hirty days shall be used for submittal review unless herwise specified. tion schedule shall, as a minimum, be divided into . gories as indicated in the Proposal and Technical and each general category shall be broken down 'ties in enough detail to achieve activities of ly fourteen(14) days' duration. general category, the construction schedule shall all trades or subcontracts whose work is represented by that follow the guidelines of this Section. For each of the trades or subcontracts, the construct i on schedule shall indicate the following procurements, construct i on and pre-acceptance activities and events in their logical sequence for equipment and material~. 1. Preparation and transmittal of submittals. 2. Submittal review periods. 3. Shop fabrication and delivery. 4. Erection or installation. C4-4 (5) 5. Transmitta of manufacturer's operation and maintenance instructio s . 6. Installed quipment and materials testing. 7. rator instruction (if applicable). 8. ction. 9. Operationa testing. 10 . Final inspe ction . in the opi n ion of the Owner , work accomplished f a l l s behind scheduled, the Contractor shall take such action a s ary to i prove his progress . In addition, the Owner may the Contractor to submit a revised schedule is program and proposed plan to make up lag in and to insure completion of the work within If the Owner finds the proposed plan not may require the Contractor to increase the work truction plant and equipment, the number of work e vertime operations without addit i onal cost to the th Contractor to comply with these requirements onsi ered grounds for determination by the Owner that actor is failing to prosecute the work with such as will insure its completion within the time C4 -4 (6) PART C-GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS SECTION CS-5 CONTROL OF WORK AND MATERIALS C5-5. 1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract um~nts, supervision of the work, resumption of operations, 11 other questions or disputes which may arise. Engineer ot be responsible for Contractor's means, methods, s, sequences of procedures of construction, or t he ~aution and programs incident thereto, and he will not · ble for Contractor's failure to perform the work in ith the Contract Documents. ermine the amount and quality of the work completed s furnished, and his decisions and estimates shall His estimates in such event shall be a condition to f the Contractor to receive money due him under the The Owner shall have executive authority to enforce effective such necessary decisions and orders as the to carry out promptly. any dispute between the Engineer and Contractor r decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5 (1) -, CS-5.3 OF CONTRACT DOCUMENTS: The Contract Documents made up of several sections, which, taken together, are intended to describe and provide for a complete and useful pro ect, and any requirements appearing in one of the sections is a binding as though it occurred in all sections. In case of di crepancies, figured dimension shall govern over scaled plans shall govern over specifications, special condi shall govern over general conditions and standard speci f ications, and quantities shown on the plans shall govern over th se shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the Contract Docum ~nts, and the Owner shall be permitted to make such correctio s or interpretations as may be deemed necessary the fulfilment of the intent of the Contract Documents. In th Contractor discovers an apparent error or h shall immediately call this condition to the Engineer. In the event of a conflict in the other portions of the Contract to the award of to have quoted the most OF CONTRACTOR: The Contractor will be sets of the Contract Documents and shall on the site of the project at all times one set shall give to the work the constant attention cilitate the progress thereof and shall cooperate er, his inspector, and other Contractors in every Contractor shall at all times have competent personnel available to he project site for proper performance of the work. The Con ractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant J hall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor sh 11 designate in writing to the project superintendent, to act as the contractor's agent on the work. Such assistant project superintendent shall be a resident of C5-5 (2) Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the travelling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor Engineer and workmanship and shall provide all facilities to enable his inspector to examine and inspect materials entering into the work. the the C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency ·sts related to any part of the work, the Contractor, or the -actor through his designated representative, shall respond patch to a verbal request made by the Owner or Engineer · ate the emergency condition. Such a response shall or night, whether the project is scheduled on a y or on a working-day basis. Contractor fail to respond to a request from the rectify any discrepancies, omissions, or corrections o conform with the requirements of the project ·.ns or plans, the Engineer shall give the Contractor ice that such work or changes are to be performed. n notice shall direct attention to the discrepant and request the contractor to take remedial action to he condition. In the event the Contractor does not sitive .steps to fulfill this written request, or does not just cause for not taking the proper action, within · 24 rs, the City may take such remedial action with City forces ~r ,by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 2 5%, from any funds due the Contractor on the project. C5-5. 6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor . area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5. 7 CON$TRUCTION STAKES: The City, through will furnish the Contractor with all lines, C5-5 (3) its Engineer, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades nd measurements will be established by means of stakes or oth r customary method of marking a may be found consistent with good practice. These stakes o markings shall be set sufficiently in advance of construction perations to avoid delay. Such stakes or markings, as may be established for the Contractor's use or guidance, shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by · the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the tractor, an the full amount will be deducted from payment e Contrac or. DUTIES OF CITY INSPECTORS: City Inspectors thor ~zed to inspect all work done and to be done and ls furnished. Such inspection may extend to all or U ~e work, and the preparation or manufacturing of s t o be used or equipment to be installed. A City y 9e _stationed on the work to report to the Engineer of the work and the manner in which it is being any 11 evidence that the materials being furnished or ing performed by the Contractor fails to fulfill the ~n s of the Contract Documents, and to call the of ~he Contractor to any such failure or other ents. Such inspection or lack of inspection will not the Co I tractor from any obligation to perform the work cordance with the requirements of the Contract Documents. case of anyi dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of per orming the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to, and be decided by, the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirement of the Contract Documents. He will in no case act as superint ndent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. will not accept from the Contractor any compensation in any form for performing any duties. The C5-5 (4) Contractor shall regard and obey the directions and instruct i on of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provide d, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C5-5 .9 INSPECTION: The Contractor shall furnish t he Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with t he requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as be directed. After examination, the Contractor shall said portions of the work to the standard required by Documents. work exposed or examined prove acceptable, the i JlJ or removing and replacing of the covering or making t e parts removed shall be paid for as extra work, but ork so exposed or examined prove to be unacceptable, ing or removing and the replacing of all adjacent damaged parts shall be at the Contractor's expense. all be done or materials used without suitable or inspection. AND UNAUTHORIZED WORK: All work, or equipment which has been rejected shall be or removed and replaced in an acceptable manner by the tor at his own expense. Work done beyond the lines and given or as shown on the plans, except as herein ecifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the ,Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. C5-5 (5) CS-5.11 MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to urnish or use a substitute that is equal to any material or e uipment specified, and if contractor wishes to furnish or a proposed substitute, he shall, prior to the pre-constructio conference, make written application to Engineer for a proval of such substitute certifying in writing that the pro osed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that specified; and identifyin all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute sha l be ordered or installed without the written roval of En~1ineer who will be the judge of the equality and equire C ntractor to furnish such other data about the d subst · tute as he considers pertinent. No substitute or installed without such performance guarantee may require which shall be furnished at Contractor shall indemnify and hold engineer and anyone directly or indirectly er of them from and against the claims, damages, nses ( including attorneys fees) arising out of ituted materials or equipment. AND TESTS OR MATERIALS: Where, in the opinion inee , or as called for in the Contract Documents, ater als or equipment are necessary, such tests will at the expense of and paid for direct to the testing y the ner unless otherwise specifically provided. The of the Owner to make any tests of materials shall in no Contractor of his responsibility of furnishing materials and quipment fully conforming to the requirements of the Contract Do uments. Tests and sampling of materials, unless otherwise speci ied, will be made in accordance with the latest methods prescri ed by the American Society for Testing Materials or specific re uirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific wri tteln permission of the Engineer, use the materials represented by the samples until tests have been made and the materials appr p ved for use. The Contractor will furnish adequate sample $ without charge to the Owner. In case of coq crete, the aggregates, design minimum, and the C5-5 (6) mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of the new materials. C5-5 .13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored to insure t he preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on t he ground, and shall be placed under cover when directed. Stored erials shall be placed and located so as to facilitate prompt STRUCTURES AND UTILITIES: The location and shown on the Plans relative to existing utilities are he best information available. Omission from or the f utility locations on the Plans is not to be s the nonexistence of, or a definite location of, erground utilities. The location of many gas mai n s, conduits, sewer lines and service lines for all etc., is unknown to the Owner, and the Owner assumes ility for failure to show any or all such structures •ies on the Plans or to show them in their exact It is mutually agreed that such failure will not be sufficient basis for claims for additional -tion for Extra Work or for increasing the pay quantities y manner whatsoever, unless an obstruction encountered is as to necessitate . changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include CS-5 (7) notification of all utility companies at least forty-eight (48) hours in ad ance of construction including exploratory excavation if n cessary. All verification of existing utilities and their adjus shall be considered as subsidiary work. CS-5.15 INTERRU OF SERVICE: a. Norma Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be requi t ed to: b. 1. otify the Water Department's Distribution ivision of location, time, and schedule of ervice interruption. otify each customer personally through esponsible personnel of time and schedule of the nterruption of their service, or n the event that ustomer hall be oorknob. cannot be attached The omposition, and in personal notification of a made, a prepared tag form to the customer's entrance tag shall be durable in large bold type shall say: "NOTICE" ue to Utility Improvement in your neighborhood, our (water) (sewer) service will be interrupted n between the hours of and his inconvenience will be as short as possible. Emergency: interruption irnrned ate. Thank you, Contractor Address Phone In the event that an occurs, notice shall unforeseen service be as above, but C5-5 (8) C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustaine d, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5 .17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of t he ineer. If, within twenty-four (24) hours after writ t en is given to the Contractor that the clean-up on the j ob proceeding in a manner unsatisfactory to the Engineer, fails to correct the unsatisfactory procedu r e, take such direct action as the Engineer de e ms correct the clean-up deficiencies cited to t he in the written notice, and the costs of such dir e ct 25 % of such costs, shall be deducted from monies come due to the Contractor. of the project as a whole as covered by act Documents, and before final acceptance and final l be made, the Contractor shall clean and remove f r om of the project all surplus and discarded materia l s, structures, and debris of every kind. He shall le a ve e of all work in a neat and orderly condition equal to which originally existed. Surplus and waste materials from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a brigh t, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has b e en satisfactorily completed and final clean-up performed, the Engineer will notify the proper officials of the Owner and request tha_t the final inspection be made. Such inspection wi ll be made within 10 days after such notification. After s u ch C5-5 (9) final inspecti n, if the work and materials and equipment are found satisfac ory, the Contractor will be notified in writing of the accepta ce of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Co tractor between said date of notification of the Engineer and th date of final inspection of the work. C5-5 (10) PART C-GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6 .1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and Ci ty ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply wi th all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his eties shall indemnify and save harmless the City and all of fficers, agents, and employees against any and all claims ility arising from or based on the violation of any such nance, regulation, or order, whether it be by himself loyees. LICENSES: The Contractor shall procure all '*1------------1 ice n s es, pay all charges, costs and fees, and give necessary and incident to the due and lawful of the work. NTED DEVICES, MATERIALS AND PROCESSES: If the required or desires to use any design, device, or process covered by letter, patent, or copyright, he vide for such use by suitable legal agreement with the ·or owner of such patent, letter, or copyrighted design. mutually agreed and understood that without exception the prices shall include all royalties or costs arising from patents, trademarks, and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify, and save harmless, the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought fo~ the infringement of any patent claimed to be infringed upon by the design, type of construction or material C6-6 (1) or equipment Contractor by account of sue in the Contract Documents furnished the he Owner, and to hold the Contractor harmless on suits. C6-6.4 SANITAR PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness disposal of garbage and waste as will tend to prevent the i ception and spread of infectious or contagious diseases and t effectively prevent the creation of a nuisance about the wor on any pr.operty either public or private, and such regulations as are required by Law shall be put into immediate force and effect by . the Contractor. The necessary sanitary conve Aiences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly . -orced by th Contractor. All such facilities shall be kept lean and sanitary condition, free from objectionable odors t cause a nuisance. All sanitary laws and of the State of Texas and the City · shall be strictly SAFETY AND CONVENIENCE: Materials or equipment e work shall be so placed and used, and the work be so conducted, as to cause no greater or inconvenience to the public than is considered to ly .necessary by the Engineer. The Contractor is ma'ntain at all times all phases of his work in such t to impair the safety or convenience of the nclud'ng, but not limited to, safe and convenient nd eg ess to property contiguous to the work area. The or sha l l make adequate provisions to render reasonable and eg 1 ess for normal vehicular traffic, except during trench· ng or pipe installation operations, at all driveway cross·ngs. Such provisions may include bridging, placement of rushed stone or gravel or such other means of providing prop r ingress and egress for the property served by the driveway a the Engineer may approve as appropriate. Other means may inc ude the diversion of driveway traffic, with ·specific approval by the Engineer. If di version of traffic is approved by the Engineer, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic and shall, at his wn expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges fo such di version of traffic. Sidewalks must not be obstructed e cept by special permission of the Engineer. C6-6 (2) The materials excavated and the construction materials, such as pipe, used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all f i re hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves t he right to remedy any neglect on the part of the Contractor in reference to public convenience and safety which may come to its attention, after twenty-four (24) hours notice in writing to t he Contractor, save in cases of emergency when it shall have t he right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. e Contractor, after approval of the Engineer, shall notify the Department Headquarters, Traffic Engineer, and Pol i ce ent, when any street or alley is requested to be closed 'ucted or any fire hydrant is to be made inaccessib l e, ij so directed by the Engineer, shall keep any stre e t, highways in condition for unobstructed use by f i re The Contractor shall promptly notify the F i re Headquarters when all such obstructed streets, ydrants are again placed back in service. ontractor is required to construct temporary bridges er arrangements for crossing over ditches or streams, sibility for accidents in connection with such shall include the roadway approaches as well as the s of such crossings. ontractor shall at all times conduct his operation and the e of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6. 6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT- OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of- way as proyided for in the ordinances 6f the City, as shown in the Contract Documents, or as may be specifically authorized in C6-6 (3) writing by e Engineer. A reasonable amount of tools, materials, equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the constructi n operations. Excavated and waste materials shall be piled or stacked in such a way that does not interfere with the use f spaces that may be designated to be left free and unobstruc ed, or inconvenience occupants of adjacent property. If he street is occupied by railway tracks, the work shall be carri don in such manner as not to interfere with the operation of t r ains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the assistance for the completion of adjoining work. Any additional grounds desire by the Contractor for his use shall be provided by him at his o expense. CROSSINGS: When the work encroaches upon any ------t------,-----a n y railway, the City will secure the necessary he work. Where the railway tracks are to be C ntractor shall observe all the regulations and the railway company regarding the methods of work and take all precautions for safety of the public. Negotiations with the railway ermi ts shall be done by and through the City. shall give the City notice not less than five he time of his intention to begin work on that project which is related to the railway The Contractor will not be given extra or pensation for such railway crossings unless forth in the Contract Documents. WARNINGS AND WATCHMEN: Where the work is ried on in r adjacent to any street, alley, or public place, t he-Contractor at his own expense, furnish, erect, and maintain such barricades, fences, lights and danger signals, and shall provide such watchmen, and shall take all such other precautionary m asures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easi l y visible burning light at each barricade. A sufficient numb[! r of barricades shall be erected and maintained to keep pedest ians away, and vehicles from being driven on or into, any wor under construction or being maintained. The Contractor .sha l furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent acc i dent or damage. C6-6 (4) All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways", issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d, Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign, which has been erected by the City. If it is determined that a sign must ,be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs Markings Division (phone number 870-8075), to remove the In the case of regulatory signs, the Contractor must the permanent sign with a temporary sign meeting the ents of the above referenced manual, and such temporary t be installed prior to the removal of the permanent -,the temporary sign is not installed correctly or if it --·"_.."""'--eet the required specifications, the permanent sign _ ft in place until the temporary sign requirements are onstruction work is completed to the extent that the ign can be reinstalled, the Contractor shall again Signs and Markings Division to reinstall the gn and shall leave his temporary sign in place until allation is completed. actor will be held responsible for all damage to the he public due to failure of barricades, signs, fenc e s, or watchmen to protect them. Whenever evidence is found damage to the work, the Engineer may order the damaged immediately removed and replaced by the Contractor at Contractor's own expense. The Contractor's responsibil i ty for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the pub l ic C6-6 (5) during the subsidiary prices are period, as this several items for sted in the Proposal. work is considered to be which unit or lump sum C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor ele t to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times not to endanger life or property. The Contractor shall notify he proper representative of any public service corporation, an company, individual, or utility, and the Owner, not less than wenty-four (24) hours in advance of the use of any activity w ich might damage or endanger property along or adjacent to the work. of explosives is to be permitted on the project as in he Special Contract Documents, or the use of is equested, the Contractor shall submit notice to in writing twenty-four (24) hours prior to shall furnish evidence that he has insurance tect against any damages and/or injuries arising use of explosives. ar sing out of the use of explosives shall be ad a written report made by the Contractor's th Engineer within ten (10) days after receipt of of the claim to the Contractor from either the cl The city shall proceed to give notice to tor f any such claim. The use of explosives may be · by the Engineer if any complaint is received and such not e resumed until the cause of the complaint has enever explos ves are stored or kept, they shall be stored in a safe and secu e manner and all storage places shall be plainly marked "DANGERo p s EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall 'be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6 .10 WORK W THIN EASEMENTS: Where the work passes over, through, or ·into private property, the Owner will provide such right-of-way o t easement privileges as the City may deem necessary for he prosecution of the work. Any additional rights-of-wc;l.y t>r work area considered necessary by the Contractor shalll. be provided by him at his own expense. Such C6-6 (6) additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing of the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor, and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions, which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to all trees, shrubbery, plants, fences, culverts, curbing and all other types of or improvements, and to all water, sewer and gas all conduits, overhead pole lines, or appurtenances including the construction of temporary fences, and to public or private property along adjacent to the work. owners lands hours in advance beginning work. l be applicable to both public and private utility any corporation, company, individual, or other, or occupants whose land or interest in land ·• affected by the work. The Contractor shall be for all damage or injury to property of any resulting from any act, omission, neglect, or nduct in the manner or method or execution of the work, or any time due to defective work, material or equipment. When and where any direct or indirect damage or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Enginee,r. C6-6 (7) All fences en untered and removed . during construction of this project shall be restored to the original or a better than original condi ion upon completion of this project. When wire fencing, eithe wire mesh or barbed wire is to be crossed, the Contractor sh 11 set cross braced posts on either side of permanent ease ent before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts t point of the proposed cut in addition to the cross braced p sts provided at the permanent easements limits, before the fen e is cut. Temporary fenc'ng shall be erected in place of the fencing removed whenev r the work is not in progress and when the site vacated ove night, and/or at all t i mes to prevent livestock the construction area. The cost for fence closures and replacement shall be subsidiary items bid in the project proposal. Therefore, no t shall be allowed for any s e rvice associated ure on the part of the Contractor to restore such e good suc h damage or injury, the Owner may, upon notice under ordinary circumstances, and without a uisance o r hazardous c o ndition results, proceed ilt or otherwise restore such property as may be he Owner to be necessary, and the cost thereby d from any monies due or to become due to the this Contract. ENT CONTRACTOR: It is understood and agreed by _arties that contractor shall perform all work and vices hereu der as an independent contractor, and not as an of:fiicer, agent, servant or employee of the Owner. Contractor shall have exd lusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, emp]oyees, contractors, subcontractors, licensees invitees. The I doctrine of respondent superior shall not apply as between Otmer and Contractor, its officers, agents, employees, cont ractors and subcontractors, and nothing herein shall be constr~ed as creating a partnership or joint enterprise between Owner a n d Contractor. C6-6 (8) C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agen t s, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and .. a ees to indemnify and hold harmless the Owner from and agai n st nd all injuries to Owner's officers, servants and employees damage, loss or destruction to property of the Owner .~om the performance of any of the terms and conditions whether or not any such injury or damage is or in b the ne li or alle ed Owner receives a written claim for damages against t or or its subcontractors prior to final payment, nt shall not be made until Contractor either (a) Owner satisfactory evidence that the claim has been tl/or a release from the claimant involved, or (b) with a letter from Contractor's liability carrier that the claim has been referred to the carrier. e Director may', if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. C6-6 .13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have be~n sustained, . the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged C6-6 (9) damage and, u on request, shall give the Engineer access to all books of acco nt, receipts, vouchers, bills of lading, and other books or pape s containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as herein required, the[ Contractor's claim for compensation shall be waived, and h shall not be entitled to payment on account of such damages. C6-6. 14 ADJUS MENT OR RELOCATION OF PUBLIC UTILITIES, ETC: In case it is ne essary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved r interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilit 'es to enter the geographical limits of the Contract for he purpose of making such changes or repairs to ·.eir property that may be necessary by the performance of this RY SEWER AND DRAIN CONNECTIONS: When existing ve to be taken up or removed, the Contractor expense and cost, provide and maintain and connections for all private or public se ers. The Contractor shall also take care of all dr inage, which will oe received from these drains for this purpose he shall provide and maintain, st and expense, adequate pumping facilities and diversions. at his own cost and expense, shall construct pipes, or other structures necessary, and be times to dispose of drainage and sewage received these t mporary connections until such times as the manent con~ections are built and are in service. The existing sewer s and connections shall be kept in service and maintained und fr the Contract, except when specified or ordered to be abandone by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is er ated and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements wi th the Fort Worth City Water Department for so doing. C6-6 (10) City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. Al l piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrants and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be on estimates and rates established by the Director of the Worth Water Department. PORTION OF THE WORK: Whenever, in any section or portion of the wo rk · ,ructure is in suitable condition, it may be put into e written order of the Engineer, and such usage shall 'to be in any way an acceptance of said work or r any part thereof or as a waiver of any of the f these Contract Documents. All necessary repairs of any section of the work so put into use, due to aterials or workmanship, equipment, or to deficient n the part of the Contractor, shall be preformed by tor at his own expense. ONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written by the Owner as provided for in these Contract nts, the work shall be under the charge and care of the tractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution of non-execution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the causes herein. C6-6 .19 NO WAIVER OF LEGAL RIGHTS: Inspection by the engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. C6-6 (11) The Owner res discovered in the same to me rves the right to correct any error that may be ny estimate that may have been paid and to adjust t the requirements of the Contract Documents. C6-6.20 PERSON L LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of aut ority granted thereunder, there shall be no liability upo the authorized representatives of the Owner, either person 1 lly or otherwise as they are agents and representatives of the City. C6-6.21 STATE On a contract awarded by the City of organization which qualifies for exemption provisions of Article 20. 04 (H) of the Texas Sales, Excise, and Use Tax Act, the Contractor-may Fort Worth, to or lease all materials, supplies and equipment consum din the performance of this contract by issuing uppli r an exemption certificate in lieu of the tax, tion certificate to comply with State Comptroller's .,,. 4r d~7. Any such exemption certificate issued by the lieu of the tax shall · be subject to and shall th provisions of State Comptroller's Ruling . 011, r pplicable State Comptroller rulings pertaining to .mi t d Sales, Excise, and Use Tax Act. warded by a developer for the construction of a improvement in a street right-of-way or other has been dedicated to the public and th.e City of organization which qualifies for exemption provisions of Article 20. 04 (H) of the Texas Sales, Excise, and Use Tax Act, the Contractor can pted in the same manner stated above. Limited Sale, and Use Tax permits ahd information can be obtained from: Compt oller of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 (12) PART C-GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS C7-7 .1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendence, work of a value of not less than fifty ( 50%) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only the capacity of employees or workmen of the Contractor and be subject to the same requirements regarding character petency. The Owner will not recognize any subcontractor rk. The Contractor shall at all times, when the work be represented either in person or by a other designated representative. CONTRACT: The Contractor shall not assign, :.__...:..-=.::...:..c:.__..:.._ _ _;__:c...:..__:....::....::...::....:..-=- b let, convey, or otherwise dispose of the contract s, title, or interest in or to the same or any part out the previous consent of the Owner expressed by JI .of the City Council and concurred in by the Sureties. ntractor does, without such previous consent, assign, sublet, convey, or otherwise dispose of the contract r~ght, title, or interest therein or any part thereof, to or persons, partnership, company, firm or rporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any snate, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a C7-7 (1) brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled tim. There shall also be submitted a table of estimated amo nts to be earned by the Contractor during each monthly estima e period. The Contracto shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence all times deviation for equested of all construction operations shall be s specified in the Special Contract Documents. from such sequencing shall be submitted to the is approval. Contractor shall not proceed with until he has received written approval from the specification or approval by the Engineer shall Contractor from the full responsibility of the ·rfo mance of the Contract. t · me may be changed only as set forth in Section Time of Completion" of this Agreement, and shall not constitute a change in the ONS OF OPERATIONS: The working operations shall es b conducted by the Contractor to create a minimum inco venience to the public. At any time when, in the of t e Engineer, the Contractor has obstructed or way gre work, the section on whi rrying on operations in a portion of a street or ter than is necessary for the proper execution of ngineer may require the Contractor to finish the h operations are in progress before the work is commenced on an additional section or street. C7-7.5 CHARACTE OR WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents , foremen, and workmen who are careful, competent, .and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the C7-7 (2) summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. furnish and maintain on the work all such as is considered to be necessary for prosecution of in an acceptable manner and at a satisfactory rate of pro es: 1 , All equipment, tools , and machinery used for handling mater "I s and executing any part of the work shall be subject to ~1111111:= ~~ al of the Engineer and shall be maintained in a safe and efficient working condition. Equipment ion of the work shall be such that no injury to the nor adjacent property will result from its use. SCHEDULE: Elapsed working days shall be computed th the first day of work completed as defined in Cl- or the date stipulated in the "WORK ORDER" whichever comes first. in these Contract Documents shall be construed as i ting the Contractor from working on Saturday, Sunday or Holidays, providing that the following requirements are a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than ~he Thursday preceding. b. Any work to be . done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to completion of the project. The Engine~r' s decision shall be final in response request for approval to work on a specific Saturday, C7-7 (3) the timely to such a Sunday or Legal Holiday, Contractor for Sunday or Lega and no extra compensation shall be allowed to the any work performed on such a specific Saturday, Holiday. Calendar Days hall be defined in Cl-1.24 and the Contractor may work as he so C7-7.7 TIME COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contra c t Documents and set forth in the Work Order. Failure to do 1 o shall be considered by the Owner as abandonment of the Contrac by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will ure that th!e whole work will be performed and the premises ed up in ccordance with the Contract Documents and within established and such extension of the Owner. OF TIME COMPLETION: The Contractor's request of time of completion shall be considered only for such extension is submitted in writing to thin seven days from and after the time alleged shall have occurred. Should an extension of the be requested such request will be forwarded for approval. contract time for completion of work, be given to unforeseeable causes beyond the without the fault or negligence of the luding but limited to acts of the public enemy, er, fire, flood, tornadoes, epidemics, quarantine restrictions, trikes, freight embargoes, or delays of sub-' contractors due to such causes. When the date f completion is based on a calendar day bid, a request for ex ension of time because of inclement weather will not be consideired. A request for extension of time due to inability to obtain supplies and materials will be considered only when a re iew of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the contractor has made a bona fide attempt to secure deli very on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make del i very . C7 -7 (4) If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: 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. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the ncil shall be final and binding. If delay is caused by 'fie orders given by the Engineers to stop work, or by the ' of work, or by the failure of the City to or necessary instructions for carrying on the n such delay will entitle the Contractor to an extension of time, his application for which shall, subject to the approval of the City Council; and no of time shall release the Contractor or the performance bond from all his obligations . ich shall remain in full force until the discharge OF COMPLETION: The time of completion is an element of the contract. Each bidder shall indicate ppropriate place on the ·1ast page of the Proposal the of working days or calendar days that he will require to complete this contract or the time of completion will be , cified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each after the increased increased contract calendar day that any work shall remain uncompleted time $pecified in the Contract Documents, or the time granted by the Owner, or as automatically by additional work or materials ordered after the is signed, the sum per day given in the following C7-7(5) schedule, unl otherwise specified in other parts of the will be deducted from monies due the penalty, but as liquidated damages suffered Contract Contractor, no by the Owner. AMOUNT OF CONT CT DAMAGES LIQUIDATED $5,001 5,001 25 ,001 50,001 100,001 500,001 ·oo, 001 001 Less than to to to to to to to and over $5,000 15,000 25,000 50,000 100,000 500,000 1,000,000 2,000,000 $35.00 45.00 63.00 105.00 154.00 210.00 315 .00 420.00 630.00 I hereto understand and agree that any harm to the b the Contractor's delay in completing the work .n t ij e time specified by the Contract Documents would e 9 r very difficult to accurately estimate, and that of !Liquidated Damages Per Day", as set out above, is f o recast of just compensation due the City for harm yd lay. ON BY COURT ORDER: The Contractor shall suspend on uch part or parts of the work ordered by any wil~ not be entitled to additional compensation by -such Court Order. Neither will he be liable to the the e ent the work is suspended by a Court Order. er will t e Owner be liable to the Contractor by virtue of Court Orde or action for which the Owner is not solely r es-ponsible. C7-7.12 Y SUSPENSION: The Owner shall have the right to suspend the wor operation wholly or in part for such period or periods of ti as he may deem necessary due to unsuitable weather condit i ns or any other unfavorable conditions which in the opinion of I the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project· 1 During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for s t and-by time of construction equipment and/or construction er ws. . C7-7 (6) If it should become necessary to suspend work for an indefini t e period, the Contractor shall store all materials in such manner that the y will not o bstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the wo r k performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. 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 as set forth in Paragraph C7-7. 8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that solution to allow construction to proceed is not within a reasonable period of time, then the may be reimbursed for the cost of moving his ,., ~nt off the job and returning the necessary equipment to hen it is determined by the Engineer that construction sumed. Such reimbursement shall be based on actual of moving the equipment and no profit ---·~=_,..,,-ment shall be allowed i f the equipment is moved to tructi o n project for the City of Fort Wo rth. shall not suspend work without written notice ngineer and shall proceed with the work operations M · hen -notified by the Engineer t o so resume operations . ))_,,, ~ TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: because of National Emergency so declared by the sident of the United States, or other lawful authority, it becomes impossible for the Contractor to obtain all of t he necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall, within seven days, notify the City in writing giving a detailed statement of the efforts which have been made and listing all necessary i terns of labor, materials, and equipment not obtainable. If, after investigation, the Owner finds that such conditions exist and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the C7-7 (7) Owner to term nate the contract and the Owner may comply with the request, nd the termination shall be conditioned and based upon a final ettlement mutually acceptable to both the Owner and the Contra tor and final payment shall be made in accordance with the term of the agreed settlement, which shall include, but not be li ited to, the payment for all work executed but no anticipated pr on work which has not been performed. C7-7.14 SUSPEN ION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grou nds for suspension or cancellation: f. g. Fail re of the Contractor to commence work operations with 'n the time specified in the Work Order issued by the wner. ubs antial evidence that er9 tions by Contractor is e work within the specified progress of insufficient time. the work to complete of the Contractor to provide and maintain and equipment to properly execute the g operat i ons. ntial evidence that the Contractor has abandoned rk. ntial evidence that the Contractor has become ent or bankrupt, or otherwise financially unable ry on the work satisfactorily. e on the part of the Contractor to observe any requi ements of the Contract Documents or to comply with any orders given by the Engineer or Owner ed for in these Contract Documents. Failur e of the Contractor to promptly make good any defec in materials or workmanship, or any defects of any nature the correction of which has been directed in wr i ting by the Engineer or the Owner. C7-7 (8) h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A 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. j. If the Contractor fail to carry on acceptable manner. shall, the for any working cause whatsoever, operation in an If the Contractor commences legal action against the Owner. the order or action of the City Council on Contractor's Sureties. When work is cause or causes, or when the contract is Contractor shall discontinue the work or such as the Owner shall designate, whereupon the at their option, ass.ume the contract or that the Owner has ordered the Contractor to and may perform the same or may, with the written Owner, sublet the work or that portion of the over, provided however, that the Sureties shall option, if at all, within two weeks after t he to discontinue the work has been served upon Owner, sublet the work or that portion of t he taken over, provided however, that the Sureties shall e.rcise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Con~ractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the specified time, exercise their right. and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the C7-7 (9) Contractor to discontinue, then the Owner shall have the power to complete, y contract or otherwise, as it may determine, the work herein escribed or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the righ to take possession of and use any materials, plants, equipment, supplies, and property of any kind provided by t e Contractor for the purpose of carrying on the work and to pr cure other tools, equipment, materials, labor and property for he completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such mon · es as may be due or may become due at any time thereafter to he Contractor under and by virtue of the Contract or any part th reof. The Owner shall not be required to obtain lowest bi for the work completing the contract, but the educted shall be the actual cost of the owner of xpenses shall exceed the amount which would have e u der the contract if the same had been completed then the Contractor and his Sureties shall such excess to the City on notice from the e c ess due. When any particular part of the work don by the Owner by contract or otherwise under of this section, the Contractor shall continue f the work in conformity with the terms of the and in a manner that does not hinder or erformance of the work by the Owner. OF CONTRACT: The Contract will be !F'----'----+----,---------...::..C:..::....:...-'..- as aving been fulfilled, save as provided in any , d or bonds r by law, when all the work and all sections or p arts of the p oject covered by the Contract Documents have been finished and ompleted, the final inspection made by the Engineer, and t e final acceptance and final payment made by the Owner. C7-7 .16 TERMINA T ION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole or from time to time in part, in accordance with his section, whenever the Owner shall determine that uch termination is in the best interest of the Owner. Any such termination shall be affected by C7-HI0) B. mailing a notice of 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 Mail by the Owner. 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 Owner regarding such discretionary action. CONTRACTOR ACTION: After receipt termination, and except as otherwise Engineer, the Contractor shall: of a notice of directed by the 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 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; Terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the not5ice of termination; Transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: a. b. parts, supplies work and the fabricated or urifabricated in process, completed work, other material produced as acquired in connection with a part of, or the performance the notice of of, the work terminated by termination; and the completed, or partially drawings, information and which, if the contract had would have been required to the Owner. completed plans, other property been completed, be furnished to 5. Complete performance of such part of the work as shall not have been terminated by the notice of termination; and C7-7 (11) C. E. 6. Take such action as may be necessary, or as Engineer may direct, for the protection preservation of the property related to contract which is in the possession of contractor and in which the Owner has or acquire the rest. the and its the may TERM NATION CLAIM: Within 60 days after notice of term nation, the Contractor shall submit his termi nation claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing with i n such 60-day period or authorized extension therJ of, any and all such claims shall be conclusively deem d waived. Subject to the provisions of Item C7-7 .16 Contractor and Owner may agree upon the whole or a y part of the amount or amounts to be paid to the by reason of the total or partial of work pursuant hereto; provided, that amount or amounts shall never exceed the ta contract price as reduced by the amount of ym nts otherwise made and as further reduced by the nt act price of work not terminated. The contract al be amended accordingly, and the Contractor shall id the agreed amount. No amount shall be due for or anticipated profits. Nothing in C7-7.16(E} hereafter, prescribing the amount to be pa.id to the ontractor in the event of failure of the Contr ctor by reason of the termination of work pursu nt to this section, shall be deemed to limit, res tr· ct or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contr 1 ctor pursuant to this paragraph. I FAILU f E TO AGREE: In the event of the failure of the Contre ctor and the Owner to agree as provided in C7- 7 .16 (D} upon the whole amount to be paid to the Contr ctor by reason of the termination of work nt to this section the Owner shall determine, on sis of information available to it, the amount, if a y, due to the Contractor by reason of the t~rmination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. C7-7 (12) F. G. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and ( c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the (the portion not terminated by the notice of ermination), such equitable adjustment as may be reed upon shall be made in such price or prices; thing contained herein, however, shall limit the ght of the Owner and the contractor to agree upon e amount or amounts to be paid to the Contractor for e completion of the continued portion of the ntract when said contract does not contain an stablished con~ract price for such continued portion. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7 .14 hereof entitled "Suspension or Abandonment of the Work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by Contractor. C7-7 .17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall ~omply with federal, state, and local laws, ordinances,. and regulations to protect person and property from injury, including death, or damage in connection with the work. C7-7 (13) r PART C-GENERAL CONDITIONS CS-8 MEASUREMENT AND PAYMENT SECTION CS-8 MEASUREMENT AND PAYMENT SECTION CB-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. PRICES: When in the Proposal a "Unit Price" is set ~.,._.. ______ _ the said "Unit Price" shall include the furnishing by the r of k 11 labor, tools, materials, machinery, equipment, and appurtenances necessary for the construction of .--i,,.;&:l~'.~mple ion in a manner acceptable to · the Engineer of all one under these Contract Documents. Prilc e " shall include all permanent and temporary of ove r head, surface, and underground structures, ni hed overhead expense, bond, insurance, patent tie , risk due to the elements and other causes, ofit, injuries, damages claims, taxes, and all o t her spec· fically mentioned that may be required to fully each i tern of the work complete in place and in a tory c ndition for operation. LUMP S When in the Proposal a "Lump Sum" is set forth, the sai p "Lump Sum" shall represent the total cost for the Contractof to furnish all labor, tools, materials, machinery, equ 'pment, appurtenances, and all subsidiary work necessary for he construction and completion of all the work to provide a com lete and functional item as detailed in the Special Contract Documents and/or Plans. CB-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the comP,ensation, as herein provided, in full payment for furnishing a11 \ labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Do.cumer ts, for all loss and damage arising out of the nature of the work or from the action of the elements, for any C8-8 (l) unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, ( except as provided in paragraph C5-5. 14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute acknowledgment of the acceptance of the work, materials, or ipment, nor in any way prejudice or affect the obligations of ~ontractor to repair, correct, renew, or replace at his own oper expense any defects or imperfections in the ion or in the strength or quality of the material used nt or machinery furnished in or about the construction under contract and its appurtenances, or any damage ibuted to such defects, which defects, imperfection, hall have been discovered on or before the final and · acceptance of work or during the one year iod after final acceptance. The Owner shall be the defects, imperfections, or damage, and the liable to the Owner for failure to correct provided herein. RTIAL ESTIMATES AND RETAINAGE: Between the 1st and 5~ Contractor shall submit to the Engineer a an estimate of the value of the work done previous month, or estimate period, under the Contract Documents. Not later than the 10th day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater, within twenty- five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials q.elivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time C8-8 (2) of the estima e have not been installed. Such payment will be allowed on a basis of 85% of the net invoice value thereof. The Contractor shall furnish the Engineer such information as he may request to a i d him as a guide in the verification or the preparation of partial estimates. It is underst od that the partial estimate from month to month will be appro imate onlyr and all partial monthly estimates and payment will e subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of t he Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release o f the Contractor of any of his responsibilities under the Cont r act Documents. the right to withhold the payment of any if th e contractor fails to perform the work with the specifications or provisions of PAYMENT: Payment on any estimate or ----------a y be held in abeyance if the performance of the operations is not in accordance with the the Contract Documents. CEPTANCE: Whenever the improvements provided for Documents have been completed and all ts o the Contract Documents have been fulfilled on of ti he Contractor, the Contractor shall notify the ,. in wt iting that the improvements are ready for the inspecti p n. The Engineer shall notify the appropriate icials of t h e Owner, who will within a reasonable time make ·s uch final ins b ection, and if the work is satisfactory, in an acceptable concl ition, and has been completed in accordance with the terms o the Contract Documents and all approved modifications hereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in CB-8.8 below. CS-8. 8 FINAL Plf\YMENT: Whenever all the improvements provided for by the Co h tract Documents and all approved modifications thereof shall ~ave been completed and all requirements of the Contract Docum ~nts have been fulfilled on the part of the Contractor,. a ~inal estimate showing the value of the work will be prepared b y the Engineer as soon as the necessary measurements, c mputations, and checks can be made. C8-8 (3) All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in City of Fort Worth has been paid, and that there are no spending for personal injury and/or property damages. tance by the Contractor of the last or final payment as shall operate as and shall release the Owner from all liabilities under the Contract for anything done or r relating to the work under Contract Documents or neglect of said City relating to or connected with the final payment by the Owner shall not relieve any guarantees or other requirements of the cuments which specifically continue thereafter. OF DESIGN: It is understood that the Owner has employed competent Engineers and designers to Contract Documents and all modifications of the · proved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the sciid requirements of the Contract Document s, approved modifications thereof, and all approved additions and alterations thereto. C8-8 (4) CS-8.10 GENER L GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occu pancy or use of the premises by the Owner shall constitute an cceptance of work not done in accordance with the Contract or relieve the Contractor of liability in respect to an express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or da ages in the work and pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice ""'!'l'r.~ .... ~ observed de {ects with reasonable promptness. ~~~• -s t SUBSID J ARY WORK: Any and all work specifically governed ~y-~c 1:1,,,~ntary requirements for the project, such as conditions ~'=i="m:-;;po~ed ·tY, th I Plans, the G~neral_ Contract Documents or these -p'"e ~i"'a Go tract Documents, in which no specific i tern for bid has be et · · ovided for in the Proposal, shall be considered as a ~tern of work, the cost of which shall be included in bid in the Proposal, for each bid item. Surface ck excavation and cleanup are general i terns of in the category of subsidiary work. ANEOUS PLACEMENT OF MATERIAL: Material may be · 'et {' unde various bid i terns in the Proposal to establish ces f ©r miscellaneous placement of material. These shal l be used only when directed by the Engineer, on field conditions. Payment for miscellaneous of J aterial will be made for only that amount of materiq.l used_, measured to the nearest one-tenth unit. Payment for miscellane ~us placement of material shall be in accordance with the Gene r/al Contract Documents regardless of the actual amount used for 1 the project . C8-8 .13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all spe cifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all change s made during the construction process. These shall be delive r ed to Engineer upon completion of the work. C8-8 (5) PART Cl SUPPLEMENTARY CONDITIONS SECTION Cl: SUPPLEME T ARY CONDITIONS TO PART C -GENERAL CONDITIONS A. General These Suppl mentary Conditions amend or supplement the General Conditions of the Contract and ther provisions of the Contract Documents as indicated below. Provisions which are no so amended or supplemented remain in full force and affect. B. C8-8.5 PAR IAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety r.nd replaced with the following: Partial pay est imates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the 10th day and 25th day respectively. Estimates will be paid within 25 dayf following the end of the estimate period, less the appropriate retainage as set out belo\\f. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, t which at the time of the pay estimate have not been so installed. If such materials are eluded within a pay estimate, payment shall be based upon 85% of the net voice value t ereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts f less than $400,000 at the time of execution, retainage shall be ten per cent (10%). or contracts of $400,000 or more at the time of execution , retainage shall be five percen (5%). Contractor sh 11 pay subcontractors in accord with the subcontract agreement within five (5) business d ys after receipt by Contractor of the payment by City. Contractor's failure to make the quired payments to subcontractors will authorize the City to withhold future paym ts from the Contractor until compliance with this paragraph is accomplished. It is understoo that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; s all not release the Contractor of any of its responsibilities under the Contract Docu ents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fail to perform the work in strict accordance with the specifications or other provisions of this contract. C . Part C -GenerJ 1 Conditions: Paragraph C3-3.l 1 of the General Conditions is deleted and replaced with ~-3 of Part D -Special Conditions. D. C3-3.1 l INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised 10/24/02 Pg. 1 E. C6-6.12 CONTRACTOR 'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: F. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition , Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense , the Owner, its officers , servants and employees , from and against any and all claims or suits for property loss , property damage , personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers , agents, employees, subcontractors, licensees or invitees, whether or not any such iniury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers , servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such iniury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved , or (b) provides Owner with a letter from Contractor 's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. INCREASED OR DECREASED QUANTITIES: Part C -General Conditions , Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interprete d herein as applying to the overall quantities of sanitary sewer pipe in each pipe size bu t not to the various depth categories. Revised 10/24/02 Pg. 2. - - -- G. C3-3.11 INS RANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL INSURANC RE UIREMENTS" its officers , employees and servants shall be endorsed as an additional insured on ontractor's insurance policies excepting employer's liability insurance coverage un er Contractor's workers' compensation insurance policy. b. Certificat s of insurance shall be delivered to the City of Fort Worth , contract administraton in the respective department as specified in the bid documents , 1000 Throckmorto Street, Fort Worth, TX 76102 , prior to commencement of work on the contracted prr ject. c . Any failur e on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein . d. Each insu ance policy shall be endorsed to provide the City a minimum thirty days notice of can ellation, non-renewal , and/or material change in policy terms or coverage . A ten days nf ice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rat ing of A: VII or equivalent measure of financial strength and solvency . f. Deductible limits , or sel f-funded retention limits , on each policy must not exceed $10 ,000.00 p r occurrence unless otherwise approved by the City . g. Other than orker's compensation insurance , in lieu of traditional insurance, City may consider altei ative coverage or risk treatment measures through insurance pools or risk retention grou r s . The City must approve in writing any alternative coverage. h . Workers' ompensation insurance policy(s) covering employees employed on the project shall ~e endorsed with a waiver of subrogation providing rights of recovery in favor of the C 'ty. i. City shall t be responsible for the direct payment of insurance premium costs for contractor's in urance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called up on to contribute to loss recovery. k. In the cours e of the project, Contractor shall report, in a timely manner, to City's officially desi 1nated contract administrator any known loss occurrence which could give rise to a liabili claim or lawsuit or which could result in a property loss. Revised 10/24/02 Pg.3 H. I. I. Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for a ny unforeseen defects or obstructions which may arise or be encountered during t he prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified , or any and all infringements of patents, trademarks, copyrights, or other legal reservations , and for completing the w ork in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials , or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections , or damage shall have been discovered on or before the final inspection and acceptance of the work or during _the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or dama ge, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein . C8-8.10 GENERAL GUARANTY : Delete C8-8.10 , General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the following : Neither the final certificate of payment nor any provision in the Contract Documents , nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. 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 in the amount of 100 percent of the amount of the contract Revised 10/24/02 Pg.4 ' - ... ...... J. which shall as ure the performance of the general guaranty as above outlined. The Owner will give notice of bserved defects with reasonable promptness . Any referenc to any shorter period of time of warranty contained elsewhere within the specification shall be resolved in favor of this specifications, it being the City's intent that the Cont actor guarantee its work for a period of two (2) years following the date of acceptance o the project. In the Specia Instructions to Bidders, TPW contracts place the following in lieu of the existing para raph 2. Part C -General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7 , C2-2.8 and C2-2.9 with the following: C2-2.7 DELI ERY OF PROPOSAL: No proposal will be considered unless it is delivered, ace mpanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidde 's sole responsibility to deliver the proposal at the proper time to the proper place. he mere fact that a proposal was dispatched will not be considered . The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plai ly marked with the word "PROPOSAL," and the name or description of the project as e s ignated in the "Notice to Bidders." The envelope shall be addressed to the Purchasin Manager, City of Fort Worth Purchasing Division , P .O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WIT RA WING PROPOSALS: Proposals actually filed with the Purchasing Manager cann t be withdrawn prior to the time set for opening proposals. A request for non-considera ion of a proposal must be made in writing, addressed to the City Manager, and filed with im prior to the time set for the opening of proposals. After all proposals not requested or non-consideration are opened and publicly read aloud, the proposals for which non-co sideration requests have been properly filed may, at the option of the Owner, be rett1 ed unopened. C2-2.9 TELE RAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal b telegraphic communication at any time prior to the time set for opening proposals, pro ided such telegraphic communication is received by the Purchasing Manager priori to the said proposal opening time , and provided further , that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal openi~g time. If such confirmation is not received within forty-eight ( 48) hours after the propo sal opening time, no further consideration will be given to the proposal K . C3-3.7 BOND (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1 87; (City let projects) make the following revisions: Revised 10/24/02 Pg.5 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City , in its sole discretion, will determine the adequacy of the proof required herein. 2. Pg. C3-3(5) Paragraph C3-3.l l INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.l l INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING". L. RIGHT TO AUDIT: Part C -General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 RIGHT TO AUDIT: (a) 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 normal 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 section. 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 the subcontract, 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 normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. 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 the Contractor for the cost of copies as follows: Revised 10/24/02 Pg.6 M . N. opies and under -10 cents per page e than 50 copies -85 cents for the first page plus en cents for each page thereafter The Contract r shall clear rights-of-way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph C6-6. l O work within easements, page C6-6(4), part C -General Conditions of the Water Department General Contract Document and General Specifications. Clearing and estoration shall be considered as incidental to construction and all costs incurred will e considered to be included in the Linear Foot price of the pipe. Reference Paf\1 C -General Conditions, Section C6-6 .8 BARRICADES, WARNINGS AND W ATClH MEN: 1. Wherever t e word Watchmen appears in this paragraph, it shall be changed to the word flagmen 2. In the first ~aragraph, lines five (5) and six (6), change the phrase take all such other precautionary r easures to take all reasonable necessary measures . 0 . MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Pa C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS E TERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIAN "shall be deleted in its entirety and replaced with the following : Upon request, ontractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore . Contractor further agrees to permit an audit and/or examination of any books , records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiatinr action under appropriate federal , state or local laws or ordinances relating to fals ~ statements; further, any such misrepresentation ( other than negligent misrepresentat~on) and/or commission of fraud will result in the Contractor being determined to ti e irresponsible and barred from participating in City work for a period of time of not less than thee (3) y ears. Revised 10/24/02 Pg. 7 P. Revised 10/24/02 Pg .8 PARTD SPECIAL CONDITIONS 02/14/07 PART D -SPECIAL CONDITIONS GENERAL ......................................................................................................................... 3 COORDINATIO MEETING .............................................................................................. 4 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW .................... 4 COORDINATIO WITH FORT WORTH WATER DEPARTMENT .................................... 7 CROSSING OF EXISTING UTILITIES .............................................................................. 7 ·································································· 7 CONSTRUCT! N TRAFFIC OVER PIPELINES ............................................................... 8 TRAFFIC CON ROL ......................................................................................................... 8 DETOURS ......................................................................................................................... 9 EXAMINATI ~N OF SITE ............................................................................................... 9 ZONING COPLIANCE ................................................................................................ 9 WATER FOR CONSTRUCTION ............................. 9 ······················································· WASTE MATI PROJECT CL CONSTRUCl SAFETY RE~ BID QUANTll CUTTING OF PROJECT DE CONCRETE: RIAL .......................................................................... EANUP AND FINAL ACCEPTANCE .......................... ION SCHEDULE AND SEQUENCING OF WORK ..... TRICTIONS-WORK NEAR HIGH VOLTAGE LINES IES .............................................................................. CONCRETE ............................................................... SIGNATION SIGN ...................................................... ,IDEWALK AND DRIVEWAY REPLACEMENT .......... ........................... 10 ........................... 10 ........................... 10 ........................... 10 ........................... 11 ........................... 11 ··························· 11 ........................... 11 ........................... 12 CRUSHED LIMESTONE BACKFILL ........... 12 MISCELLANBOUS PLACEMENT OF MATERIAL. ........................... ................................................................. 2:27 CONCRI TE .............................................................................................. TRENCH EXC AVATION BACKFILL AND COMPACTION ............................. TRENCH PA\ EMENT <PERMANENT) REPAIR <E2-19) FOR UTILITY CUTS SITE SPECIF C TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) .... SANITARY SI WER MANHOLES ..................................................................... SANITARY SI WER SERVICES ....................................................................... REMOVAL s, ,LVAGE AND ABANDONMENT OF EXISTING FACILITIES .... DETECTABLE WARNING TAPES ................................................................... PIPE CLEANI ~G ............................................................................................... DISPOSALO SPOIUFILL MATERIAL ........................................................... MECHANICS !:\ND MATERIALMEN'S LIEN ..................................................... SUBSTITUTIC NS ............................. : ............................................................... PRE-CONST UCTION TELEVISION INSPECTION OF SANITARY SEWER. ........... 12 ........... 12 ........... 14 ........... 14 ........... 15 ........... 18 ........... 20 ........... 21 ........... 22 ........... 22 ........... 22 ........... 22 ........... 23 VACUUM TESTING OF SANITARY SEWER MANHOLES ......................................... 26 BYPASS PUM ING ..................................................................................................... 27 POST-CONS RUCTION TELEVISION INSPECTION OF SANITARY SEWER ......... 27 SAMPLES AN QUALITY CONTROL TESTING ........................................................ 29 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ............................................................... 29 INGRESS AN EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ....................... 30 PROTECTION OF TREES PLANTS AND SOIL. ........................................................ 30 ~:~ ~~SFTgRT~g~TH.STAN.DA .. RD.PR.c°ou·c,-·L·1·s;::::::::::::::::::::::::::::::::::::::::::::::: ;~ TOPSOIL, SOIDDING, SEEDING & HYDROMULCHING ............................................ 31 CONFINED SPACE ENTRY PROGRAM ..................................................................... 36 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ........................... 36 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) ..................... 37 CONCRETE ENCASEMENT OF SEWER PIPE .......................................................... 38 CLAY DAM ................................................................................................................... 38 EXP LORA TORY EXCAVATION {0-HOLE) ................................................................. 38 INSTALLATION OF WATER FACILITIES ................................................................... 38 SC-1 PART D -SPECIAL CONDITIONS 52 .1 Polyvinyl Chloride (PVC) Water Pipe ........................................................................... 38 52 .2 Blocking ........................................................................................................................ 38 52 .3 Type of Casing Pipe ..................................................................................................... 39 52.4 Tie-Ins .......................................................................................................................... 39 52.5 Connection of Existing Mains ....................................................................................... 39 52.6 Valve Cut-Ins ................................................................................................................ 40 52.7 Water Services ............................................................................................. · ................ 40 52.8 2-lnch Temporary Service Line .................................................................................... 42 52.9 Purging and Sterilization of Water Lines ...................................................................... 43 52.10 Work Near Pressure Plane Boundaries ....................................................................... 43 52.11 Water Sample Station .................................................................................................. 43 52 .12 Ductile Iron and Gray Iron Fittings ............................................................................... 44 D-53 SPRINKLING FOR DUST CONTROL. ......................................................................... 44 D-54 DEWATERING ............................................................................................................. 44 D-55 TRENCH EXCAVATION ON DEEP TRENCHES ........................................................ 44 D-56 TREE PRUNING ............................................................................................... : .......... 44 D-57 TREE REMOVAL ......................................................................................................... 45 D-58 TEST HOLES ............................................................................................................... 46 D-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION ........................................................................................................ 46 TRAFFIC BUTTONS .................................................................................................... 47 SANITARY SEWER SERVICE CLEANOUTS ............................................................. 47 TEMPORARY PAVEMENT REPAIR ........................................................................... 47 CONSTRUCTION STAKES ......................................................................................... 47 ~Elllie&tdm~ iS ..................................................................................... 48 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ............................................... 48 WAGE RA TES ............................................................................................................. 49 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE .................................... 50 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) ............................................................................................................ 51 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS .................................................................................... 52 D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD ................................................ 53 D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION ..................................................... 53 D-72 AIR POLLUTION WATCH DAYS ..................................................................................... 54 D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS ......................................... 54 02114/07 SC-2 PART D -SPECIAL CONDITIONS This Part D -Special onditions is complimentary to Part C -General Conditions and Part C1 - Supplementary Conditi ns to Part C of the Contract. Anything contained in this Part D that is additive to any provisio in Part C -General Conditions and part C 1 -Supplementary Conditions to Part C of the Cont act are to be read together. Any conflict between Part C -General Conditions and Part C1 -Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: 2004 CIP ORAi AGE PROJECT NO. 00098 FORT WORTH, TEXAS DOE PROJECT NO. 4723 WATER DEPA TMENT PROJECTS NO . P253-541200-060011700098-83 P258-541200-0 011700098-83 T/PW FILE NO. 200-541200-2012700098-83 0-1 GENERAL The order or precede ce in case of conflicts or discrepancies between various par!s of the Contract Documents s bject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines list d below: 1. Plans 2. Contract Docum~nts 3. Special Conditiohs The following Special Conditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, r I uirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying , referring or implying product control, performance , quality, o other shall be binding upon the contractor. The specifications and drawings shall be consi ered cooperative; therefore, work or material called for by one and not shown or mentioned· in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performi g any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Wat r Department to perform such work in accordance with procedures described in the curren Fort Worth Water Department General Specifications, which general specifications shall gove n performance of all such work. This contract and projecJ, where applicable, may also be governed by the two following published specifications, except almodified by these Special Provisions: . 1. STANDARD SP CIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT ORTH 2. STANDARD SP~CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH CENTRAL TEXAS 02114/07 SC-3 PART D -SPECIAL CONDITIONS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents . A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building , Fort Worth, Texas 76102 . The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL : A. DELIVERY OF PROPOSAL : No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the offic ial location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place . The mere fact that a proposal was dispatched will not be considered . The Bidders must have the proposal actually delivered . Each propos~I shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth , Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals . A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-considerat ion requests have been properly filed may , at the option of the Owner, be returned unopen~d. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposa l by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly au t henticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration w ill be given to the proposal. · D-2 COORDINATION MEETING For coordination purposes , weekly meetings at the job site may be required to maintain the project on the desired schedule . The contractor shall be present at all meetings . D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 02114;o7 SC-4 PART D -SPECIAL CONDITIONS A. Definitions : 1. Certification of c verage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82 , TW C-83, or TWCC-84), showing statutory workers' compensation insurance coverage for th person's or entity's employees providing services on a project, for the duration of the p oject. 2. Duration of the roject -includes the time from the beginning of the work on the project until the contrac or's/person's work on the project has been completed and accepted by the government I entity . 3. Persons providing services on the project ("subcontractor'' in §406 .096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes , without limitation, inde ndent contractors , subcontractors , leasing companies, motor carriers, owner operator , employees of any such entity, or employees of any entity which furnishes person to provide services on the project. "Services" include, without limitation , providing, haulin , or delivering equipment or materials, or providing labor, transportation , or other service related to a project. "Services" does not include activities unrelated to the project, sue as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 8 . The Contractor shal provide coverage , based on proper reporting of classification codes and payroll amounts a~d filing of any coverage agreements, which meets the statutory requirements of Te s Labor. Code, Section 401 .011 (44) or all employees of the Contractor providing services o the project, for the duration of the project. C. The Contractor mus provide a certificate of coverage to the governmental entity prior to being awarded the contrac . D. If the coverage peri d shown on the contractor's current certificate of coverage ends during the duration of the p oject, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended . E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of overage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year therr after. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known,, of any change 02114/07 SC-5 PART D -SPECIAL CONDITIONS that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons provid ing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period , a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs ( 1 )-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8 . By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation . Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 02/14/07 SC-6 PART D -SPECIAL CONDITIONS 9. The contractor' failure to comply with any of these provisions is a breach of contract by the contractor hich entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the govern ental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage a d report failure to provide coverage. This notice does not satisfy other posting requiremen s imposed by the Texas Worker's Compensation Act or other Texas Worker's Compens tion Commission rules. This notice must be printed with a title in at least 30 point bold type nd text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population . The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WOR R'S COMPENSATION COVERAGE The law requires th t each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or o er service related to the project, regardless of the identity of their employer or status a an employee ." Call the Texas Wor~er's Compensation Commission at (512)440-3789 to receive information on the legal requir~ment for coverage, to verify whether your employer has provided the required coverage, r to report an employer's failure to provide coverage". 0-4 COORDINATIO WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Co tractor shall be required to coordinate with the Water Department to determine the best time for deactivating and activating those lines. 0-5 CROSSING OF XISTING UTILITIES Where a proposed wate line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pr.·pe with polyethylene wrapping . Adapter fittings shall be a urethane or neoprene coupling AST C-425 with series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all ot er associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid in the Proposal for each bid item. 0-6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the IOCf3tions of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basi s for claims for additional compensation for extra work or for increasing the pay quantities in any pi anner whatsoever. 02114/07 SC-7 PART D -SPECIAL CONDITIONS The Contractor shall be responsible for verifying the locations of and protectin utilities , service lines, or other propert osed by his construction operation m ~- The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid per linear foot of pipe installed . NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut , broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense . The Contractor shall immediately notify the Owner of the damaged utility or service line . He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a publ ic utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth ; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground . 0-7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time , cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines , if the damage results from any phase of his construction operation . 0-8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required . The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on 02114/07 SC-8 PART D -SPECIAL CONDITIONS Highways," codified a Article 6701d Vernon 's Civil Statutes , pertinent sections being Section Nos . 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City . If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 871-7738) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requir~ents are met. When construction work is completed to the extent that the permanent sign can reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is complet d. Work shall not be PEirformed on certain locations/streets during "peak traffic periods" as determination by the Cify Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Tra Control Handbook for Construction and Maintenance Work Areas." The cost of the traffic co trol is subsidiary work and the cost of same shall be included in the price bid for pipe complete in lace as bid in the Proposal, and no other compensation will be allowed . D-9 DETOURS The contractor shall pro ecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area . D-10 EXAMINATION It shall be the responsi ility of the prospective bidder to visit the project site and make such examinations and explorfitions as may be necessary to determine all conditions, which may affect construction of this proj ect. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later cdntingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-11 ZONING COMPL ANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City bf Fort Worth in the use of vacant property for storage purposes. D-12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. 02114/07 SC-9 PART D -SPECIAL CONDITIONS D-13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property . D-14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items . Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary , clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to : • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right- of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphal t or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. The City of Fort Worth Department of Engineering shall give final acceptance of the completed project work . D-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibility of the Contractor to furni~h a schedule outlining the anticipated time for each phase of construction with startin and com letion dates, includin sufficient time bein allowed for cleanu D-16 SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus . The warning sign shall read as follows: "WARNING -UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 02114/07 SC-10 PART D -SPECIAL CONDITIONS 2. Equipment that ay be operated within ten feet of high voltage lines shall have insulating cage-type of g ard about the boom or arm, except back hoes or dippers, and insulator links on the lift ook connections . 3 . When necessa to work within six feet of high voltage electric lines, notification shall be given the powe company (ONCORE) who will erect temporary mechanical barriers, de- energize the lin s, or raise or lower the lines. The work done by the power company shall not be at the e pense of the City of Fort Worth. The notifying department shall maintain an accurate log fall such calls to ONCORE, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the ONCORE company for the temporary reloc tion or raising of high voltage lines at the Contractor's sole cost and expense . 5. No person shalJwork within six feet of a high voltage line without protection having been taken as outline in Paragraph (3). D-17 BID QUANTITI S Bid quantities of the var ous items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the exten that C4-4.3 conflicts with this provision, this provision controls. No claim will be considered for I st or anticipated profits based upon differences in estimated quantities versus actual quantities. D-18 CUTTING OF c 6 NCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit co t of the respective item . D-19 PROJECT DESI NATION SIGN Project signs are requir d at all locations . It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size . The information box shall have the following i formation: For Questions on this Pr ject Call: (817) 871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. · D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT 02114/07 SC-11 PART D -SPECIAL CONDITIONS At locations in the project where mains are required to be placed under existing sidewalks an d/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction , Item 502. Payment for cutting, backfill, concrete , forming materials and all other associated appurtenan ces required , shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D-21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Cont ract Documents regardless of the actual amount used for the project. D-22 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 -Materials and Division 2 Item 208 .3 -Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill , Construction Specifications , General Contract Documents . Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2 .16 Measurement of Backfill Materia ls, Construction Specifications, and General Contract Documents. D-23 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways , gravel surfaced roads, within easements, and within existing or future R.O .W . shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill , if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determin'es that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom . The expense of such remedial measures shall be entirely the Contractor's own . All trenching operations shall be confined to the 02114/07 SC-12 PART D -SPECIAL CONDITIONS width of permanent righ s-of-way, permanent easements, and any temporary construction easements. All excava on shall be in strict compliance with the Trench Safety Systems Special Condition of this docum nt. 2 . TRENCH BACKFILL Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type 11 C11 backfill material. Excavated material used for Type 11 11 backfill must be mechanically compacted unless the Contractor can furnish the Engineer wit satisfactory evidence that the P.I. of the excavated material is less than 8 . Such evidence shall e a test report from an independent testing laboratory and must include representative samples f soils in all involved areas, with a inap showing the location and depth of the various test holes If excavated material is obviously granular in nature, containing little or no plastic material , the ngineer may waive the test report requirement. See E1-2.3, Type 11C" or 11 D11 Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type 11C 11 back-fill material is not suitable, at the direction of the Engineer, Type 11 B 11 backfill material shall be used . In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source and shall consist of durable articles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and sh II meet the following gradation: • Less tha 10% passing the #200 sieve • P.1. = 10 r less Additionally, the crushe limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedm t of the General Contract Documents and Specifications shall be replaced with the followi g: Sieve Size 1" 1/2" 3/8 " #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 All other provisions of thi section shall remain the same. 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Densi~ (A.S .T.M. 0698) by mechanical devices specifically designed for compaction or a combin j tion of methods subject to approval by· the Engineer. Trenches which lie unde~ existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The City, at its own expense, will perform trench compaction tests per A.S.T .M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will bf! at the expense of the Contractor and will be billed at the commercial rates as determined by tHe City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to 02114/07 SC-13 PART D -SPECIAL CONDITIONS the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City . 4 . MEASUREMENT AND PAYMENT : All material, with the exception of Type "B" backfill , and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe . Type "B" backfill shall be paid for at a pre-bid unit price of $15.00 per cubic yard . D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 2000-1 through 2000-3 . The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents . All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench , a minimum of twelve ( 12) inches outside the trench walls . The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details , compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced . All reside ntial driveways shall be accessible at night and over weekends . It has been determined by the Transportation and Public Works Department that the stri p of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore , at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving . If paving conditions are not suitable for repaving , in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering . 0-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in .order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances . The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. 02114;o7 SC-14 PART D -SPECIAL CONDITIONS B. STANDARDS: Th latest version of the U.S. Department of Labor, Occupational Safety and Health Administrat on Standards , 29 CFR Part 1926, Sub-Part P -Excavations, are hereby made a part of thi specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES -trench is referred to as a narrow excavation made below the surface of the ground in hich the depth is greater than the width, where the width measured at the bottom is not g ater than fifteen (15) feet. 2. BENCHING SYSTEM -Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYS EM -Sloping means excavating to form sides of a trench that are inclined away from the xcavation. 4. SHIELD SYST M -Shields used in trenches are generally referred to as "trench boxes " or "trench shields" Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure . Shields can be permanent structures or can be designed to be portable and move along as the work progresses . Shields can be ~ither pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYS EM -Shoring means a structure such as a metal hydraulic, mechanical or timber system t at supports the sides of a trench and which is designed to prevent cave- ins. Shoring s stems are generally comprised of cross-b races , vertical rails, (uprights), horizontal rails ( ales) and/or sheeting. D. MEASUREMENT -Trench depth is the vertical measurement from the top of the existing ground to the botto of embedment or bottom of excavation. The quantity of trench safety systems shall be ba ed on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT -Paym nt shall be full compensation for safety system design, labor, tools, materials, equipme ~t and incidentals necessary for the installation and removal of trench safety systems. [ 0-27 SANITARY SE ER MANHOLES A. GENERAL : The in tallation, replacement, and/or rehabilitation of sanitary sewer manholes will be required , as shown on the plans, and/or as described in these Special Contract Documents in addi ion to those located in the field and identified by the Engineer. All · manholes shall be i accordance with sections E1 -14 Materials for Sanitary Sewer Manholes , Valve Vaults,· Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and 'specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations , the Contractor shall temporarily plug all lines at every open t anhole under construction in order to keep debris out of the dry sewer lines. The plugs _ s all not be removed until the applicable manhole complete with cone section has been co structed and the lid installed to keep out debris as a result of additional · construction . · 02114/07 SC-15 PART D -SPECIAL CONDITIONS 1. CONCRETE COLLARS : Concrete collars will be required on all manholes specified as per Figure 121 . 2 . WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be installed in all sanitary sewer manholes . Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed accord i ng to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18 " and greater. 3 . LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug . The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4 . FINAL RIM ELEVATIONS : Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground . Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. T he grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields , unimproved land, or drainage courses shall be at an elevat ion shown on the drawings or minimum of 6 inches above grade . 5 . MANHOLE COVERS : All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design , or equal, with pick slots . Covers shall set flush with the rim of the frame and shall have no larger than 1 /8-inch gap between the frame and cover. Bearing surfaces shall be machine finished . Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certain teed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified . 6 . SHALLOW CONE MANHOLES : Shallow manhole construction will be used w hen manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots . NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED . 7. MANHOLE STEPS : No manhole steps are to be installed on any sanitary sewer manhole . 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol ," or equal to, a minimum or 14 mils dry film thickness. · 9. MANHOLE JOINT SEALING : All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed 0-ring rubber gasket shall require Bitumastic j oint sealants as per Figure M. This sealant shall be pre-formed a.nd trowelable Bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross -sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation , evaporation, or 02114!07 SC-16 PART D .. SPECIAL CONDITIONS any other che ical action for either its adhesive properties or cohesive strength. The Joint sealer s all remain totally flexible without shrinking, hardening, or oxidizing regardless of t I e length of t ime it is exposed to the elements. The manufacturer shall furnish an affid~vit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. 8. EXECUTION : 1. INSTALLATIO OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials . All surfaces to be in contact with the joint sealant sh a ll be thoroughly cleaned of dirt, sand , mud , or other foreign matter. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole openi ng with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2 . SEALING AND OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manh le frame from the manhole structure and observe the condition of the frame and grad rings . Any frame or grade ring that is not suitable for use as determined by the Engine shall be replaced . Grade rings that are constructed of brick, block materials other han pre-cast concrete rings, or where necessary and approved by the Engineer, shall replaced with a pre-cast flattop section . Pre-cast concrete rings , or a pre-cast concret flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame . If the walls or cone section below this level are structurally unsound , notify the Engin I er prior to replacement of the grade rings and manhole frame . Existing brickwork, if da aged by the Contractor, shall be replaced at the Contractor's expense. Wire brush . ma hole frame and exposed manhole surfaces to remove dirt and loose debris. Coat ex osed manhole surfaces with an approved bonding agent followed by an application of qu ck setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed . Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre- formed gasket material. Position the butt joint of each length of joint material on opposite sides of the mar.hole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame . In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1 /8 inch below the 02114;o1 SC-17 PART D -SPECIAL CONDITIONS finished elevation . Allowances for the compression of the joint material shall be made to assure a proper final grade elevation . 3. EXPOSED EXTERIOR SURFACES : All exposed exterior surfaces shall be coated w ith two mop coats of coal tar epoxy . Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol ", or equal , to a min imum of 14 mils dry film thickness . 4 . The exte rior surface of all pre-cast section joints shall be thoroughly cleaned with a w ire brush and then waterproofed with a 1 /2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall incl ude all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing , lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately . The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to , joint sealing, lift hole sealing , and exterior surface coating . Payment for concrete collars will be made per each . Payment for manhole inserts will be made per each . 0-28 SANITARY SEWER SERVICES Any reconnection , relocation, re-routes , replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard fact ory manufactured tees . City approved factory manufactured saddle taps may be used , but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis . The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required . Seve red serv ice connections shall be maintained as specified in section C6-6 .15. D. SEWER SERVICE RECONNECTION : When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees . The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications , all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service-Replacement shall be adhered to for the installation of any sewer service line · including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four 02114/07 SC-18 PART D -SPECIAL CONDITIONS (4) feet of service I ne and all other associated appurtenances required shall be included in the price bid for Sa itary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall b adjusted and/or replaced by the Contractor as directed by the Engineer as required for the onnection of the sewer service line. If the sewer service line is in such condition or adjust ent necessitates the replacement of the sewer service line, all work shall be performed by licensed plumber. The Engineer shall determine the length of the replacement. All se er services shall be installed at a minimum of two (2) percent slope or as approved by the E gineer. For situations involving sewer service re-routing, whether on public or private pr perty, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service li nes, the Contractor shall verify (by de-holing at the building clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the pro posed connection point on the sewer main, in order to ensure that the two (2) percent minimy m slope (or as specified by the Engineer) requirement is satisfied. Elevations shall als ~ be verified at all bend !ocations on the service re-route . AU applicable sewer mains, laterals and affected service lioes that are installed without pre-construction de- holing at the affecte~ residen_ces (to verify design elevations) shall be removed and replaced as necessary at the C ontractor's expense in the event grade conflicts are brought to light after de-holing is condu ~ed. All elevation information obtained by the Contractor shall be submitted to the Ins ector. The Engineer shall be immediately notified in the event that the two (2) percent min mum slope is not satisfied. If the Contractor determines that a different alignment for the re route is more beneficial than shown on the plans, the Contractor shall obtain and submit al relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is sati tied . Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designe to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re-routes that are not installe as designed or fail to meet the City code shall be reinstalled at the Contractor's expens . The Contractor shall ensure that the service line is backfilled and compacted in accor ance with the City Plumbing Code. Connection to the existing sewer service line shall be ade with appropriate adapter fittings . The fitting shall be a urethane or neoprene coupling .S.T.M. C-425 with series 300 stainless steel compression straps . The Contractor shall rem I ve the existing clean-_out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained from the City of Fo rt Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. 1A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer re-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings , surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of 02114/07 SC-19 PART D -SPECIAL CONDITIONS way. Payment for all work and material involving the "tap" shall be included in the price bid f or sanitary sewer service taps . D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1 .5 Salvaging of Material and E2-2 .7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition . A SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by t he Contractor in accordance with Section E2-1 .5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. T he concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2 .9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with exist ing surrounding surface and grade . C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1 .5 Salvaging of Materials . The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2 .9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE : Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1 .5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2 .9 Backfill . Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade . If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E . ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and be>x lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. 02114/07 SC-20 PART D -SPECIAL CONDITIONS G. ABANDONMENT O MANHOLES : Manholes to be abandoned in place shall have all pipes entering or exiting he structure plugged with lean concrete. Manhole top or cone section shall be removed t the top of the full barrel diameter section , or to point not less than 18 inches below final g ade . The structure shall then be backfilled and compacted in accordance with backfill metho as specified in Section E2-2 .9 Backfill. Backfill material may be either clean washed sand f clean, suitable excavated material approved by the Engineer. Surface restoration shall be ompatible with surrounding service surface. Payment for work involved in backfilling , pluggi g of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item -Abandon Existing Sewer Manhole . H. REMOVAL OF MA HOLES : Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter sedion, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2 .9 Backfill. Backfill ma terial may be with Type C Backfill or Type B Backfill,. as approved by the Engineer. Surface r~storation shall be compatible with surrounding surface . I. CUTTING AND PLUGGING EXISTING MAINS : At various locations on this project, it may be required to cut , f.ug, and block existing water mains/services or sanitary sewer mains/services in o er to abandon these lines . Cutting and plugging existing mains and/or services shall be c nsidered as incidental and all costs incurred will be considered to be included in the linea foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXIS ING PIPE: Where removal of the existing pipe is required , it shall be the Contractor's respon ibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation , Storage Yard. C. PAYMENT: Paym nt for all work and material involved in salvaging , abandoning and/or removing existing fa ilities shall be included in the linear foot bid price of the pipe , except as follows : separate p yment will be made for removal of all fire hydrants , gate valves, 16 inch and larger, and sanitr ry sewer manholes, regardless of location. Payment will be ma ?e for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e ., when removal requires a separate trench). L. ABANDONMENT OF EXISTING SEWER LINES : Where plans call for abandonment of existing sewer main s after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a final determination t ~at all existing service connections have been relocated to the new main . Once this determinaf ion has been made , the existing main will be abandoned a~ indicated above in Item I. 0-30 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water ~nd sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0 .35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall 02114/07 SC-21 PART D -SPECIAL CONDITIONS not be less than two inches with a minimum unit weight of 2% pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows : Type of Utility Color Code Water Safety Blue Sewer Safety Green Legends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe . Payment for work such as backfill , bedding, blocking, detectable tapes , and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). 0-31 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppa'ge . 0-32 DISPOSAL OF SPOIUFILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the Directo r of Engin~ering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such mqterial. Con t ractor shall not dispose of such material until the proposed sites have been determ ined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Admiriistrator to ensure that filling is not.occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies . No fill permit is required if disposal sites are not in a floodplain . Approval of the Contractor's disposal sites sha ll be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain . Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense . In the event that the Contractor disposes of spoil/fill material at a site without a fill permit 'or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. 0-33 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's li ens upon receipt of payment. 0-34 SUBSTITUTIONS The specifications for materials set out the minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material, which has been 'specified . Whe re the term "or equal", or "or approved 'equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable , as the particular trade name was used for the purpose of establishing a standard of 02114/07 SC-22 PART D -SPECIAL CONDITIONS quality acceptable to City. If a product of any other name is proposed for use, the Engineer's approval thereof mus be obtained before the Contractor procures the proposed substitute . Where the term "or eq al", or "or approved equal" is not used in the specifications, this does not necessarily exclude a ternative items or material or equipment which may accomplish the intended purpose. Ho ever, the Contractor shall have the full responsibility of proving that the proposed substitution i , in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of e acceptability of substitutions. The provisions of this sub-section as related to "substitutions shall be applicable to all sections of these specifications. D-35 PRE-CONSTR CTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior t the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, remov d (except where being replaced in the same location), or rehabilitated (pipe enlargement, bured-in-place pipe, fold and form pipe, slip-line, etc .), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their lo ation . Work shall consist of furnishing all labor, material, and equipment necessary for the leaning and inspection of the sewer lines by means of closed circuit television. Satisfac ry precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCI JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equip ent shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring · manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. he equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulical driven hose reel. Hydraulically Pr pelted Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around I the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed, is used, special precautions to prevent flooding of the ~ewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet ~quipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an e tire section cannot be successfully performed from one manhole, the equipment shall e set up on the other manhole and cleaning again attempted. If, again, successful cleanihg cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from . the City Water Distribution System, the Contractor shall !apply for and receive permission from the Water Department. The Contractor · shall be responsible for the water meter and related · charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 02114/07 SC-23 PART D -SPECIAL CONDITIONS 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section , which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted . 4 . All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES . 6 . TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe . The camera shall be operative in 100% humidity conditions. The camera, television moni tor , and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection . B. EXECUTION : 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate , stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute . Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line , telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection videotapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable , or the like , which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape , or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera . The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances , when it becomes lodged during inspection, shall be incidental to Television inspection . 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance 02114!07 SC-24 PART D -SPECIAL CONDITIONS such as locatio s of unusual conditions, roots, storm sewer connections, broken pipe, presence of sea e and corrosion, and other discernible features will be recorded, and a copy of such rec rds will be supplied to the City . 3. PHOTOGRAPH : Instant developing, 35 mm , or other standard-size photographs of the television pictur of problems shall be taken by the Contractor upon request of the Engineer, as I ng as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE R ORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tape~ shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall~be provided to the City by the Contractor for review of the tapes. The Engineer will ret rn tapes to the Contractor upon completion of review. Tapes shall not be erased without t e permission of the Engineer. If the tapes are of such poor quality that the Engineer is nable to evaluate the condition of the sewer line or to locate service connections , the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the City . If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SH A LL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of rev iew. All costs associat ed with this work shall be incidental to unit prices bid for items under Television Inspect ion of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shalf be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to exist)ng sewer conditions and for providing appropriate means for review of the tapes by the En g ineer including collection and removal , transportation and disposal of sand and debris from the sewers to a legal dump site . Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose pt cleaning is for television inspection and rehabilitation ; when a portion of a line is not or can r ot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no g~arantee that all of the sanitary sewers to be entered are clear for the passage of a camera . The methods used for securing passage of the camera are to be at the option of the Contract or, and the costs must be included in the bid price for TV Inspections . 02114/07 SC-25 PART D -SPECIAL CONDITIONS The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection . The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-36 VACUUM TESTING OF SANITARY SEWER MANHOLES D. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes . B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93 : Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg -9"Hg) (SEC) Depth of MH. 48-lnch Dia. 60-lnch Dia . (FT.) Manhole Manhole Oto 16' 40 sec. 52 sec. 18' 45 sec. 59 sec . 20' 50 sec. 65 sec . 22' 55 sec. 72 sec. 24' 59 sec. 78 sec . 26' 64 sec. 85 sec . 28' 69 sec. 91 sec. 30' 74 sec. 98 sec . For Each 5 sec. 6 sec. Additional 2' 1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to 02114/07 SC-26 PART D -SPECIAL CONDITIONS locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described abov until it has successfully passed the test. Following comp etion of a successful test, the manhole shall be restored to its normal condition, all te porary plugs shall be removed, all braces , equipment , and debris shall be removed and di posed of in a manner satisfactory to the Engineer. C. PAYMENT: Paym nt for vacuum testing of sanitary sewer manholes shall be paid at the contract price per e ch vacuum test. This price shall include all material , labor, equipment, and all incidentals, ncluding all bypass pumping, required to complete the test as specified here in. D-37 BYPASS PUMP ING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or repl~ced . The bypass shall be made by plugging existing upstream manhole and pumping the sewag into a downstream manhole or adjacent system or other method as may be approved by the Eng neer. The pump and bypass lines shall be of adequate capacity and size to handle the flow wi hout sewage backup occurring to facilities connected to the sewer. Provisions shall be mad at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system . Under no circumstances will the Contractor be permitted to discharge sewage jnto the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line . D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL : After 1 nstruction , ALL sections of sanitary sewer lines shall have a television inspection perform by an independent sub-Contractor hired by the prime Contractor. Work shall consist o furnishing all labor, material, and equipment necessary for inspection of the sewer lines by eans of closed circuit television. Satisfactory precautions shall be taken to protect the sewer l ines from damage that might be inflicted by the improper use of cleaning equipment. J . B. TELEVISION INSP CTION EQUIPMENT : The television camera used for the inspection shall be one specififcally designed and constructed for such inspection . Lighting for the camera shall be ope ative in 100% humidity conditions. The camera , television monitor, and other components o the video system shall be capable . of producing picture quality to the satisfaction of the ngineer; and if unsatisfactory, equipment shall be removed and no payment will be mad f for an unsatisfactory inspection. C. EXECUTION : 1. TELEVISION INSPECTION : The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps . In no case will the television camera be pulled at a speed greater than 30 feet per minute . Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. 02114/07 When manually operated winches are used to pull the television camera through the line , telephones or ot her suitable means of communications shall be set up between the two SC-27 PART D -SPECIAL CONDITIONS manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized . All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable , or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape , or other suitable device , and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for t he passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera , under all circumstances, when it becomes lodged during inspection, shall be incidental to Televis ion inspection. San itary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active , flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION : Television Inspection Logs : Printed location records shall be kep t by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans . A copy of these television logs will be supplied to the City . . 3. PHOTOGRAPHS : Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Enginee r, as long as such photographing does not interfere with the Contractor's operations . 4. VIDEOTAPE RECORDINGS : The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed . Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection _and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good t ape cannot be provided of such quality that can be reviewed by the Engineer, no paymen t for televising this portion shall be made . Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers sha ll be per linear foot .of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. 02114/07 SC-28 PART D -SPECIAL CONDITIONS Television inspecti shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video ima e required for line analysis. The quantity of TV inspection shall be measured as the to al length of new pipe installed . All costs associated with this work shall be included in the app priate bid item -Post-Construction Television Inspection. The item shall als include all costs of installing and maintaining any bypass pumping required to provide eliable, regular sewer service to the area residents . All bypass pumping shall be incidental t the project. D-39 SAMPLES AN QUALITY CONTROL TESTING A. The Contractor sha I furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement co hcrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken . The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the pla ing of concrete using the same aggregate, cement, and mortar which are to be used later in he concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testi g of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will b at the expense of the contractor and will be billed at commercial rates as determined by the Oity . The failure of the City to make any tests of materials shall in no way relieve the contracto of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 ho rs notice shall be provided to the City by the Contractor for operations requiring testing . T e Contractor shall provide access and trench safety system (if required) for the site to be test d, and any work effort involved is deemed to be included in the unit price for the item being te ted. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The tick t shall specify the name of the pit supplying the fill material. D-40 TEMPORARY E OSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) A. DESCRIPTION : This item shall consist of temporary soil erosion sediment and water pollution control measures deimed necessary by the Engineer for the duration of the contract. These control measures sh II at no time be used as a substitute for the permanent control measures unless otherwise dir cted by the Engineer and they shall not include measures taken by the CONTRACTOR to c ntrol conditions created by his construction operations . The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding; straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices . B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent pontamination of adjacent streams, other water courses, lakes, ponds or 02114/07 SC-29 PART D -SPECIAL CONDITIONS other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 4. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished wo rk. 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials . He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction . Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. 02114/07 SC-30 .PART D -SPECIAL CONDITIONS Any trees or other land cape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by xperienced workmen in an approved manner (No trimming or pruning without the property o ers' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as pos ible with a tree wound dressing. By ordinance, the Co tractor must obtain a permit from the City Forester before any work (trimming, removal, or oot pruning) can be done on trees or shrubs growing on public property including street Rights-f-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5 38. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread ot the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed usinr a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subt idiary cost of the project. 0-43 SITE RESTORA f lON The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0 .1) of a foot. 0-44 CITY OF FORT ORTH STANDARD PRODUCT LIST Proposed products sub itted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, t r the bid to be considered responsive. Products and processes listed in the "City of Fort Worth tandard Product List shall be considered to meet City of Fort Worth minimum technical requi ements. 0-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This item shall be perfo rmed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL I DESCRIPTION: This~item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from ro k and foreign material, in all parkways and medians to the lines and grades as establishe by the Engineer. CONSTRUCTION METHODS : Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locationk approved by the Engineer; and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted .depth of topsoil parkways. 2. SODDING 02114/07 SC-31 PART D -SPECIAL CONDITIONS DESCRIPTION : Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification . Recommended Buffalo grass varieties for sodding are Prairie and 609 . MATERIALS : Sod shall consist of live and growing Bermuda , Buffalo or St. Augustine grass secured from sources where the soil is fertile . Sod to be placed during the dormant state of these grasses shall be alive and acceptable . Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn . Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating , hauling , and planting. Sod material shall be kept moist from the time it is dug until planted . When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating . Sod material shall be planted within three days after it is excavated . CONSTRUCTION METHODS : After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described . Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass . a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half ( 1 /2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression . Hand tamping may be required on terraces . b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas . The sod shall be so placed that the entire designated area shall be covered , and any voids left in the block sodding shall be filled with additional sod and tamped . The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass . Surfaces of block sod , which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil , shall,. upon direction of the Engineer , be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place . 02114;o7 SC-32 PART D -SPECIAL CONDITIONS When necessa , the sodded areas shall be smoothed after planting has been completed and shaped to onform to the cross-section previously provided and existing at the time sodding operati ns were begun. Any excess dirt from planting operations shall be spread uniformly over t e adjacent areas or disposed of as directed by the Engineer so that the completed surfa e will present a sightly appearance. The sodded ar as shall be thoroughly watered immediately after they are planted and shall be subseq ently watered at such times and in a manner and quantity directed by the Engineer until c mpletion and final acceptance of the project by'the City of Fort Worth. 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground , providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a . General. All s ed used must carry a Texas Testing Seed label showing purity and germination , na 'T'e, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers . A sample of each variety J f seed shall be furnished for analysis and testing when directed by the Engineer. 02114/07 The specified s ed shall equal or exceed the following percentages of Purity germination: Purity Germination Common ermuda Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescllle 95% 90% Western '{Vheatgrass 95% 90% Buffalo G rass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RA TE (lbs.); Pure Live Seed (PLS) Dates Feb 1 to May 1 Mixture for Clay or Tight Soils (Eastern Sections) Be rmudagrass 40 Buffalograss 60 (Western Sections) Buffalograss 80 Bermudagrass 20 Total: 100 Total: 100 Mixture for Sandy Soils (All Sections) Bermudagrass 60 Buffalograss 40 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RA TE; (lb.) Pure Live Seed (PLS) Dates (All Sections) SC-33 and PART D -SPECIAL CONDITIONS Aug 15 to May 1 Tall Fescue Western Wheatgrass Annual Rye Total : 50 50 50 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described . a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b . Finishing . Where applicable, the shoulders , slopes , and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun . BROADCAST SEEDING : The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained . "Finishing" as specified in Section D-45, Construction Methods , is not applicable since no seed bed preparation is required. DISCED SEEDING: So il over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing". in Section 0-45 , Construction Methods. The seed , or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather tha n by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type . All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed . The area shall then be finished to line and grade as specified under "Finishing" in Sectio n D- 45, Construction Methods . Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened . After the watering, when the ground has become sufficiently dry to be loose and pliable , the seed , or seed mixture specified , shall then be planted at the rate required and the application shall be made . uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of 02114/07 SC-34 PART D -SPECIAL CONDITIONS I approximately one-quarter (1/4) inch . The planted surface area and giving a smooth surface without ruts or tra cks . In between the time compacting is completed and the asphalt is applied, the plante~ area shall be watered sufficiently to assure uniform moisture from the surface to a minim ~m of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts , Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings , or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool sea on species have been planted may be replanted beginning February 1 with warm seasons ecies as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. he cool season species shall be mowed down to a height of one (1) inch to insure that slit-se ding equipment will be able to cut through the turf and achieve adequate soil penetration . * Slit-seeding , is ac ieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cult packer wheel. 4. HYDROMULCH SE ~DING : If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and have a germination ~te of 90%. Contractor shall ensure that the grass establishes . 5. CONSTRUCTION ,ITHIN PARK AREAS TURF RESTORATI ON OF PARK AREAS : FERTILIZER DESCRIPTION : "Fe!ilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications . MA TE RIALS: All fe ilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-f> or 16-5-8 or having the analysis shown on the Drawings . The figures in the analysis repr,sent the percent of nitrogen, phosphoric acid , and potash nutrients respectively · as determined by the methods of the Association of Official Agricultural Chemists. In the event it is nec;ssary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration . Total amount of nutrients furnished and applied per acre shall equal or exceed ·that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or ~ranulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physica l cond ition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilize r as a particular item of work shall meet the approval of the Engineer. 02114!07 SC-35 PART D -SPECIAL CONDITIONS Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources . Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating ( except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications . The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. 0-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 02114/07 SC-36 - PART D -SPECIAL CONDITIONS 7. Prior to the fina inspection being conducted for the project, the contractor shall contact the city inspector i writing when the entire project or a designated portion of the project is substantially co plete . 8. The inspector long with appropriate City staff and the City's consultant shall make an inspection of th substantially completed work and prepare and submit to the contractor a list of items nee ing to be completed or corrected. 9 . The contractor hall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all Jhe items have been completed or corrected . 10. Payment for substantial completion inspection as well as final inspection shall be subsidiary to ~ project price. Contractor shall still be required to address all other deficiencies, wh ich are discovered at the time of final inspection. 11. Final inspectio~ shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C -GENERAL CONDITIONS. 0-48 EXCAVATION EAR TREES (WHERE IDENTIFIED ON THE PLANS) 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunk , and tree roots at each work site. All such measures shall be considered as incidental w k included in the Contract Unit Price bid for applicable pipe or structure installation exce t for short tunneling/tree augering. 2. Any and all tree located within the equipment operating area at each work site shall, at the direction oft e Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree oot system between tree and the construction area . 3. Contractor shall nspect each work site in advance and arrange to have any tree limbs pruned that mig t be damaged by equipment operations. The Engineer shall be notified at least 24 hours p ior to any tree trimming work. No trimming work will be permitted within private property ithout written permission of the Owner. 4. Nothing shall be tored over the tree root system within the drip line area of any tree. 5. Before excavatio (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction sh II be removed and replaced with the same type and diameter tree at the contractor's expense . 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures . 9. Short tunn~ling s all consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. 02114/07 SC-37 PART D -SPECIAL CONDITIONS D-49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated . The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-50 CLAY DAM Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction , figure in the Drawings in these Specifications, at locations indicated on t he Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench . Construct ion material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation . D-51 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prio r to construction , in accordance with item D-6 . At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a re port of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility , the contractor shall contact the engineer immediately for appropriate design modifications . The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys , and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun . D-52 INSTALLATION OF WATER FACILITIES 02114/07 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents . Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 52.2 Blocking Concrete blocking on this Project will necessarily be requ ired as shown on the Plans and shall be installed in accordance with the General Contract Documents . All valves shall have concrete blocking provided for supporting . No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. SC-38 - PART D .. SPECIAL CONDITIONS 52.3 Type of Casing Pipe 1. WATER: The casing pi e for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Ele trically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 a d E1-9 in Material Specifications of General Contract Documents and Specifications J r Water Department Projects. The steel casing pipe shall be supplied as follows : For the inside a d outside of casing pipe, coal-tar protective coating in accordance with the requirement of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing . Installation shall be as recommended by the Manufacturer. 2. SEWER: Boring used on his project shall be in accordance with the material standard E1-15 and Construction sta dard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 52.4 Tie-Ins The Contractor hall be responsible for making tie-ins to the existing water mains. It shall be the responsi ility of the Contractor to verify the exact location and elevation of the existing line tie-i s. And any differences in locations and elevation of existing line tie-ins between the c tract drawings and what may be encountered in the field shall be considered as i~cidental to construction. The cost of making tie-ins to existing water or sanitary sewer niains shall be included in the linear foot bid price of the pipe . 52.5 Connection of Existing Mains -The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences n locations, elevation, configuration, and or angulation of existing lines between the cojract drawings and what inay be encountered in the said work shall be ~onsidered as in idental to construct(on . Where it is re~uired to shut down_ existing _mains m order to mak proposed connections, such down time shall be coordinated with the Engineer, and al efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871 -7813, at least 48-hours prior to the required shut down time . The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C -GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CO ~TRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall otify the customer both personally and in writing as to the location, time, and schedule oft e service interruption. I 02114/07 SC-39 PART D -SPECIAL CONDITIONS The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size . 52.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in t he new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection . All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 52. 7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box st.,all be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water serviGe . replacement or relocation is 02114/07 required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. SC-40 - - - PART D .. SPECIAL CONDITIONS Payment for a I work and materials such as backfill, fittings, type K copper tubing, curb stop with lock ings, service line adjustment, and any relocation of up to 12-inches from center line exi ing meter location to center line proposed meter location shall be included in the Linear oot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any v rtical adjustment of customer service line within the 5 foot area shall be subsidiary to th service installation . Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main . 1. WATER SERV CE RECONNECTION : Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess f five (5) feet from Main to five (5) feet behind the Meter. 2 . WATER SERVI E METER AND METER BOX RELOCATIONS: When the replacement and relocation f a water service and meter box is required and the location of the meter and meter box moved more than twelve (12) inches, as measured from the center line of the existing eter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a lin e extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately . Relocations made along the centerline will b paid of in feet of copper service line. When relocatio of service meter and meter box is required , payment for all work and materials such s backfill, fittings, five (5) feet of type K copper service and all materials , labor, and equi ent used by and for the licensed plumber shall be included in the price bid for the servi e meter relocation . All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one servi meter and meter box relocation. 4 . NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box . ;einforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meter or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A Reinforced Plastic Water Meter Boxes . 02114/07 Payment for all work and materials such as backfill, fittings , type K copper tubing , and curb stop with lock wi ngs shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all ~rk and materials such as tap saddle , corporation stops, and fittings shall be included in th price bid for Service Taps to Mains. Payment for all rk and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box . SC-41 PART D -SPECIAL CONDITIONS 1. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing serv ice meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 52.8 2-lnch Temporary Service Line A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have seve red water service during said work . The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service . A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the met~rs at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the Contractor -will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible . At the pre-construction conference the contractor will 02/14JfJ7 SC-42 .... - 02114/07 PART D -SPECIAL CONDITIONS advise the inspector of the number of meters that will be needed along with the locations where they wi h be used . The inspector will deliver the hydrant meters to the locations . After installation, the contractor will take full responsibility for the meters until such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsib ility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for tho I e repairs . The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 52.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The City will provide all water for INITIAL cleaning and sterilization of water lines . All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by th! Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a c lorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated wa er shall be disposed of in the sanitary sewer system . Should a sanitary sewer not be a ailable , chlorinated water shall be "de-chlorinated" prior to disposal. The line may not b placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity . Purging and ste ilization of the water lines shall be considered as .incidental to the project and all costs in urred will be considered to be included in the linear foot bid price of the pipe . 52.10 Work Near Pressure Plane Boundaries Contractor shall E ke note that the water line to be replaced under this contract may cross or may be in clo e proximity to an existing pressure plane boundary. Care shall be taken to ensure all ' ressure plane" valves installed are installed closed and no cross connections are I ade between pressure planes 52.11 Water Sample Station GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water mete r vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate ater sampling station will be furnished to the Contractor free of charge; however, the C ntractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required}, corporation stops , and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper SC-43 PART D -SPECIAL CONDITIONS setvice line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations . PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Seivice Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper setvice line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 52.12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS : All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E 1-13 and Construction Specification E2-13 . Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle . Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-53 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D-54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers . Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. · D-55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition . D-56 TREE PRUNING 02/14/07 SC-44 - - PART D -SPECIAL CONDITIONS A. REFERENCES National Arborist Association 's "Pruning Standards for Shade Trees". B. ROOT PRUNI G EQUIPMENT 1. Vibratory K ife 2. Vermeer V-550RC Root Pruner C. NATURAL RES URCES PROTECTION FENCE 3. Steel "r = ar stakes, 6 feet long . 4. Smooth Horse-Wire : 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. . . 6. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh b eking as shown on the Drawings . D. ROOT PRUNIN 7. Survey and take location of root pruning trenches as shown on drawings. 8. Using the a roved specified equipment, make a cut a minimum of 36 inches deep in order to mini ize damage to the undisturbed root zone . 9. Backfill and ~ompact the trench immediately after trenching. 10. Place a 3-fo6t wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 11 . Within 24 h urs, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature nd minimize water loss due to evaporation. ' . 1·2. Limit any gra ing work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment a d protection. E. MULCHING: A ply 2-inches to 4-inches of wood chips from trimming or clearing operation on are s designated by the Engineer. F. Tree Pruning sha I be considered subsidiary to the project contract price. D-57 TREE REMOVAL Trees to be removed sh all be removed using applicable methods, including stump and root ball removal , loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead ,nd buried. The Contractor shall immediately repair or replace any damage to utilitie~ and l!>rivate property including, but not limited to, water and sewer services , pavement, fences , walls,1 sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temp rary service costs, shall be considered subsid iary to the project contract price and no additional p yment will be allowed . · 02114/07 SC-45 PART D -SPECIAL CONDITIONS D-58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock , if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to t he discretion of such prospective bidders . If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs . It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated . The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. D-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction . The notice shall be prepared as follows : The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contract or's letterhead and shall include , the following information : Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone ·number. A sample of the 'pre-construction notification' flyer is attached . The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information: Name of the project, DOE number, the date of the interruption of service , the period the interruption will take place, the name of the contractor's foreman and his phone number and the 02114/07 SC-46 PART D -SPECIAL CONDITIONS name of the City's ins ector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the tempera interruption notification shall be delivered to the inspector for his review prior to being distribut d. The contractor shall not be permitted to proceed with interruption of water service until the yer has been delivered to all affected residents and businesses . Electronic versions oft e sample flyers can be obtained from the Construction office at (817) 871- 8306 . All work involved with t e notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made . 0-60 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SS D) of the Transportation/Public Works Department to install the markings, the contractor shall con act SSMD at (817) 871-8770 and shall reimburse SSMD for all costs incurred, both labor an material. No additional compensation shall be made to the contractor for this reimbursement. 0-61 SANITARY S ER SERVICE CLEANOUTS Whenever a sanitary s er service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as riveways , streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout s ack and cap shall ~ cast iron. Payment for all work a materials necessary for the installation of the two-way service cleanout which are required to pr vide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanit ry Sewer Service Cleanouts. 0-62 TEMPORARY P VEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temj orary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay ite . The contractor shall b responsible for maintaining the temporary pavement until the paving contractor has mobilized . The paving contractor shall assume maintenance responsibility upon such mobilization . No additional compensation shall be made for maintaining the temporary pavement. 0-63 CONSTRUCTI01 STAKES . The City, through its Su~eyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework. These st$kes shall be set sufficiently in advance to avoid delay whenever practical. One set of stak,bs shall be set for all utility construction (water, sanitary sewer, drainage 02114!07 SC-47 PART D -SPECIAL CONDITIONS etc .), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving . It shall be the sole responsibility of the Contractor to preserve, maintain , transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished . If the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed , or disturbed , to prevent the proper prosecution and control of the work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted , and time will continue to be charged in accordance with the Contract Documents. D-64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property . The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities , such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry , it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subj ect property. This shall be subsidiary to the contract. The agreements , which the City has obtai ned, are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obt ain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property . Contractor shall adhere to all requirements of Paragraph C6-6.1 O of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required . No additional payment will be allowed for this item . The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for thoroughly reviewing, understanding and complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all fla men during construction in railroad/a ency right-of-way . For railroad ermits, an and all · e D-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin on th is project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date , and answer any construction related 02114/07 SC-48 - PART D -SPECIAL CONDITIONS questions. Every effo t will be made to schedule the neighborhood meeting within the two weeks following the pre-cons ruction conference but in no case will construction be allowed to begin until this meeting is 1eld. 0-66 WAGE RATES Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates . The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), includ in g 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. Penalty for Violation. A contractor or any su bcontractor who does not pay the prevailing wage shall, upon demand made by the City , pay 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 penal shall be retained by the City to offset its administrative costs, pursuant to Texas Government Co e 2258.023. Com laints of Violatio s and Ci 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, bef ore the 31st day after the date the City receives the information , as to whether good cause ex jsts 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 , he City shall retain the full amounts claimed by the claimant or claimants as the difference betwe n wages paid and wages due under the prevailing wage rates , such amounts being subtract d from successive progress payments pending a final determination of the violation . 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 c ity or an affected worker, shall be submitted to binding arbitration in accordance with the Te~as General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the d9te the City makes its initial determination pursuant to paragraph ( c) above. If the persons required to arbitrate under this section do not agree on ari 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 ar.bitrator is \final and binding on all parties and may be enforced in any court of competent jurisdiction . 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 contrac}or 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 the Audit section of these contract documents shall pertain to this inspection. Pay Estimates. 02114/07 SC-49 PART D -SPECIAL CONDITIONS With each partial payment esti mate 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. Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 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. (Wage rates are attached at the end of this section.) (Attached) D-67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A It is the intent of the City of Fort Worth to comply with the requirements of the Asbest os National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61 , Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with NESHAP . Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance , regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas Department of Health. The notification must be filed at least ten days prior to remova l of the material. If it remains in its non -friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City . of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable . The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents. 02114to7 SC-50 PART D -SPECIAL CONDITIONS D-68 STORM WAT POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined b Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Disch rge Elimination System (TPDES) General Construction Permit is required for all construction acti ities that result in the disturbance of one to five acres (Small Construction Activity) or five or mor acres of total land (Large Construction Activity). The contractor is defined as an "operator" by sta e regulations and is required to obtain a permit. Information concerning the permit can be obtai ned through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in BMP Manual will necessarily appiy to this project. Best Management Practices are construct n management techniques that, if properly utilized, can minimize the need for physical contr Is and possible reduce costs. The methods of control shall result in minimum sediment ret tion of not less than 70%. NOTICE OF INTENT 01 : If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a co mitment that the contractor understands the requirements of the permit for storm water dischar es from construction activities and that measures will be taken to implement and maintai storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The NOi shall be mail to: Texas Commissi non Environmental Quality Storm Water & eneral Permits Team; MC-228 P.O . Box 13087 Austin , TX 7871 -3087 A copy of the NOi shall e sent to: City of Fort Wortl!i , Department of E~vironrnental Management 5000 MLK FreeWpy Fort Worth, TX 16119 NOTICE OF TERMINATION (NOD: For all sites that qualify as Large Construction Activity, the contractor shall sign, priq r to final payment , a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mail d to: 02114/07 Texas Commissiqn on Environmental Quality Storm Water & Ge neral Perrr1its Team ; MC-228 P.O . Box 13087 Austin, TX 78711-3087 SC-51 PART D -SPECIAL CONDITIONS STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering . The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOi) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOi form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract doc.uments. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. 0-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative. The Contractor shall not operate water line valves of existing water system . Failure to comply will render the Contractor in violation of Texas 02114!07 SC-52 PART D -SPECIAL CONDITIONS Penal Code Title 7, Ch pter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. D-70 ADDITIONAL S BMITTALS FOR CONTRACT AWARD The City reserves the ri ht to require any pre-qualified contractor who is the apparent low bidder(s) for a project t submit such additional information as the City, in sole discretion may require, including but n limited to manpower and equipment records, information about key personnel to be assign to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deli.ver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment o~the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may be grounds for reje ting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of ~ recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notifie of unsatisfactory performance and/or of failure to maintain the contract schedule, the following rocess shall be applicable: The work progress on al construction projects will be closely monitored . On a bi-monthly basis the percentage of work ompleted will be compared to the percentage of time charged to the contract. If the amount o work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by f hange order), the following proactive measures will be taken: 1. A letter will b1 mailed to the contractor by certified mail, return receipt requested demanding t at, within 10 days from the date that the letter is received, it provide sufficient equ pment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to th City an updated schedule showing how the project will be completed within the co tract time. 2. The Project anager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed . 3. Any notice th Jt may, in the City's sole discretion, be required to be provided to interested ind ividuals will distributed by the Engineering Department's Public Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the contract r fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior-to the completion of the contract, the bonding company will be notified appro riately. 02114/07 SC-53 PART D -SPECIAL CONDITIONS 0-72 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m . -10:00 a.m . being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION .. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day . On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. -6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 0-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as follows: 1. The street permit fee is $50 .00 per permit with payment due at the time of permit application. 2. A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re-inspection. Payment by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 02114/07 SC-54 - 02114/07 PART D -SPECIAL CONDITIONS ----;. (To be printed on Contractor's Letterhead) Date : ___ _ DOENo:3176 . PR JECT _NAME:Main CIC4B Sanitary Sewer Drainage Area Part IS MAPSCO LOCATION: 76L . LIMITS OF [CONST.: West of9111 Avenue along FWWR between Rosedale and Oleander ~timated Duration of Construction on your Street : <XX> days . THIS IS TO NFORM YOU THAT UNDER . A CONTRACT WITH THE CITY OF F RT WORTH, OUR COMPANY WILL REHABILITATE SEWER L SON OR AROUND YOUR PROPERTY. ION WILL BEGIN APPROXIMATELY ,SEVEN DAYS ATE OF THIS NOTICE. IF YOU HA QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER SSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTEND ENI'> AT <TELEPHONE NO.> OR 1 Mr. <CITY INS*CTOR> AT <TELEPHONE NO.> AFTER 4:30 P~ OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. SC-55 PART D -SPECIAL CONDITIONS = ' i'i r I,,,, 'I I ., J /_I '' 'j 1 r ,1 , > {. ~ I ' ' Classifications Hourly Rates Classifications Hrly Rts ~ir Tool Operator $10.06 Scraper Operator $11 .42 ~sphalt Raker $11.01 Servicer $12 .32 ~sphalt Shoveler $8 .80 Slip Fonn Machine Operator $12.33 ~sphalt Distributor Operator $13.99 Spreader Box Operator $10 .92 ~sphalt Paving Machine Operator $12 .78 Tractor operator, Crawler Type $12.60 IBatching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator $9.88 rTraveling Mixer Operator $12.03 Bulldozer operator $13.22 iTruck Driver-Single Axle (Light) $10 .91 Carpenter (Rough) $12.80 rrruck Driver-Single Axle (Heavy) $11.47 Concrete Finisher-Paving $12 .85 rrruck Driver-Tandem Axle Semi-Trailer $11.75 Concrete Finisher -Structures $13 .27 iTruck Driver-Lowboy/Float $14.93 Concrete Paving Curbing Mach. Oper. $12 .00 rrruck Driver-Transit Mix $12.08 Concrete Paving Finishing Mach. Oper. $13 .63 Wagon Drill, Boring Machine, Post Hole $14.00 Driller Concrete Paving Joint Sealer Oper. $12.50 Welder $13.57 Concrete Paving Saw Oper. $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving Spreader Oper. $14 .50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, $14.12 Oragline, Shovel Electrician $18 .12 Flagger $8.43 Fonn Builder-Structures $11.63 Fonn Setter-Paving & Curbs $11 .83 foundation Drill Operator, Crawler Mounted $13 .67 Foundation Drill Operator, Truck Mounted $16 .30 !Front End Loader $12.62 laborer-Common $9.18 laborer-Utility $10.65 Mechanic $16 .97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11 .58 Motor Grader Operator (Fine Grade) $15 .20 Motor Grader Operator, Rough Oiler $14 .50 Painter, Structures $13.17 Pavement Marking Machine Oper. $10 .04 Pipe Layer $11 .04 Roller, Steel Wheel Plant-Mix Pavements $11 .28 Roller, Steel Wheel Other Flatwheel or $10 .92 Tamping Roller, Pneumatic, Self-Propelled Scraper $11.07 Reinforcing Steel Setter (Paving) $14.86 Reinforcing Steel Setter (Structure) $16.29 02114/07 SC-56 - 02114/07 PART D -SPECIAL CONDITIONS Date:--~-- DOENO.XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO TILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON _______ _ BETWEEN E HOURS OF AND _____ _ IF YOU HA QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT _________ _ (CON CTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT ___________ _ (CITY l NSPECTOR) . (TELEPHONE NUMBER) l INCONVENIENCE WILL BE AS SHORT AS POSSfflLE. THANK YO~, ---~------___.,CONTRACTOR SC-57 PART D -SPECIAL CONDITIONS F TEXAS DEPARTMENT OF HEALTH i1'J DEMOLITION/ RENOVATtON NOTiFICATJON FORM 02114/07 NOTE: CIRCLE ITEMS THAT ARE AMENDED T I) H NOTIFICATION# 1) ~lemenl Contre.ctor: _______ ~ _________ TOH 1-icen~. ---se-:Nu-=--_m....,.b-er. ____ _ Address: City: state: ____ zip: --- nff'iN.iPh e •Nutnbe r: _( ,...->-· ------------:J_ob ·$1te P.hone Number:..._ _______ ....-. _____ __:._ Sitil~~MS<J r' . = TDl:tTuoeii&e rlu~r. -sitw SilJ:!8 r: . · tbtt c1cense·Numoer. ___________ ..;..;;._ ' Tr$itlet{On~lte NESHAP lndMdual·._ ___________ ___:Cer1ifi(.ation Date; ________ _ Demolition Con1tactor: ___________ ..,,.,. __ omce Phone Numbe . .._..__ ________ _ Address : City: Slate: __ ---'Zip:. ___ _ 2) Project Consullanl or Operator. ___________________ TOH UQense N1.1mber. ____ _ Mailing Addtess: . '; Clfy:-: -_ ·~. -~-~S~-1$1$~. -::_·-:_:_":_:_-:._-=;ap;=--,~~:====-=o-=fflce,......,.,P=,tlon--.-,f-:-,N""'um-be,--r:""·,---=--------- 3) Facllrty°""1er.._ _____________ -::-:------------------ Altention :.~----------------------------------t.teilng Adcltess · _ City; ~: Zip· Owner Phone Number._( ..,,) ___ _ , "!N~~ThJ ,l~ce foJ ~ ,oti.~on fa!i ~II be fl.:9!'1l ti> UM ,own« of d'le bulldill!G and ttle bllllng. addN$1 tor th• JIIYOic1 wlll he obt,lnod from the Information 1hat Is pto\lldod In thl& aection. 4) Description or Faclity Name :·-------~-------....---------------P~I AddrQSs;,....,....=· .,...,. ________ County: City. Zip,. ___ _ F~clllly'Ph one Number(_ ) Fac;iity Contact Person: ___________ _ Desctiplion of Area/Room N1.1mber.,----~-----------------------~ Poor Use : Future.use: ________________ _ ~ Age of BuRdlrig}Faclllty: Sim: Number of floors· School (K-12): a YES o· NO Iii 5) Tm of Work CJ Demolition o Renovation (Abatement) o AnnuaJ Coruiotidated D Evening D Night O ~c:i F'tOject '· '(.~~·be\t1,1 ri 119: Cl Day ~lloo of work schedule: ~ .. ,.;:.. ' €. }"""' ·-----'------~----------------- 6) ls this a PObltc BUIiding? 0 YES N6SHAP-Ooly Faelllty'? D YES Cl NO Federal F~clllty? DYES O NO Industrial Site? DYES ONO D NO Is Bulldl"(I/Faclli'ly Occupied? Cl YES O NO 7) ~if~ionType CHECK ONLY ONE O Origin~ (10 Wortdng pays> a CanceUation D Amerte;lment o Erner;em;:ylOrdend l· . " ·11 If this Is an amendm8'11 , wh ich amendment ru.imber Is this?_ (Enclose copy of orlg1nal andJor last amendment) If en ern~rgency. who did you talk with ~ mH? _ Emergency#· 1 QB!e-....~:.HQur of ,En:u1jgancy (11tl™M!QQN'()· ' . · ,. . , · , · .,. · Oesetfl)tiOn of !tie $1.idden., unexpected event and expl811atlon of how the event caused unsafe CQnditioile or Would cause equipment damage (computers , machinery, etc·--------~------------ B) ~etl~n 6f pl'Q(:edlJfeS lo be followed In the event. that ooexpectad asbestos is found Qr PJe\lio\1$1y non•friable a~~tas material becom!S aumbt~. plJly(lrized, (l( t(ldU(l(ld I¢ pawder. _____________ _ J!) W@G an fwbestos ~rvey performed? a . YES D NO Dale: / / · TOH Inspector Lieense No: ______ _ . "Ao!!M!cal Method : D PLM D TEM D Assumed TOH LebO!'a~ Lloel\$:e No :..,.,.,, __ ,..,.....,......,. (For TAfiPA (publtc buiding) p ... ~.: en easumption ITl\lsl be "macfe by -~ TOH Ucansed lnsi,ectar} 10) Qescription of plamned demolition or renovation work., type of materie~ and method(s) to be used . ._· ------ 11) Dascrjpilon of W()d( Prtielie:ee end engineering controls to be used 10 prevent emissions of $SbeSIQ$ ~t ttie delJI Olitlorfienoveffon • . . . · . r •. __ . • SC-58 PART D -SPECIAL CONDITIONS j 5.f _.F..or 111 . raily1Jns.ourMi f~lillles t' attach a copy~ &a•n ordet an~. identify 69Yemmeotal Official below: ·Name:,-. . ·Re.glstratlcia No; . . ru,:-.;_· . .,. _.~ .... -=--· . Cafe of·orde((MMfOO/W} 1-I Oate ·btder to l?eQ!ri (MM,l'DD/YY) . I -'~~J ~iea'~~-of As~~ Abat~ent(~~ -~~_'. .I I QxTI~ete: I I ·17) ,~1J .oatee DernolfflonlRenovation (MMID~ .Sum: . 1 I . Cc:implete; I :~·Notii: If the -.Lirt:11111e ondl'ls DQPJ!~ ·· ·· C:in . ·. · · -i....'mii(lho'TDH a""'kina1 or ·1.oca1 Pro · · ·. · omce'--:Mu&t-. _._,_be_eon1a ..... ,..., --eta...,_ ·-d ...... bJ,...._ ·p6~i, ~if!~~~,~~:if,~,J:i ~.1~~1~~;:~ ~'n~~~'fn-~#~1,oJAJtf~~~~s.~ij_~,--· · . ..·)··· ···. ' ,11:i9teb · c:ierfifv 1t1at •.a11 information I. have -vfdea Is &nict, 'CCi 1•. and 1rue 1ri U1e 6esf ~« m Jfuowted e. Hitknowled e that r a~v P:"~~i--r"for,att me'.cts cf ib!'°~nJ,iind.~~, .. ·t>ut not Umiu '': .c ttlrit a~ 's ulim r~:ro~ ciatei. The !lJ ·rnaxtrnum~1~!s19(~~~r ciirfl,eF\iiol1itkiir ' ·· --· ·· ~ g. · · · --~ ~ · ··· ·· ·-· -· · · · C .L . '(T:el!;!p,hone) .( } . .. ·.' ·. {FaxNum~)-. ·.•.' 02114/07 SC-59 PART DA ADDITIONAL SPECIAL CONDITIONS DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 DA-8 DA-9 DA-10 DA-11 DA-12 DA-13 DA-14 DA-15 DA-16 DA-17 DA-18 DA-19 DA-20 DA-21 DA-22 DA-23 DA-24 DA-25 DA:.25 DA-27 DA-28 DA-29 DA-30 DA-31 DA-32 DA-33 DA-34 DA-35 DA-36 DA-37 DA-38 DA-39 DA-40 DA-41 b"ta DA-43 DA-44 DA-45 11/02104 PART DA -ADDITIONAL SPECIAL CONDITIONS AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS {OMITTED) ..... 4 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED) ........................... 4 PIPE ENLARGEMENT SYSTEM {OMITTED) ............................................................... 4 FOLD AND FORM PIPE {OMITTED) ............................................................................. 4 SLIPLINING (OMITTED) ............................................................................................... 4 PIPE INSTALLED BY OTHER THAN OPEN CUT {OMITTED) .................................... 4 TYPE OF CASING PIPE {OMITTED) ............................................................................ 4 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR (OMITTED) ........................... 4 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ...•............... 4 MANHOLE REHABILITATION {OMITTED) .................................................................. 7 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED) ............ 7 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM (OMITTED).. .......................... · ................................. · ......................................................................... 7 INTERIOR MANHOLE COATING -QUADEX SYSTEM (OMITTED) ............................ 7 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM ....................................... 7 INTERIOR MANHOLE COATING-RAVEN LINING SYSTEM ..................................... 9 'INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER (OMITTED) ................................................................................................................... 12 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMITTED) ................. 12 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) .............................................. 12 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTED) ........................... 13 PRESSURE GROUTING (OMITTED).. ........................................................................ 13 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) ........................ 13 FIBERGLASS MANHOLES (OMITTED) ............... , ..................................................... 13 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES(OMITTED)13 REPLACEMENT OF CONCRETE CURB AND GUTTER ........................................... 13 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ................................................... 13 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ........................................... 14 GRADED CRUSHED STONES ................................................................................... 14 WEDGE MILLING 2" TOO" DEPTH 5.0' WIDE (OMITTED) ....................................... 14 BUTT JOINTS -MILLED (OMITTED) .......................................................................... 15 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIXl..; ................................................. 15 REPLACEMENT OF 7" CONCRETE VALLEY GOTTER (OMITTED) ........................ 15 NEW 7" CONCRETE VALLEY GUTTER (OMITTED) ................................................ 15 NEW 4" STANDARD WHEELCHAIR RAMP (OMITTED) ........................................... 15 8" PAVEMENT PULVERIZATION (OMITTED) ........................................................... 15 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUTI (OMITTED) ..... 15 RAISED PAVEMENT MARKERS (OMITTED) ............................................................ 16 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITTED) ····················································· · ............................................................................... 16 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTED) ............................................................ ..' .. : ................................ ~ .... : ............ 16 . ROCK RIPRAP .. GROUT-FILTER FABRIC .............................................................. 16 CONCRETE RIPRAP ...................... ; ................................................. , ..................•....... 19 CONCRETE CYLINDER PIPE AND FlmNGS {OMITTED) ....................................... 20 Ho~'tll"ti1:We ffliAcBWi'i:'f$11i ........................................................... 20 UNCLASSIFIED STREET EXCAVATION ................................................................... 20 6" PERFORATED PIPE SUBDRAIN (OMITTED) ....................................................... 20 REPLACEMENT OF 4" CONCRETE SIDEWALKS ................................................... 21 ASC-1 DA-46 DA-47 DA-48 DA-49 DA-50 DA-51 DA-52 DA-53 •• DA-55 fi>?tWj DA-57 DA-58 DA-59 DA-60 DA-61 DA-62 DA-63 DA-64 DA-65 DA-66 DA-67 DA-68 DA-69 DA-70 DA-71 DA-72 DA-73 DA-74 DA-76 DA-76 DA-77 DA-78 DA-79 DA-80 DA-81 DA-82 DA-83 DA-84 DA-85 DA-86 DA-87 DA-88 DA-89 DA-90 DA-91 11/02/04 PART DA -ADDITIONAL SPECIAL CONDITIONS RECOMMENDED SEQUENCE OF CONSTRUCTION (OMITTED) ............................ 21 PAVEMENT REPAIR IN PARKING AREA (OMITTED) .............................................. 21 EASEMENTS AND PERMITS ..................................................................................... 21 HIGHWAY REQUIREMENTS (OMITTED) .................................................................. 21 CONCRETE ENCASEMENT ....................................................................................... 21 CONNECTION TO EXISTING STRUCTURES ............................................................ 22 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMITTED) ............ 22 · OPEN FIRE LINE INSTALLATIONS (OMITTED) ....................................................... 22 Wl@lllliRillllfla1 (OMITTED) ............................... · ..................................... 22 CURB ON CONCRETE PAVEMENT (OMITTED).. ..................................................... 22 SR)tBDRAW,IR~J ............ : ............................................... : ......... : ............................... 22 COST BREAKDOWN (OMITTED).. ............................................................................. 23 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (OMITTED) ............. 23 H.M.A.C. MORE THAN 9 INCHES DEEP (OMITTED) ................................................ 23 ASPHALT DRIVEWAY REPAIR ............................................ : .................................... 23 TOP SOIL ........................ .-...... · ............. ; ............................ ; .......... ; ............................... 23 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT (OMITTED) .............................................................................................................. : ......... ; ............ 23 BID QUANTITIES .. , ..................................................................... ., ............................... 23 WORK IN HIGHWAY RIGHT OF WAY (OMITTED)~ ................................................... 24 CRUSHED LIMESTONE (FLEX-BASE) ...................................................................... 24 OPTION TO RENEW (OMITTED) ................................................................................ 24 NON-EXCLUS1VE 'C0NTRACT. (OMITTED) ................................................................ 24 CONCRETE VALLEY GUTTER (OMITTED).. .......... : .................................................. 24 TRAFFIC BUTTONS (OMITTED) ................................................................................ 24 PAVEMENT STRIPING .•.... : ........................................................................................ 24 H.M.A.C. TESTING PROCEDURES ............................................................................ 25 SPECIFICATION REFERENCES .................................. ; .................... .-........................ 25 . - RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX ........................................................................................................ 25 RESILIENT-SEATED GATE VALVES (OMITTED) ..................................................... 26 EMERGENCY SITUATION, JOB MOVE-IN (OMITTED) ............................................ 26 1 Y2" & 2" COPPER SERVICES (OMITTED) .............................................................. 26 SCOPE OF WORK (UTIL. CUTf(OMITTED) ............................. ; ................................ 26 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) (OMITTED) .................................. 26 CONTRACT TIME (UTIL. CUT) {OMITTED) ........................ : ...................................... 26 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMITTED).. ........... 26 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMITTED) ............................... 26 LIQUIDATED DAMAGES (UTIL. CUT) (OMITTEDL ............ : ..................................... 26 PAVING REPAIR EDGES (UTIL. CUT) (OMITTED) ................................................... 26 TRENCH BACKFILL (UTIL. CUT) (OMITTED) ............... , ........................................... 26 CLEAN-UP (UTIL. CUT) (OMITTED) .......................................................................... 27 PROPERTY ACCESS (UTIL. CUT) (OMITTED) ......................................................... 27 SUBMISSION OF BIDS (UTIL. CUT) (OMITTED) ............. : .......................................... 27 STANDARD BASE REPAIR ·FOR UNIT I (UTIL. CUT) (OMITTED) ...... : ........ : ........... 27 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (UTIL. CUT) (OMITTED) ......... 27 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) (OMITTEDt .. , ...................................... 27 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) (OMITTED) ..................................... : ........................... : .......... · ........................................ 27 ASC-2 DA-92 DA-93 DA-94 DA-95 DA-96 DA-97 DA-98 DA-99 DA-100 DA-101 DA-102 DA-103 DA-104 DA-106 DA-106 DA-107 DA-108 DA-109 DA-110 DA-111 DA-112 DA-113 DA-114 DA-116 DA-116 DA-117 DA-118 11/02/04 PART DA -ADDITIONAL SPECIAL CONDITIONS MAINTENANCE BOND (UTIL. CUT) (OMITTED) ....................................................... 27 BRICK PAVEMENT (UTIL. CUT) (OMITTED) ............................................................. 27 LIME STABILIZED SUBGRADE (UTIL. CUT) (OMITTED) ......................................... 27 CEMENT STABILIZED SUBGRADE (UTIL. CUT) (OMITTED) .................................. 27 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) (OMITTED) ..................... 27 "QUICK-SET' CONCRETE (UTIL. CUT) (OMITTED) ................................................. 28 UTILITY ADJUSTMENT (UTIL. CUT) (OMITTED}.. .................................................... 28 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (OMITTED) ................................................................................................................... 28 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) (OMITTED) ............... 28 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMITTED) ................................. 28 PAYMENT (UTIL. CUT) (OMITTED) ....................................................................... 28 DEHOLES (MISC. EXT.) .......................................................................................... 28 CONSTRUCTION LIMITATIONS (MISC. EXT.) (OMITTED) ................................... 28 PRESSURE CLEANING AND TESTING (MISC. EXT.) (OMITTED) ....................... 28 BID QUANTITIES (MISC. EXT.) (OMITTED) .......................................................... 28 LIFE OF CONTRACT (MISC. EXT.) (OMITTED) .................................................... 29 FLOWABLE FILL (MISC. EXT.) (OMITTED) .......................................................... 29 BRICK PAVEMENT REPAIR (MISC. REPL.l (OMITTED) ...................................... 29 DETERMINATION AND INITIATION OF WORK (MISC. REPL.l (OMITTED) ........ 29 WORK ORDER COMPLETION TIME (MISC. REPL.) (OMITTED) ......................... 29 MOVE IN CHARGES {MISC. REPL.) (OMITTED) ...... ~ ............................................ 29 PROJECT SIGNS (MISC. REPL.l (OMITTED) ........................................................ 29 LIQUIDATED DAMAGES {MISC. REPL.) (OMITTED>.. .......................................... 29 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMITTED) ........................ 29 FIELD OFFICE (OMITTED) ..................................................................................... 29 TRAFFIC CONTROL PLAN (OMITTED) ................................................................. 29 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMITTED) ............................................................................................................... 29 ASC-3 DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 DA-8 DA-9 A. 111{}2/04 PART DA -ADDITIONAL SPECIAL CONDITIONS AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS (OMITTED) PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMIITED) PIPE ENLARGEMENT SYSTEM (OMIITED) FOLD AND FORM PIPE (OMIITED) SLIPLINING (OMIITED) PIPE INSTALLED BY OTHER THAN OPEN CUT (OMIITED) TYPE OF CASING PIPE (OMITTED) SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR (OMITTED) PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION GENERAL: 1. 2. Scope: This section governs all work, materials and testing required for the application of interior protective coating . Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces . Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-14 and DA-15) and the Manufacturers recommendations and specifications . Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials , equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. ASC-4 .,--- PART DA -ADDITIONAL SPECIAL CONDITIONS 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations . 4 . Corrosion Protection : Corrosion protection may be required on all structures where high turbulence or high H2S content is expected . B. MATERIALS: 1. Scope : This section governs the materials required for completion of protective coating of designated structures. 2. Protective Coating : The protective coating shall be a proprietary two component, 100 percent solids , rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405 . 3 . Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex OM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM 0-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION : 1. 2. 11/02/04 General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: ASC-5 PART DA -ADDITIONAL SPECIAL CONDITIONS a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes , unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application . c. After all repairs have been completed , remove all loose material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough . The top of the structure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure . 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling , apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0 .125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch , before being subjected to active flow . 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 -VACUUM TESTING OF SANITARY SEWER MANHOLES . D. MEASUREMENT AND PAYMENT : Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench . The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the 111021fJ4 ASC-6 PART DA -ADDITIONAL SPECIAL CONDITIONS protective coating , shall be included in the above unit price . Grouting of the pipe seals , bench and trough , and lower portion of a particular structure , if required by the Engineer, shall be paid for separately , as specified in Section DA-10 , MANHOLE REHABILITATION. DA-10 MANHOLE REHABILITATION (OMIITED) DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMIITED) DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM (OMITIED) DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM (OMITIED) DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM A GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating . Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule . Interior manhole coating shall meet the requirements of this Section or of Section DA-12, DA-13, DA-15 , DA-16 or DA-17 . 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision , materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations . 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) ~ sprayed or trowelled on coating over the original interior surface. - B. MATERIALS 11!02!04 ASC-7 PART DA -ADDITIONAL SPECIAL CONDITIONS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, ri gid polyurethane system designated as Spray Wall as manufactured by Sprayroq , Inc. 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4 . Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows : Property Tensile Strength Flexural Stress Flexural Modulus 5. Mixing and Handling Standard ASTM D-638 ASTM 0-790 ASTM 0-790 Long Term Value 5,000 psi 10,000 psi 550 ,000 psi Mixing and handling of specialty cement material and interior, coating material , which may be toxic under certain conditions shall be in accordance with the recommendations of the manufadurer and in such _ a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subjed to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION 11/02/04 1. General 2. Manhole coating shall. not be installed until, sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. Temperature ASC-8 PART DA -ADDITIONAL SPECIAL CONDITIONS Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough . b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid , degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bencMrough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench . The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision , materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-15 INTERIOR.MANHOLE COATING -RAVEN LiNING SYSTEM A. GENERAL 11!02!04 ASC-9 PART DA -ADDITIONAL SPECIAL CONDITIONS 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating . Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section , or of Section DA-12, DA-13, DA-14, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios , and procedures utilized for the coating process shall be in accordance with manufacturers recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction . All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 11/02/04 1. Scope This section governs the materials required for completion of interior coating of manholes . 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers , is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement 4. The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of ASC-10 - PART DA -ADDITIONAL SPECIAL CONDITIONS application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating . The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 11/02/04 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bencMrough, including the bencMrough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations arid the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cernent.,.based product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). ASC-11 PART DA -ADDITIONAL SPECIAL CONDITIONS 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls . 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. ·s) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired . Repairs shall be made by lightly abrading the surface and brushing the lining material over the area . All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required , at no additional cost to the Owner. · b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21 -VACUUM TESTING OF REHABILITATED MANHOLES . D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench . The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER (OMIITED) DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMIITED) DA-18 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) 11/02/04 ASC-12 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITIED) DA-20 PRESSURE GROUTING (OMITTED) DA-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) DA-22 FIBERGLASS MANHOLES (OMITIED) DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES (OMITTED) DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER These provisions require the contractor to remove all failed existing curb and gutter, as designat~ by the Construction Engineer, .and replace with standard concrete curb and gutter, laydqwn curb and gutter, or in like kind , as governed by the standard City Specifications, Item No . 104 "Removing Old Concrete". Item No. 502 "Concrete Curb and Gutter". and Drawing Nos. S-S2 through S-S4. Pay limits for laydown curb and gutter are shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall saw cut the curb and gutter and pavement prior to removal. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation·. into the street to aid in the . construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The· street void shall be filled with H.M.~.C. "Type D" mix as per specijication No .. 300 "Asphalts, Oils and Emulsions", Item No .. 304 "Prime Coat" and Item No. 312 ·Hot .Mix Asphaltic Concrete" and compacted to standard City densities and top soil as per specification item No. 116 "Top Soil", if needed, shall be added and leveled to grade behind the curb. Existing improvements · within the parkway such as water meters , sprinkler system, etc. damaged during construction ~hall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion .. If ~he contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. . The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS 11/02/04 ASC-13 PART DA -ADDITIONAL SPECIAL CONDITIONS This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material , equipment, supplies , and incidentals necessary to complete the work. DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated . As a part of the excavation process , all unsatisfactory base mat.erial shall be removed , if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth . The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off ,site , the same day as excavated, to a su.itable dump site. After satisfactory completion of removal as outlined above, the contractor shaU place the permanent pavement patch , with "Type D" surface mix. This item will always be used even if no base improvements are required .. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of'the failed material, whichever 'is greater. However, the patch thickness shall be a minimum of 2 ,inches. Generally the existing H.M .A.9. pave~ent thickness will not exceed 6". Before the patch layers are applied , any loose material, mud and/or water shall be removed ·. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be . to standard densities · of the City of Fort Worth, made in preparatiqn to accept the recycling process . . All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall gqvern work. The unit price bid per cubic yard sh~II be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-27 GRADED CRUSHED STONES This item stiall be used to repair the failed base material in areas e?<,ceed 8" deep as directed by the Engineer. The material shall be graded c'rushed stones . For specifications governing this item see Item No. 208 "Flexible. Base". The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. · DA-28 WEDGE MILLING 2" TO O" DEPTH 5.0' WIDE 11!02!04 ASC-14 PART DA -ADDITIONAL SPECIAL CONDITIONS (OMITTED) DA-29 BUTI JOINTS -MILLED (OMITIED) DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions", 304 -Prime Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312 .5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising , the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H .M.A.C. overlay . The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C . complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTIER (OMITIED) DA-32 NEW 7" CONCRETE VALLEY GUTIER (OMITTED) DA-33 NEW 4" STANDARD WHEELCHAIR RAMP (OMITTED) DA-34 8" PAVEMENT PULVERIZATION (OMITTED) DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (OMITIEP) 11/02/04 ASC-15 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-36 RAISED PAVEMENT MARKERS (OMITTED) DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITIED) DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTED) DA-39 ROCK RIPRAP -GROUT-FILTER FABRIC A. GENERAL: 1. General Conditions, Supplemental Conditions , applicable requirements of Division 1 - General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are hereby made a part of this section. 2 . This item shall govern for the installation of rock riprap of the various sizes shown on the plans. B. DESIGN CRITERIA: 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms . If the channel bottom is not stable, the design shall incorporate other requirements needed to stabilize the revetment toe . 2. The channel side slope shall be as shown on the drawings. 3. Eng i neering filter fabric material shall be placed underneath the riprap. 4 . Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection . See cross sections . C. PRODUCT: 11/02/04 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: 24 " Riprap Sieve Size {Square Mesh) 24inch 18inch 12inch 6inch ASC-16 Percent Passing 100 80-90 45-55 0-20 PART DA -ADDITIONAL SPECIAL CONDITIONS 18" Riprap Sieve Size (Square Mesh) 18inch 12inch 6inch 3inch Percent Passing 100 60-85 15-45 0-15 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). 3. Fil TER FABRIC BLANKET: Approved Manufacturer: • Supac -Heavy Grade BNP (UV) • Trevira 011/280 • Amoco4553 • or Equal Heavy Grade 4 . RIPRAP GROUTING a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a combination of natural and manufactured sands. The grading and uniformity of the fine aggregate shall conform to the following requirements as delivered to the mixers: Sieve Designation, U.S . Standard Square Mesh 3/8 in. (9 .5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) D. EXECUTION: 1. CONSTRUCTION: Permissible limits Percent by Weight, Passing 100 95-100 80-95 55-75 30-60 12-30 2-10 a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and at the locations shown on the drawings. At the time of installation , the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. 11!02!04 ASC-17 PART DA -ADDITIONAL SPECIAL CONDITIONS Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by surface runoff and any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric .blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric . The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing , or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obt ain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming . The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted . 11102!04 ASC-18 PART DA -ADDITIONAL SPECIAL CONDITIONS Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing ; nor when the grout, without special protection , is likely to be subjected to freezing temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall be wetted . The riprap shall · be grouted in successive longitudinal strips, approximately 10 feet in width , commencing at the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surface a distance in excess of 1 O feet. Immediately after dumping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place between stones with suitable spades, trowels, or vibrating equ ipment. As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surface of the stone. protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grouted surface shall be protected from rain, flowing water, and mechanical injury. The surface of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. E. MEASUREMENT AND PAYMENT 1 . FILTER FABRIC : Filter fabric will be measured by the square yard for material used including that required at toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit price per square yard which includes all plant, labor,. material , and all installation costs in-place, complete. 2. STONE RIPRAP: Stone {rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be made at the contract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place, complete. 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan dimensions. Payment for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. DA-40 CONC~ET,E RIPRAP 1 GENERAL: The foilowing shall govern the .furnishing and placing of concrete riprap as shown on the plans or as directed by the Engineer. 2 MATERIALS: Concrete for riprap shall be placed in accordance with the details and to the dimensions shown on the plans or as established by the Engineer. Unless otherwise shown on the plans, concrete riprap shall be reinforced using wire or bar reinforcement. The concrete shall be 3000 . PSI at 28 days, Cl.ass A Ware reinforcement shall be six (6) by six (6) inch No. 6 plain electric welded reinforcing fabric or its equal. A minimum lap of six (6) inches shall be used at all splices. At the edge of the riprap , the wire fabric shall not be less than one (1) inch , no more than three (3) inches from the edge of the concrete and shall have no wire projecting beyond the last member parallel to the edge of the concrete. · 11/02/04 ASC-19 PART DA -ADDITIONAL SPECIAL CONDITIONS Reinforcement shall be supported properly throughout the placement to maintain its position equidistance from the top and bottom surface of the slab. If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, the Engineer may require the entire area to be sprinkled , or sprinkled and consolidated before the concrete is placed. All surfaces shall be moist when concrete is placed. After the concrete has been placed, compacted, and shaped to conform to the dimensions shown on the plans , and after it has set sufficiently to avoid slumping, the surface shall be finished wit h a wooden float to secure a reasonably smooth surface. 3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used . Bid price will be full compensation for placing all materials , and for all labor, tools, equipment, and incidentals necessary to complete the work. Payment for all necessary excavation below natural ground , and bottom or slope of the excavated channel will be included in the bid price . DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (OMITIED) DA-42 CONCRETE PIPE FITTINGS AND SPECIALS Bidders shall submit the following for this project: concrete cylinder pipe to be installed on 1. A complete list of fittings and specials upon Which the lump sum is bid . 2 . Provide a unit price indicating the cost for furnishing and installing each of the various items of fittings and specials. · The lump sum as bid in the Proposal shall be payment in full for all fittings and specials necessary for the construction of the project as designed . Payment for the installation of the pipe fittings , specials , and random lengths shall be included. Should the Engineer approve any changes to the fittings , specials or random pipe lengths listed as justifying the amount bid in the Proposal , the price submitted with the Proposal shall be used to determine the increase or decrease in the value of the lump sum of the Proposal , and the Contractor shall be paid on the basis of this adjusted value under that bid item. DA-43 UNCLASSIFIED STREET EXCAVATION This item will be used if additional excavation is needed that is not covered by "8 " PAVEMENT PULVERIZATION·. Additional Excavation is the removal of the excessive crown and base to bring the new base to proper grade and City standard specifications for street reconstruction. All applicable provisions of Item No . 106 MUnclassified Street Excavation• shall apply, work shall be paid per cubic yard . ' DA-44 6" PERFORATED PIPE SUBDRAIN (OMITTED) 11/02/04 ASC-20 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite. For specifications governing this item see Item No. 104 "Removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full compensation for all labor, material , equipment, supplies, and incidentals necessary to complete the removal and replacement work. DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMITIED) DA-47 PAVEMENT REPAIR IN PARKING AREA (OMITIED) DA-48 EASEMENTS AND PERMITS Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and permanent, that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained . The Contractor's attention is directed to the easement description and permit requirements, as contained herein, along with any special conditions that may have been imposed on these easements and permits. Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. DA-49 HIGHWAY REQUIREMENTS (OMITIED) DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall conform to Fig . 113; for water line encasements it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. 11/02/04 ASC-21 PART DA -ADDITIONAL SPECIAL CONDITIONS Payment for work such as forming , placing, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities , shall consist of a watertight seal . Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools , equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM . DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMITTED) DA-53 OPEN FIRE LINE INSTALLATIONS (OMITTED) DA-54 WATER SAMPLE STATION (OMITTED) DA-55 CURB ON CONCRETE PAVEMENT (OMITTED) DA-56 SHOP DRAWINGS 1. Submit seven (7) copies of shop drawings , layouts , manufacturer's data and material schedules as may be required by the Engineer for his review . Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require . Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review , shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders . The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install , and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or confl icts between submittals and the design drawings and/or specifications are discovered, either prio r to or after submittals are processed , the design drawings and specifications shall govern . T he Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job s jte , fabrication processes and techniques of constriction , coordination of his work with that of 11/02/04 ASC-22 PART DA -ADDITIONAL SPECIAL CONDITIONS other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted , and sign or initial a statement included with the submittal , which signifies compliance with plans and specifications and dimensions suitable for the application . Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation: List the required submittals here Additional shop drawing requirements are described in some of the material specifications. 3. Address for Submittals -The submittals shall be addressed to the (Project Manager) City of Fort Worth 1000 Throckmorton Fort Worth , TX 76102 DA-57 COST BREAKDOWN (OMITTED) DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (OMITTED) DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP (OMITTED) DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M.A.C . driveways are encountered , such driveways shall be completely replaced for the full extent of utility cut with H.M.A.C. equal to or better than the existing driveway. DA-61 TOP SOIL VVhere directed by the Engineer, top soil shall be applied in accordance with the City of Fort Worth Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction , Item 116, except as follows : All labor, equipment, tools and incidentals shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT (OMITTED) DA-63 BID QUANTITIES 11/02/04 ASC-23 PART DA -ADDITIONAL SPECIAL CONDITIONS Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. In particular, the Contractor shall be aware that it is the City's intention that the quantities in Unit I be used on an "emergency• basis only. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $200,000 (see Options to Renew) shall be awarded with final payment based on actual measured quantities and the unit price bid in this proposal. Moreover, there is to be not limit on the variation between the estimated quantities shown and actual quantities performed. It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City bit will in not case exceed $200,000 (see Options to Renew) including all change orders. DA-64 WORK IN HIGHWAY RIGHT OF WAY (OMITIED) DA-65 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required for use as a flexible base material shall conform to Specification Item No. 208 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportation and Public Works Department. DA-66 OPTION TO RENEW (OMITIED) DA-67 NON-EXCLUSIVE CONTRACT (OMITIED) DA-68 CONCRETE VALLEY GUTIER (OMITIED) DA-69 TRAFFIC BUTIONS (OMITIED) DA-70 PAVEMENT STRIPING 11/02/04 ASC-24 - PART DA -ADDITIONAL SPECIAL CONDITIONS Pavement striping, whenever and wherever encountered, shall be replaced to match the existing striping or as directed by the Engineer. Materials used shall be of 420 Type intersection grade tape (in 18-inch width) such as Stamark as manufactured by 3M company or approved equal. The unit price bid for this item shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-71 H.M.A.C. TESTING PROCEDURES The contractor is required to submit a Mix Design for both Type "B" and "D" asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two (2) years old. Upon submittal of the design mix a Marshal (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type "B" asphalt a maximum of 20% rap may be used. No Rap may be used in type "D" Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the contractor is approved for placement of the asphalt. The contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B" and for Type "D" asphalt will be 91 % of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type "Bn and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applied. Cores to determine thickness of Type "B" asphalt must be taken before Type "D" asphalt is applied . Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness. DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWNA, ANSI or other specification, it shall be understood that the latest revision of such specification , prior to the date of these general specifications or revisions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX The relocation and reconnection of sprinkler system control valve and box will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. A minimum of twenty-four (24) hours advance notice shall be given when service interruption will be required. When the relocation is required, separate payment will be allowed for the relocation of sprinkler back-flow preventer or control valve and box. Payment for all work and material such as back-fill, fittings, five (5) feet of PVC Schedule 40 and all material labor, and equipment used by and for the licensed plumber shall be included in the price bid for the relocation of sprinkler 11/02/04 ASC-25 PART DA -ADDITIONAL SPECIAL CONDITIONS back-flow preventer or control valve and box. All other costs will be included in other appropriate bid item(s). DA-74 RESILIENT-SEATED GATE VALVES (OMITTED) DA-75 EMERGENCY SITUATION, JOB MOVE-IN (OMITTED) DA-76 1 Yz" & 2" COPPER SERVICES (OMITTED) DA-77 SCOPE OF WORK (UTIL. CUT) (OMITTED) DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) (OMITTED) DA-79 CONTRACT TIME (UTIL. CUT) (OMITTED) DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMITTED) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMITTED) DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (OMITTED) DA-83 PAVING REPAIR EDGES (UTIL. CUT) (OMITTED) DA-84 TRENCH BACKFILL (UTIL. CUT) (OMITTED) 11/02/04 ASC-26 - PART DA -ADDITIONAL SPECIAL CONDITIONS DA-85 CLEAN-UP {UTIL. CUT) (OMITTED) DA-86 PROPERTY ACCESS {UTIL. CUT) (OMITTED) DA-87 SUBMISSION OF BIDS (UTIL. CUT) (OMITTED) DA-88 STANDARD BASE REPAIR FOR UNIT I {UTIL. CUT) (OMITTED) DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill {UTIL. CUT) (OMITTED) DA-90 2" TO 9" H.M.A.C. PAVEMENT {UTIL. CUT) (OMITTED) DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS {UTIL. CUT) (OMITTED) DA-92 MAINTENANCE BOND {UTIL. CUT) (OMITTED) DA-93 BRICK PAVEMENT {UTIL. CUT) (OMITTED) DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) (OMITTED) DA-95 CEMENT STABILIZED SUBGRADE {UTIL. CUT) (OMITTED) DA-96 REPAIR OF STORM DRAIN\ STRUCTURES {UTIL. CUT) (OMITTED) 11/02/04 ASC-27 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-97 "QUICK-SEr' CONCRETE (UTIL. CUT) (OMITTED) DA-98 UTILITY ADJUSTMENT (UTIL. CUT) (OMITTED) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (OMITTED) DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) (OMITTED} DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMITTED) DA-102 PAYMENT (UTIL. CUT) (OMITTED) DA-103 DEHOLES (MISC. EXT.) The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch. The location and dimensions shown on the plans relative to other existing utilities are based on the best information available. Omission from , or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all services encountered . Any damage to utilities resulting from the Contractor's operations , shall be restored at his expense . Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid item . DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) (OMITTED) DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) (OMITTED) DA-106 BID QUANTITIES (MISC. EXT.) (OMITTED) 11/02/04 ASC-28 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-107 LIFE OF CONTRACT (MISC. EXT.) -(OMITIED) DA-108 FLOWABLE FILL (MISC. EXT.) (OMITTED) DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) (OMITIED) DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) (OMITIED) DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) (OMITIED) DA-112 MOVE IN CHARGES (MISC. REPL.) (OMITIED) DA-113 PROJECT SIGNS (MISC. REPL.) (OMITIED) DA-114 LIQUIDATED DAMAGES (MISC. REPL.) (OMITIED) DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMITIED) DA-116 FIELD OFFICE (OMITIED) DA-117 TRAFFIC CONTROL PLAN (OMITIED) DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMITTED) 11/02/04 ASC-29 - PART DB SPECIAL PROVISIONS FOR STREET AND STORM DRAIN CONSTRUCTION - - - - - - - 1. 2 . 3. 4 . 5 . 6 .. 7 . 8. 9. 10. 11. 12. 13 . 14. 15 . 16 . 17 . 18 . 19. 20 . 2 1. 22. 23. 24 . 25 . 26. 27. 28 . 29 . 30 . 3 1. 32 . 33 . 34. 35. 36. 37. 38. 39. 40. SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents SCOPE OF WORK ................................................................................................................................... SP-4 AW ARD OF CONTRACT ....................................................................................................................... SP-4 PRECONSTRUC TION CONFERENCE .................................................................................................. SP-4 EXAMINATION OF SITE ...................................................................................................................... SP-4 BID SUBMITTAL ..................................................................................................................................... SP-5 WATER FOR CONSTRUCTION ............................................................................................................ SP-5 SANITARY FAC ILITIES FOR WORKERS ........................................................................................... SP-5 PA YMENT ................................................................................................................................................ SP-5 SUBSIDIARY W ORK .............................................................................................................................. SP-5 LEGAL RELATIONS AND RESPONSIBILITIES TO TIIE PUBLIC ...................................................................................................................................... SP-5 WAGE RATES ......................................................................................................................................... SP-5 EXISTING UTILITIES ............................................................................................................................. SP-6 PARKWAY CONSTRUCTION ............................................................................................................... SP-7 MATERIAL STORAGE ........................................................................................................................... SP-7 PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS .......................................................................................................................... SP-7 INCREASE OR DECREASE IN QUANTITIES ...................................................................................... SP-7 CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS .......................................................... SP-7 EQUAL EMPLOYMENT PROVISIONS ................................................................................................ SP-8 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE ........................................................................................................................ SP-8 FINAL CLEAN UP ................................................................................................................................... SP-9 CONTRACTOR'S COMPLIANCE WITII WORKER'S COMPENSATION LAW .......................................................................................................................... SP -9 SUBSTITUTIONS .................................................................................................................................... SP-12 MECHANICS AND MATERIALSMEN'S LIEN .................................................................................... SP-12 WORK ORDER DELAY ......................................................................................................................... SP-1 2 WORKING DAYS ................................................................................................................................... SP-12 RIGHT TO ABANDON ........................................................................................................................... SP-12 CONSTRUCTION SPECIFICATIONS ................................................................................................... SP-12 MAINTENANC E ST A TEMENT ............................................................. ;-.............................................. SP-13 DELAYS ................................................................................................................................... SP-13 DETOURS AND BARRICADES ............................................................................................................ SP-13 DISPOSAL OF SPOIL/FILL MATERIAL .............................................................................................. SP-13 QUALITY CONTROL TESTING ........................................................................................................... SP-13 PROPERTY AC CESS .............................................................................................................................. SP-14 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ............................................... SP-14 WATER DEPARTMENT PRE-QUALIFICATIONS ............................................................................. SP-14 RIGHT TO AUDIT .................................................................................................................................. SP-15 CONSTRUCTION STAKES ................................................................................................................... SP-15 LOCATION OF NEW WALKS AND DRIVEWAYS .......................................................................... SP-15 EARLY WARNING SYSTEM FOR CONSTRUCTION ........................................................................ SP-15 AIR POLLUTION WATCH DAYS ......................................................................................................... SP-16 05/27/05 SP-1 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents CONSTRUCTION ITEMS: 41 . PAY ITEM -UNCLASSIFIED STREET EXCAVATION ...................................................................... SP-16 42 . PAY ITEM-6" REINFORCED CONCRETE PAVEMENT-(OMITTED) ............................................ SP-17 43 . PAY ITEM -SILICONE JOINT SEALING ............................................................................................. SP-17 44. PAY ITEM -7" CONCRETE CURB ........................................................................................................ SP-17 45. PAY ITEM-EXIST. CURB AND GUTTER RETAINING WALL ........................................................ SP-17 46 . PAY ITEM-REPLACESP-20 47 . PAY ITEM -IIMAC TRANSITION ......................................................................................................... SP-17 48 . PAY ITEM -6" PIPE SUBDRAIN ........................................................................................................... SP-17 49. PAY ITEM-TRENCH SAFETY .............................................................................................................. SP-18 50 . PAY ITEM -8" THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION ................................................................................................................ SP-18 51. PAY ITEM -6" IIMAC PAVEMENT (THICKNESS TOLERANCES AND IIMAC TESTING PROCEDURES)-(OMITTED) ........................................................................................... SP-18 52. PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTTER, SIDEWALKS, LEADW ALKS, WHEELCHAIR RAMPS AND DRIVEWAYS) ...................................... SP-18 53 . PAY ITEM-REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS , STEPS , LEADW ALKS AND WHEELCHAIR RAMPS ................................................................. SP-18 54 . PAY ITEM -REMOVE EXISTING CURB AND GUTTER ................................................................... SP-18 55 . PAY ITEM -REMOVE EXISTING CURB INLET ................................................................................. SP-18 56. PAY ITEM -6" REINFORCED CONCRETE DRIVEWAY-(OMITTED) ............................................ SP-18 57 . PAY ITEM -REMOVE AND CONSTRUCT CONCRETE STEPS ....................................................... SP-18 58. PAY ITEM-4 ' STANDARD CONCRETE SIDEWALK, LEADW ALK AND WHEELCHAIR RAMP ....................................................................................................... SP-19 59 . PAY ITEM -REMOVE AND REPLACE FENCE ................................................................................... SP-19 60. PAY ITEM-STANDARD 7" CURB AND 18 " GUTTER ...................................................................... SP-19 61. PAY ITEM -REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS- (OMITTED) .... SP-20 62. PAY ITEM -BORROW ............................................................................................................................ SP-20 63 . PAY ITEM -CEMENT STABILIZA TION-(OMITTED) ........................................................................ SP-20 64 . PAY ITEM -CEMENT-(OMITTED) ...................................................................................................... SP-20 65 . PAY ITEM -NEW 7" CONCRETE VALLEY GUTTER-(OMITTED) .. ~ .............................................. SP-20 66. PAY ITEM "STORM DRAIN INLETS ................................................................................................... SP-20 67. PAY ITEM -TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN ......................................................................................................... SP-20 68. PAY ITEM -STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE) .................................................................... SP-20 69. PRE BID ITEM -PROJECT DESIGNATION SIGN ............................................................................... SP-22 70. PRE BID ITEM -UTILITY ADJUSTMENT ........................................................................................... SP-22 71. PRE BID ITEM -TOP SOIL ......................... : .......................................................................................... SP-23 72. PRE BID ITEM -ADJUST WATER VAL VE BOX ................................................................................ SP-23 73 . PRE BID ITEM -MANHOLE ADJUSTMENT ....................................................................................... SP-23 74 . PRE BID ITEM-ADJUST WATERMETERBOX ................................................................................ SP-23 75 . NON-PAY ITEM -CLEARING AND GRUBBING ............................................................................... SP-23 76. NON-PAY ITEM -SPRINKLING FOR DUST CONTROL ................................................................... SP-23 77. NON-PAY ITEM -PROTECTION OF TREES, PLANTS AND SOILS ................................................ SP-23 78. NON-PAY ITEM-CONCRETE COLORED SURFACE ...................................................................... SP-23 05/27/05 SP-2 - - - SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 79. NON-PAY ITEM -PROJECT CLEAN-UP .............................................................................................. SP-24 80. NON-PAY ITEM -PROJECT SCHEDULE ............................................................................................ SP-24 .81. NON-PAY ITEM -NOTIFICATION OF RESIDENTS .......................................................................... SP-24 82 . NON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION .............. SP-24 83 . NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING ........................................ SP-25 84 . NON-PAY ITEM -WASHED ROCK ...................................................................................................... SP-25 85 . NON-PAY ITEM -SAWCUT OF EXISTING CONCRETE ................................................................... SP-25 86 . NON-PAY ITEM -LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES .......................................................................................... SP-25 87 . NON-PAY ITEM -TIE-IN INTO STORM DRAIN STRUCTURE ........................................................ SP-26 88 . NON-PAY ITEM -SPRINKLER HEAD ADWSTMENT ...................................................................... SP-26 89 . NON-PAY ITEM-FEE FOR STREET USE PERMITS AND RE-INSPECTIONS .............................. SP-26 90 . NON PAY ITEM -TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) .... SP-26 91 . NON PAY ITEM -TRAFFIC CONTROL .............................................................................................. SP-27 05/27/05 SP-3 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: 2004 GIP DRAINAGE PROJECT 00098 T/PW FILE NO. C200 541200 201270009883 PAVING RECONSTRUCTION: D.O.E. NO. 4723 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following : Reconstruction of UNIT II: F1 -40 LF OF 9'W x 4'H DIRECT DRIVE HS20 CONCRETE BOX, F2 -272 LF 7'W x 4'H DIRECT DRIVE HS20 CONCRETE BOX, F3 -250 SY 6" REINFORCED CONCRETE RIP-RAP and all other miscellaneous items of construction to be performed as outlined in the plans and specifications which are necessary to satisfactorily complete the work. 2. AWARD OF CONTRACT : Submission of Bids: Unit I and Unit II constitute a package. If the Contractor submits a bid on both Unit 1 and Unit II and has the lowest responsive proposal price, the Contractor will be the apparent successful bidder for this project. Bidders are hereby informed that the Director of the Department of Engineering reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City. 3 . PRECONSTRUCTION CONFERENCE: The successful Contractor, Engineer, and City shall meet at the call of the City for a pre-construction conference before any of its work begins on this project. At this time, details of sequencing of the work , contact individuals for each party, request for survey, and pay requests will be covered . Prior to the meeting, the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others . A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction. As used herein, the term "Engineer" shall mean the design engineer who prepa red and sealed the plans, specifications and contract documents for this project. 4 . EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. During construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 5 . BID SUBMITTAL : Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time . Failure to bid or fully execute the contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids as appropriate and as determined by the Director of the Department of Engineering . 05/27/05 SP-4 - - - - - 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7 . SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site . Specific attention is directed to this equipment. 8 . PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9 . SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, such as conditions imposed by the Plans, the General Contract Documents or these special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item or work, the cost of which shall be included in the price bid in the Proposal for each bid item, including but not limited to surface restoration cleanup and relocation of mailboxes. All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102 "Clearing and Grubbing " and shall be subsidiary to the other items of the contract. 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC : The Contractor's particular attention is directed to the requirements of Item 7 , "Legal Relations and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain Construction ". 11 . WAGE RA TES : Compliance with and E nforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates . The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), 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. 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. Complaints of Violations and City Determination of Good Cause. On receipt of information , including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information , as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination . Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. 05/27/05 SP-5 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 do 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 . 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 the Audit section of these contract documents shall perta in to this inspection . Pay Estimates. With each partial payment estimate 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 . Posting of Wage Rates . The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times . 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. (Wage rates are attached at the end of this section .) 12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance . The Contractor shall take all necessary precautions in o rder to protect all services encountered . Any damage to utilities and any losses to the utility City due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 13. PARKWAY CONSTRUCTION: During the construction of this project, it will be required that a ll parkways be excavated and shaped at the same time the roadway is excavated . Excess excavation will be disposed of at locations approved by the Director of the Department of Engineering . 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property owner. 05/27/05 SP-6 - - - - - 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities , which may be encountered . The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent, location and depth , they are shown on the plans as the best information available at the time of design, from the Owners of the utilities involved and from evidences found on the ground. 16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid . No additional compensation shall be paid to Contractor for errors in the quantities. Final payment will be based upon field measurements. The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents . No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to the various depth categories. 17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, 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 or suits for property loss, property damage , personal injury , including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees , subcontractors , licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers, servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may , if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in employments practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer 05/27/05 SP-7 any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 19. MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and women business enterprises in City contracts . The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening . Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the City complete and accurate information regard ing actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and /or the commission fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids . Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort·, shall result in a bid being rendered non-responsive to specifications . Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed . Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office . The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace or currently doing business in the marketplace at time of bid . The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall : 1 . 05/27/05 Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, SP-8 - - - 2. If substantial subcontracting and/or substantial supplier opportunities arise duri ng the term of the contract which the Contractor had represented he would perform w ith his forces , the Contractor shall notify the City before subcontracts or purchase orders are let , and shall be required to comply with modifications to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following : a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. c . Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 20. FINAL CLEAN-UP : Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been cornpleted . No more than seven days shall elapse after completion of construction before the roadway and ROW. is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative. This cleanup shall include removal of all objectionable rocks , pieces of asphalt or concrete and other construction materials , and in general preparing the site of the work in an orderly manner and appearance. 21 . CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a . DEFINITIONS : b. Certification of coverage ("Certificate"). A copy of a certificate of insurance , a certificate of authority to self-insure issued by the commission , or a coverage agreement (TWCC-81 , TWCC- 82 , TWCC-83, OR TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project , for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or ent ities perform ing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes , without limitation , independent Contractors, subcontractors, leasing companies , motor carriers, City-operators , employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" i nclude , without limitation, providing , hauling , or delivering equipment or materials , or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors , office supply deliveries , and delivery of portable toilets . 05/27/05 SP-9 The Contractor shall provide coverage , based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements , which meets the statutory requirements of Texas Labor Code, Section 401 .011 (44) or all employees of the Contractor providing services on the project, for the duration of the project. c . The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period , file a new certificate of coverage with the governmental entity showing that coverage has been extended . e . The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity : (1) a certificate of coverage , prior to that person beginning work on the project , so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown o n the current certificate of coverage ends during the duration of the project. f. The Contractor sliall retain all required certificates of coverage for the duration of the project and for one year thereafter. g . The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the Contractor knew or should have known , or any change that materially affects the provision of coverage of any person providing services on the project. h. The Contractor shall post on each project site a notice , in the text , form and manner prescribed by the Texas Worker's Compensation , informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. i. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to : (1) (2) (3) (4) 05/27/05 provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements , which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project , for the duration of the project; provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; obtain form each other person with whom it contracts , and provide to the Contractor: SP-10 - j. k. B. (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (c) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (d) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (e) contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts , and that all coverage agreements will be filed with appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation . Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions . The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity . The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage . This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission rules . This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type , and shall be in both English and Spanish and any other language common to the Worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE 05/27/05 The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials , or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage , or to report an employer's failure to provide coverage". SP-11 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal", or "or approved equal " is used , it is understood that if a material, product, or piece of equipment bearing the name so used is furnished , it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City . If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is , in fact , equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to "substitutions" shall be applicable to all sections of these specifications. 23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24. WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. T he work order for subject project will not be issued until all utilities , right-of-ways , easements and/or permits are cleared or obtained . The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25. WORKING DAYS : The Contractor agrees to complete the Contract within the allotted number of working days. 26. RIGHT TO ABANDON : The City reserves the right to abandon , without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 27 . CONSTRUCTION SPECIFICATIONS : This contract and project are governed by the two following published specifications , except as modified by these Special Provisions : STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering , 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102 . The specifications applicable to each pay item are indicated in the call-out for the pay item by t he Engineer. If not shown , then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29. DELAYS : 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 . When such 05/27/05 SP-12 extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Department of Engineering and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval ; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work , then such delay will entitle the Contractor to an equivalent extens ion of time, his application for which shall , however, be subject to the approval of the City Council ; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 30. DETOURS AND BARRICADES : The . Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the proj ect area . Contractor shall protect construction as required by Engineer by providing barricades . Barricades , warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs ," Item 524 and/or as shown on the plans . Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1 ." 31 . DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth 's Flood Plain Administrator (" Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies . No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain . Any expenses associated w ith obtain i ng the fill permit, including any necessary engineering studies , shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site , upon notification by the Directo r of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section . 32. QUALITY CONTROL TESTING : (a) The Contractor shall furnish , at its own expense , certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken . The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate , cement and mortar which are to be used later in the concrete . The Contractor shall provide a certified copy of the test results to the City . (c) Quality control testing of on site material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project 05/27/05 SP-13 specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City . The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required ) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested . (e) The Contractor shall provide a copy of the trip ticket for each load of fill material del ivered to the job site . The ticket shall specify the name of the pit supplying the fill material. 33 . PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34 . SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES : The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches , painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks , power shovels , drilling rigs , pile drivers, hoisting equipment or similar apparatus . The warn i ng sign shall read as follows : "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES ." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulat ing cage-type of guard about the boom or arm , except back hoes or dippers and insulator links on the lift hood connections . (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de-energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maint ain an accurate log of all such calls to TU Electric Service Company and shall record action ta ken in each case . (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35. WATER DEPARTMENT PRE-QUALIFICATIONS : Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Departmen t to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 36 . RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under th is contract have access to and the right to examine and photocopy any directly pertinent books , documents , papers and records of the Contractor involving transactions 05/27/05 SP-14 - - relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section . 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 , under the expiration of three (3) years after final payment under the subcontract, 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 normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. 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 copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 37. CONSTRUCTION STAKES : The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and util ity construction and centerlines and benchmarks for bridgework . These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage, etc.), one set of excavation/or stabilization stakes , and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibil ity of the Contractor to preserve , maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for wh ich they were furnished . If, in the op i nion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost, destroyed , or disturbed , that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place, then the Contractor shall replace such stakes or markings as required . An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense . No claims for delay due to a lack of replacement of construction stakes will be accepted , and time will continue to be charged in accordance with the Contract Documents . 38. LOCATION OF NEW WALKS AND DRIVEWAYS ; The Contractor will make every effort to protect existing trees within the parkway , with the approval of the engineer the Contractor may re-locate proposed new driveways and walks around existing trees to minimize damage to trees . 39. EARLY WARNING SYSTEM FOR CONSTRUCTION : Time is of the essence in the completion of this contract. In order to insure that the Contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable : The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the Contractor is less than the percentage of time allowed by 20% or more (example : 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken : 1. 05/27/05 A letter will be mailed to the Contractor by certified mail , return receipt requested demanding that , within 10 days from the date that the letter is received , it provide sufficient equipment , materials and labor to ensure completion of the work within the SP-15 contract time. In the event the Contractor receives such a letter, the Contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of the Department of Engineering , Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed . 3. Any notice that may, in the City 's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. 4 . Upon receipt of the Contractor's response , the appropriate City departments and directors will be notified . The Engineering Department's Public Information Officer will , if necessary, then forward updated notices to the interested individuals . 5 . If the Contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bond ing company will be notified appropriately . 40. AIR POLLUTION WATCH DAYS : The Contractor shall be required to observe the follow ing guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS ". Typically , the OZONE SEASON , within the Metroplex area , runs from May 1, through OCTOBER 31, with 6 :00 a.m. -10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION . The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service , will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsib ility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour , or if equipment is new and certified by EPA as "Low Emitting ", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions , or alternative fuels such as CNG . If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7 :00 a.m. -6 :00 p.m., on a designated Air Pollution Watch Day , that day will be considered as a weather day and added onto the allowable weather days of a given month . CONSTRUCTION 41 . PAY ITEM -UNCLASSIFIED STREET EXCAVATION : See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item . Removal of existing penetration or asphalt pavement shall be included in this item . Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such . During the construction of this project , it is required that all parkways be excavated and shaped at the same time the roadway is excavated . Excess excavation will be disposed of at locat ions approved by the engineer. 05/27/05 SP-16 - - - The intention of the City is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the un it prices bid . The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. 42. PAY ITEM -6" REINFORCED CONCRETE PAVEMENT: -(OMITIED) 43. PAY ITEM -SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: -(OMITIED) 44. PAY ITEM -7 " CONCRETE CURB : The Contractor may , at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab . The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45. PAY ITEM -RETAINING WALL: -(OMITIED) 46. PAY ITEM -REPLACE EXIST. CURB AND GUTIER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field . The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTIER" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work . 47. PAY ITEM -HMAC TRANSITION : This item will consist of the furnish ing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans, as specified in these specifications and at other locations as may be d irected by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312 . The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48. PAY ITEM --6" PIPE SUBDRAIN : A specific location for this item is designated on the plans. Additional subdrain may be installed if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer, payment is by linear foot. 49. PAY ITEM -TRENCH SAFETY: Description : This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system . The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman . The trench excavation safety protect ion system shall be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health 05/27/05 SP-17 Administration, U.S . Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall , in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances . Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench or lump sum and paid at the unit price in the Proposal, which shall be total compensation for furnishing design, materials, tools, labor, equipment and incidentals necessary, including removal of the system. Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe. 50. PAY ITEM -8" THICK LIME STABILIZED SUBGRADE & CEMENT FOR SUBGRADE STABILIZATION : -(OMITTED) 51. PAY ITEM -6" H.M.A.C . PAVEMENT (Thickness Tolerances and HMAC Testing Procedures): - (OMITTED) 52. PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTTER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb, curb and gutter, sidewalks, leadwalks, wheelchair ramps and driveways as shown in the plans. This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed . No payment will be made for flatwork until the pay item has been completed, which includes backfilling and finished grading . 53 . PAY ITEM-REMOVE EXISTING CONCRETE SIDEWALK. DRIVEWAYS, STEPS, LEADWALKS AND WHEEL CHAIR RAMPS: This item includes removal of existing concrete sidewalks, driveways , steps, leadwalks and wheelchair ramps at location shown on the plans or as designed by the Engineer. See Item No . 104 "Removing Old Concrete", for Specifications governing this item . 54. PAY ITEM-REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 55 . PAY ITEM-REMOVE EXISTING CURB INLET: This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Plans and as directed by the Engineer. 56 . PAY ITEM -6" THICK REINFORCED CONCRETE DRIVEWAY: -(OMITTED) 57. PAY ITEM -REMOVE AND CONSTRUCT CONCRETE STEPS: 05/27/05 SP-18 See Standard Specification Item No. 516, "Concrete Steps" for specifications governing this item as well as details SM-3. The price bid per each for "REMOVE CONCRETE STEPS" and "CONSTRUCT CONCRETE STEPS" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the removal and construction of each set of concrete steps. 58. PAY ITEM - 4 ' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP : All applicable provisions of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instruction sign, street name and sign or other sign which has been erected by the City . The Contractor shall contact Signs and Marking Division , TPW (Phone 871-7738). All concrete flared surfaces shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type , and shall be used in accordance with manufacturers instructions. "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches d imension, or other dimension approved by the Engineer, meeting the aforementioned specification . The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item . The method of applicat ion shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution ." 59. PAY ITEM -REMOVE AND REPLACE FENCE: This item shall include the removal and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by the Engineer. The Contractor shall exercise caution in removing and salvaging the materials to they may be used in reconstructing the fence. Their constructed fence shall be equal in every way, or superior, to the fence removed. The Contractor shall be responsible for keeping livestock within the fenced areas during construction operation and while removing and relocating the fence , and for any damage or injury sustained by persons , livestock or property on account of any act of omission , neglect or misconduct of his agents, employees, or subcontractors. The unit price per linear foot shown on the Proposal shall be full compensation for all materials , labor, equipments , tools and incidentals necessary to complete the work . 60. PAY ITEM-STANDARD 7" CURB AND 18" GUTTER: All provisions of Standard Specification No. 502 'Concrete Curb and Gutter' shall apply except as modified herein : Subsidiary to the unit price bid per linear foot shall be the following : a. A minimum of 5" or greater as required depth of stabilized subgrade properly compacted under the proposed curb and gutter as shown in the construction details. b. If the Contractor fails to backfill either in from of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete . 05/27/05 SP-19 Standard Specifications Item No. 502 , shall apply except as herein modified. Concrete shall have minimum compressive strength of three thousand (3 ,000) pounds per square inch in twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required . 61. PAY ITEM -REMOVE AND RECONSTRUCT MAILBOXES/ MISCELLANEOUS-(OMITTED) 62 . PAY ITEM -BORROW: The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No. 200 sieve, a minimum of 85 percent passing the No. 4 sieve , and which are free of organics or other deleterious materials. When compacted to the recommended moisture and density, the material should have a maximum free swell value of 0.5 percent and a maximum hydraulic conductivity (permeability) of 1 E-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non- expansive earth fill. 63. PAY ITEM -CEMENT STABILZATION : -(OMITTED) 64. PAY ITEM -CEMENT: -(OMITTED) 65 . PAY ITEM-NEW 7" CONCRETE VALLEY GUTTER: -(OMITTED) 66. PAY ITEM -STORM DRAIN INLETS : An alternative method of construction for these items will be "Pre-Cast" manholes and inlets. If the Contractor desires to use this method, he must submit details for the construction to the Transportation and Public Works Department fore review and approval if said details are acceptable. The Pre-Cast construction must be equal or superior to the strength requirements for this item as set out in Item 444, "Manholes and Inlets" and said construction shall be in compliance with all other requirements of Item 444 where applicable. 67. PAY ITEM-TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN : Work under this item includes all the proposed excavation and backfill in the project area and the necessary fill area . Payment will be included per linear foot of pipe installed . Excess material which is obtained from excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications . All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of properly . Unacceptable material shall be , but not limited to : rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable material shall be subsidiary to the unit prices. 68. PAY ITEM -STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The Contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http ://www.tnrcc.state.tx.us/permitting/water 05/27/05 SP-20 - - perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www .dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOi): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required $100 application fee . The NOi shall be mailed to : Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin , TX 78711 -3087 A copy of the NOi sha ll be sent to : City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth , TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qual ify as Large Construction Activity , the Contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to : Texas Commission on Environmental Quality Storm Water & General Permits Team ; MC-228 P.O. Box 13087 Austin , TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site . Five of the project SWPPP 's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality . LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES : A Notice of Intent (NOi} form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee . A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities . The SWPPP shall be incorporated into in the contract documents . The Contractor shall submit a schedule for implementation of the SWPPP . Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP . Modifications may be required to fully conform to the requirements of the 05/27/05 SP-21 Permit. The Contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized . SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES : Submission of a NOi form is not required . However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above . A SWPPP , prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include , but not be limited to , silt fences, straw bale dikes , rock berms , diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain , inlet protection, stabilized construction entrances, seed ing , sodding , mulching , soil retention blankets , or other structural or non-structural storm water pollution controls . The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION : Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP . FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL PROVISION 90 SHALL BE APPLICABLE . 69. PRE BID ITEM -PROJECT DESIGNATION SIGN : The Contractor shall construct and install Project Designation Signs according to the proposal section and it will be the responsib ility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction . Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detai l. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of%" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction . The work , which includes the painting of the signs, installing and removing the signs, furnishing the materials , supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 70. PRE BID ITEM -UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain . An arbitrary figure has been placed in the Proposal ; however, this does not guarantee any payment for utility adjustments , neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined 05/27/05 SP-22 - - necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. 71. PAY ITEM -TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb . The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 72. PRE BID ITEM -ADJUST WATER VALVE BOX-(OMITTED) 73. PRE BID ITEM-MANHOLE ADJUSTMENT-(OMITTED) 74. PRE BID ITEM -ADJUST WATER METER BOX-(OMITTED) 75. NON-PAY ITEM -CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing ." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76. NON-PAY ITEM -SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. 77. NON-PAY ITEM -PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work . By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming , removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys . This permit can be obtained by calling the Forestry Office at 871- 5738 . All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture . Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City . To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended . 78. NON-PAY ITEM -CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M . Scofield Company or equal, shall be used in accordance with manufacturers instructions. 05/27/05 SP-23 Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, o r other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction .covered in the scope of this Non-Pay Item . No direct payment will be made for this item and it shall be considered incidental to th is contract. The method of application shall be by screen , sifter, sieve, or other means in order to provide for a uniform color distribution. 79. NON-PAY ITEM -PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed . If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to : • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keep ing trash of any kind off of residents ' property If the Engineer does not feel that the jobsite has been kept in an orderly condition , on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 80 . NON-PAY ITEM -PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction , including project clean up, and allow the Contractor to complete the work in the allotted time . Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in . Project schedule will be updated and resubmitted at the end of every estimating period . All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 81. NON-PAY ITEM -NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. 82 . NON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION : Prior to beginning construction on any block in the project, the Contractor shall, on a block by b lock basis , prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction . The notice shall be prepared as follows : The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area . The flyer shall be prepared on the Contractor's letter head and shall include the following information : Name of Project , DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached . 05/27/05 SP-24 The Contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The Contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block . An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made . 83 . NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The Contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions . Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre- construction conference but in no case will construction be allowed to begin until this meeting is held. 84. NON-PAY ITEM-WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) Sieve Size 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 Los Angeles Abrasion Test: 50% Maximum wear per A.S.T.M. Designation C-131. 85. NON-PAY ITEM-SAWCUT OF EXISTING CONCRETE: When existing concrete or H.M.A.C. is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be subsidiary to the unit cost of the respective item . 86. NON PAY ITEM-LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be responsible for locating and marking all previously -exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum to two (2) working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure . It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the same day) the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Southwestern Bell Telephone Texas Utilities Lone Star 05/27/05 Telephone Number (817) 338-6275 (817) 336-9411 ext. 2121 (817) 336-8381 ext . 372 SP-25 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Of course, under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C . overlay adjacent to said facilities . Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the Contractor shall be figured subsidiary to this contract. 87 . NON PAY ITEM-TIE IN INTO STORM DRAIN STRUCTURE: The cost for making lateral tie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines. 88 . NON PAY ITEM -SPRINKLER HEAD ADJUSTMENT: The adjustment and/or relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section. No other compensation will be provided. 89 . NON PAY ITEM -FEE FOR STREET USE PERMITS AND RE-INSPECTIONS: A fee for street use permits is in effect. In addition , a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc., will be required . The fees are as follows: The street permit fee is $50.00 per permit with payment due at the time of permit application . A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re-inspection . Payment by the Contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made . 90. NON PAY ITEM-TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): A DESCRIPTION : This item shall consist of temporary soil erosion sediment and water pollut ion control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent contrel measure unless otherwise directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch , asphalt mulch, plastic liners , rubble liners , baled-hay retards , dikes, slope drains and other devices. 8 . CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface are of erodible-earth material exposed by preparing right-of-way , clearing and grubbing , the surface area of erodible-earth material exposed by excavation , borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water course , lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features , but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing , excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading , mulching , seeding , and other such permanent pollution-control measures current in accordance wit h 05/27/05 SP -26 the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil- erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2 . Frequent fordings of live streams will not be permitted ; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossing are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 3. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream . 4. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not part of the finished work. 5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. E. SUBMITTAL: Prior to the start of the applicable construction, the Contractor shall submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum . He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials . No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. F . MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. 91. NON PAY ITEM -TRAFFIC CONTROL: The Contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required . The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways ," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817) 392-8712, at the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division , (Phone Number 871-7738) to remove the sign . In the case of regulatory signs, the 05/27/05 SP-27 Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications , the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled , the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed . Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas ." 05/27/05 SP-28 - (To be printed on Contractor's Letterhead) Date: ____ _ DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: -- LIMITS OF CONST.: ------------- Estimated Duration of Construction on your Street : _ days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL< REPLACE WATER AND/OR SEWER LINES -RECONSTRUCT THE STREET> 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 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. 05/27/05 SP-29 PARTE GENERAL SPECIFICATIONS FOR WATER DEPARTMENT PROJECTS (NOT BOUND HEREIN) PARTF a. CERTIFICATE OF INSURANCE b. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW c. VENDOR COMPLIANCE TO STATE LAW d. PAYMENT BOND e. PERFORMANCE BOND f. MAINTENANCE BOND VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non- resident bidders (our-of-state contractors whose corporate office or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B . A . Non-resident vendors in (give state), our principal place of business, are required to be ___ percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in ___ (give state), our principal place of business, are not required to underbid resident bidders. G) Our principal place of business or corporate offices are in the State of Texas X . PROJECT: BIDDER: 2004 CIP DRAINAGE PROJECT 00098 FORT WORTH, TEXAS WATER PROJECT NO. P253-541200-06011700098-83 SEWER PROJECT NO. P258-541200-07011700098-83 DOEN0.4723 T/PW NO. C200-541200-2012700098-83 1-{~rv\?h ~~ ¢ /Y)ari&Yt ~e,iTU~+io Y\C~n'4, I Vlt Company Nam By: ?. o. o(N; 8061_ EA .wtJdb ----rQ. City State 7&12¥, ZIP Title: ? r't:S I de, i1_ -I (Please Print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION CONFLICT OF INTEREST DISCLOSURE REQUIREMENT Pursuant to Chapter 176 of the Local Government Code, any persons of agent of a person who contacts of seeks to contact for the sale or purchase of property, goods, or services with a local governmental entity (i.e. The City of Fort Worth) must disclose in the Questionnaire Form CIQ ("Questionnaire") the person's affiliation of business relationship that might cause a conflict of interest with the local governmental entity. By law, the Questionnaire must be filed with the Fort Worth City Secretary no later than seven days after the date the person begins contract discussions or negotiations with the City, of submits an application or response to a potential agreement with the City. Updated Questionnaires must be filed in conformance with Chapter 176. A copy of the Questionnaire Form CIQ is enclosed with submittal documents. The form is also available at http://www.ethics.state.tx.us/forms/CIO.pdf. If you have any questions about compliance, please consult your own legal counsel. Compliance is the individual responsibility of each person or agent of a person who is subject to the filing requirements. An offence under Chapter 176 is a Class C misdemeanor. CONFLICT OF INTEREST QUESTIONNAIRE For vendor or other person doing business with local governmental entity This questionnaire is being fi led in accordance with chapter 176 of the Local Government Code by a person doing business with the governmental entity. By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed . See Section 176.006, Local Government Code . A person commits an offense if the person violates Sect ion 176.006 , Local Government Code. An offen se under this section is a Class C misdemeanor. l!J Name of person doing business with local governmental entity. D Check this box if you are fi ling an update to a previously filed questionnaire. FORM CIQ OFFICE USE ONLY Date Received (The law requires that you file an updated completed questionna ire with the appropriate filing au t hority not later than September 1 of the year fo r which an activity described in Section 176.006(a), Local Government Code , is pend ing and not later than the 7th busi ness day after the date the originally filed questionna ire becomes incomplete or inaccurate .) l!J Describe each affiliation or business relationship with an employee or contractor ofthe local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money . .!] Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. Amended 01/13/2006 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Page 2 ~ Name of local government officer with whom filer has affiliation or business relationship. (Complete this section only if the answer to A, B, or C is YES.) This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A . Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? Dves DNo B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? Dves DNo C . Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? DYes DNo D. Describe each affiliation or business relationship . ~ Describe any other affiliation or business relationship that might cause a conflict of interest. Signature of person doing business with the governmental entity Date Amended 01/13/2006 CONTRACTOR COMPLIANCE WITH WORKERS ' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096 (2000), as amended , Contractor certifies that it provides workers ' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No. 4723 and City of Fort Worth Project Number P253-0601170009883/P258-0701170009883/C200- 201270009883 ST A TE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Dtwi d s ~vm r*)rev known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he I executed the same as the act and deed of Humphrey & Morton Construction Company, Inc. the purpose and consideration therein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this /O ~a~ of :ju;_]j. 2007. KERI RAE SPARKS Note rv Public, St ate of 1exas My Commiss ion Expires MO Y 17 , 2010 No~tc ;fug fo#)~lk the State of Texas Bond No • ..J6BCSDP6695 PERFORMANCE BOND THE ST ATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) Humphrey & Morton Construction Company, Inc. as Principal herein, and (2) Hartford Fire Insurance Company, a corporation organized under the laws of the State of (3) Connecticut and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of: Three·Hundred Ninety-two Thousand Six Hundred Forty-nine and 90/100 .................................................... ~ Dollars ($392,649.90) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these-present. OCT O 2 2007 WHEREAS, Principal has entered into a certain written contract with the Obligee dated the __ of _____ ......._2 ..... 0 .... 0 ..... 7 a copy of which is hereto attached and made a part hereof for an purposes, for the construction of: 2004 CIP Minor Miscellaneous Culvert Improvements, Contract F (Project No. 00098) NOW THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligati(m shall be void ; otherwise, to remain in full force and effect. PROVIDED, HO WEYER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly -authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this _day Qef Q 2 2007 2007. Hum (SEAL) PO Box 8057 Fort Worth, TX 76124 Witness as to Principal ATTEST: Secretary Hartfor Surety Dalla s, Texa s 75287 Telephone Number: 972-807-4611 (I) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated . In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of the bond shal I not be prior to date of Contract. , ................ ,,. ... . ,,,,......-... -. ' ,.-~ .... -"" .... ,,,. , _;:. ... -... ... ,,,.. -= -... ____ - ·---~2-~-: .. - IMPORTANT NOTICE To obtain information or make a complaint: 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 at: P.O. Box 149104 Austin, Texas 78714-9104 Fax# (512) 475-1771 PREMIUM OR CLAIM DISPUTES The address of the surety company making this bond to which any notice of claim should be sent may be obtained by calling the Texas Department of Insurance at the above number. Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. This notice is given to comply with Section 2253.048, Texas Government Code and Section 53.202, Texas Property Code effective September 1, 2001. Bond No. -'6BCSDP6695 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) Humphrey & Morton Construction Companv, Inc.as Principal herein, and (2) Hartford Fire Insurance Company a corporation organized and existing under the laws of the State of (3) Connecticut , as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Three Hundred Ninety-two Thousand Six Hundred Forty-nine and ·90/100 ........................... Dollars ($392,649.90) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: OCT O 2 2007 WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the __ day of -----A.D. , 2007. which contract is hereby referred to and made a part hereof as jf fully and to the same extent as if copied at length, for the following project: 2004 CIP Minor Miscellaneous Culvert Improvements, Contract F (Project No. 00098) NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be detennined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. OCT Q 2 2007 SIGNED AND SEALED this __ day of _____ , 2007. -,,., Name: David S. Hum ihrev Title: President (SEAL) PO Box 8057 Fort Worth. TX 76124 Witness as to Principal ATTEST: Secretary NOTE: Hartf SURE By: --ff-!H'-11-+-++Hc~-f-X-----+,1------ Address: 17855 Dallas Pkwv. Suite 300 Dallas, Texas 75287 Telephone Number: 972-807-~611 1. Correct name of Principal (Contractor). 2. Correct name of Surety. 3 . State of incorporation of Surety. Telephone number of surety must be stated . In addition, an original copy of Power of Attorney shall be attached to Bond b y the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. -::. ""' -,.., :::: .... ~ ..... ..... ~ ----_-... .... ~,..,---:,,.. ..... _ ....... -....... Bond No. 46BCDSP6695 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That Humphrey & Morton Construction Companv, Inc.(Contractor), as principal, and Hartford Fire In surance Company, a corporation organized under the laws of the State of CT . (Surety), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas the sum of Three Hundred Ninety-two Thousand Six Hundred Fortv;:nine and 90/100 .......................... .Dollars ($392,649.90) lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors , administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, ocr O 2 zoo, WHEREAS, said Contractor has entered into a written Contract with the City of Fort Worth, dated the __ day of 2007 copy of which is hereto attached and made a part hereof, the performance of the following described public improvements: 2004 CTP Minor Miscellaneous Culvert Improvements, Contract F (Project No. 00098) the same being referred to herein and in said contract as the Work and being designated as project P253- 0601170009883/P258-0701170009883/C200-201270009883and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to. therein as Contract Documents being incorporated herein and made a part hereof, and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of Two {2) Years after the date of the fmal acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two {2) Years; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the-Water Department of the City of Fort Worth , it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said work as herein _pro:vided. NOW THEREFORE, if said Contractor sha!J keep and perform its said agre·ement to maintain, repair or reconstruGt said work in accordance with all the terms and conditions of -said Contract,. these_presents shall be null and void, and have_no force or effect. Otherwise this Bond shall be and remain in foll force and effect, and the City shall have and recover from the Contractor and Surety-damages in the premises-prescribed by said Contract. This obligation shaH be continuing one and successive recoveries may be ·had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF; this instrument -is executed in .[_~ounterparts , each one of which shall be deemed an original, this __ day of A.D. 2097. OCT O 2 2007 ATTEST: (SEAL) ATTEST: (SEAL) Secretary -/ Hum Title: Attorney-in-Fact 17855 Dallas Pkwy, Suite 300 Dallas, Texas 75287 Address ............ ,, ,' ... ----.... ,, --..... ~ __ ,,.··-~ --~'<' ' .. · .. ,.,. .. ~-----.----""~ .. -----" ~--................. , D irect Inquiries/Cla ims to : POWER OF ATTORNEY THE HARTFORD BOND , T-4 690 ASYLUM AVENUE HARTFORD , CONNECTICUT 06115 KNOW ALL PERSONS BY THESE PRESENTS THAT: call: 888-266-3488 or fax : 860-757-5835 Age ncy Code : 46-501533 ~ Hartford Fire In s urance Company, a co rp orati on dul y o rga ni zed und e r th e laws o f th e Sta te of Co nnecticut ~ Hartford Casualty Insurance Co m pan y , a co rp orati o n duly o rga ni zed und e r th e laws of the Sta te o f Indi a na [K:=J Hartford Accident and In de m nity Company , a corpora ti o n dul y o rga ni zed under the laws of th e St a te of Con necti c ut D Hartford Underwrite rs Insu rance Company, a corporati o n dul y o rga ni zed under the laws of the State of Connecti c ut D Twin City Fire Insurance C om pany, a corpo ra ti o n dul y orga ni zed und er the laws of th e State o f Indi ana D Hartford Insurance Com pa ny of Illinois , a co rp orat io n d ul y organi zed un der th e laws of th e State of Ill inois D Hartford Insurance Com pa ny of the Midwe st. a corpo rati o n dul y orga ni zed under the laws of th e State of Indi ana D Hartford Insura nce Compa ny of the So utheast, a co rp o ra ti o n dul y organi zed und er the laws of the State of Florida having their home office in Hartford, Connecticut , (hereinafter collectively referred to as the "Companies ") do hereby make , constitute and appoint, up to the amount of unlim ited: Charles D . Sweeney, Kyle W. S weeney, Michae l A. Sweeney, Bobby E. Mayo of F t. Worth, TX their t rue and lawful Atto rney(s)-in-Fact, each in their separat e capacity if more than one is named above , to sign its name as surety(ies) o nly as delineated above by ~. and to execut e, seal and acknowledge any and al l bonds , undertakings , contracts and other written instruments in the nat ure thereof, on beha lf of the Compan ies in their business of guaranteeing the fidelity of persons , guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings req uired or permitted in any act ions or proceedings allowed by law. In Witness Whereof, and as autho rized by a Resolution of t he Board of Directors of the Companies on July 21 , 2003 the Compa nies have caused these presents to be signed by its Assista nt Vice President and its corporate seals to be hereto affixed , du ly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies. the Companies hereby unambiguously affirm t hat they are and wi ll be bound by any mec hanica ll y applied signatures applied to th is Power of Attorney. Paul A. Bergenholtz . Assistant Secretary David T . Akers, Assistant Vice President STATE O F CONNECTICUT} ss. C OUNTY OF HARTFORD Hartford On this 4th day of August , 2004 , before me personal ly came David T . Akers , to me known, who being by me duly sworn , did depose and say : that he resides in the County of Hampden , Commonwealth of Massachusetts ; that he is the Assistant Vice President of the Companies , the corporations described in and which executed the above instrument; that he knows the seals of the said corporations ; that the seals affi xed to the said inst rument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority . CERTIFIC ATE Scott E. Pa se ka Notary Pu b li c My Commi ss ion Exp ires Oc to be r 3 1, 2007 I, the undersig ned, Assistant Vice President of the Companies , DO HERE BY CERTIF Y that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is st il l in full force effective as of OCT O 2 2007 Signed and sealed at the City of Hartford . POA 2004 ---··,. .... ........ _ ,,_~ ' ,:. ,,. -.,.. .,. ,.: f -~~ fl'(ff-JtfJ: __ --__ ,, :.'i ·. -.......... -·' Gary W. Stumper , Assistant Vice l?.r~~i~e .? .. :.· ... ·· PART G -CONTRACT THE STATE OF TEXAS § COUNTY OFT ARRANT § OCT O 2 2 THIS CONTRACT, made and entered into the __ day of 7and between the City of Fort Worth , a home-rule municipal corporation located in Tarrant County, Texas , acting through its City Manager thereunto duly authorized so to do , Party of the First Part, hereinafter termed "OWNER", and Humphrey & Morton Construction Company, Inc.the City of Fort Worth County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH : That for and in consideration of the payments and agreements hereinafter mentioned , to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows : 2004 CIP Minor Miscellaneous Culvert Improvements, Contract F (Project No. 00098) And all extra work connected therewith , under the terms as stated in the Contract Documents , and at his (their) own proper cost and expense to furnish all the materials , supplies, machinery , equipment, tools , superintendent, labor, bonds , insurance , and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps , plats , blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon , together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached , including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which are made a part hereof and collectivel y and constitute the entire contract. The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him , and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore , subject to additions and deductions , as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein . IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in ~counterparts in the year and say first above written. City of Fort Worth, Texas (Owner) Party of the First part BY: y(j~ y ::,A --,~~--~--------- Marc A. Ott, Assistant City Manager Humphrey & Morton Construction Company, Inc. PO Box 8057 A. Douglas Rademaker, P .E . Director Department of Engineering / ATTEST: (Seal) horizatioa (J WITNESSES : APPENDIX A STANDARD/SPECIAL DETAILS 1-1-78 i----.;.._---,-------RIGHT-OF-WAY--------------- 12 5'--ai,.--·rrz-· N_:,:J_'C"_'_I --.,"-~.,. .. --d,·-t-RBqodv.-lay "u ..:o r ~ ass 1-\ .. ,,.e er O'X 1·2,o~r Cl ass 'B~Meter Sox I i.-----------As shown on. ro1fa ns-_..., ____ ___ I "" Met er Box I ~Gcsl.ina •·E:k_scan'i't.ary Sewer I. On lnltlal trrs--ta :11 1at l'on : N'Cj,. Mor ·e Tha'tt Ori·~ Sp 1 ice. Per C.o.9 per Servfce Line WFl 1· Be Al l owe.d Wl th No S]:il'h ::e Under · Pavemeri.~1. 2. S e·r v lc.'.e L.i n·~, .I ns.ct ~ flat i :o ns: Shal l r oe ,l ud e :A, c ·1 as.s 11A11 p:r c:1ass 1J e'i .f M~t:e·r Box.As; AppTJcable For The Size S.er V ice Intended •. 3. If Meter Bo>:< Is Not Inst.al led :At rhe Time o·f Service C·onnection, A St dp :Of irl ue Vi,nyl 'fa,pe At Least :3'11 Wide And 10 ·r{it 'lhl c:k S:hal 1 B.e· Fastened To T'he End Of The S.erxt{we And E:iC.:ter:1d_ed Through The Bacl<flTI' At Tfi·e Met ··er B:ox Locat lon. UTlLITIES SERV.ICE ·:oE ·TAIL FIGURE .I E1..;17 Material E2-17 Construction -------------------"""!'..._f. ------------------------------·----·---- COHCAETE COLL.AR .. WHE8E REDU1RED,.SEE PLAN -.SftEET AND DETAIL -SHE£'( 02 ....,;..;~'----~ ~- ~ . i: ·-% 111 ~ 0 ,-. N ·CAST IRON MANFIOLE FRAME ~ COV~R C~WE . W.J~ WATERTIGHT MANftOLE INS~T ,. ~ . ' 24,' MIN. 2 ,ROWS: ,EUTUHASTIC JOtRT SE'UNT PAST.,,IfbPLACE <CLASS .F ~~~1 ·~··-~ BASE· <SEE DE-TAIL> SEC1l0NAL ELEVATION STANDARD CAST IN PLACE MANHOLE SC.U:i NONE Page 25 SMOOTH TRANSITION R~DUlRED ~T~EN PIPE AND CHANNEL ~--PIPES ENTERING AT ANGLES SHALL e'.t PRQVJPEP: WITH A .. ,r CHANNEL ~OF PIPES INSIDE DIAMETER . ~LOPE TO CRAIN 2" ~ Jf P~.EtA$T RI.SER SECTIONS ARE tiSEO 8' CAST IN ·PLACE <COtC. CLASS F-411100 PSI> ~ ~SE WJJl;I WIRE f'ESH . REINFbRtEMEHT OF ~ 11.5 . sil.JN. PER FQPT IN .BOTH DIRECTIONS CONCRETE ENCASEJ,ENT USED ONLY WHERE FLEX WALL CONNECTION IS NOT PROVIDED Tl:£ .MINIMUM DIS:T~NC,E BETWEEN THE INVERT OF THE DOWNSf:REAM PIPE .ANO T:HE TOP OF Tt£ MANHOLE ~ SHALL :BE ~ (3) INCHES ~ s· ~~~1~~r,p; t~:~ ~~TH, Ft~XIBLE WALL. ~CllON IS . USED. IF A FLEXIBLE 'WALL CDNNECTiON IS USED, CRUSHED LIMESTONE ~ MAY BE USEQ. 2. IF FLEXIBI E OR SEMI-FLEXIBLE PIPE IS USED FLEXIBLE VALL CONNECTOR MUST et !JSED. 3, Fl~IBLE W'ALL CONNECTORS SHALL BE PRESS WEDGE, A-LOCK, PRESS SEAL <PSX GASKET) OR APPf{OVED EQUAL. BASE SECTION CAST IN PLACE MANHOLE ·sc.tLE• Page9 NOHE COMPACTED. BENTONITE CLAY OR 2 -SACK CONCRETE 6 1 MINIMUM INTO UNDISTURBED ·SOjL rbWd1¥~Dmf[H IN DIRECTION SHALL BE 4'~0· FOR CLAY ANO SEWER PIPE 1'-0' FOR 2-SACK CONCRETE NOTE: Q~ eACH SEWER LATERAi,.. WHERE NEW PIPE IS INSTALLED BY PIPE BURSTING METHOD, .INSTALL CLAY -. -... . ' . ·' -. -,, ... , . .., ' -~ ., . . ' ' . .. ''"'·. --~ DAM JUST OOWN'STREAM OF MOST DOWNSTREAM SERVICE RECONNECT CLAY DAM DETAIL Page 5 MONE 4• MIN. 12• MIN. EX!STING MANHOLE POUR IN MIN. 2500 P.S.I. CONCRETE s· 12· MlN. MlN. • • 1.0. .. ·-•• .... EXISTING SEWER FILL WITH GROUT WITHIN INFLUENCE ZONE QF PAVEMENT FOUND~HON OF BUILDINGS ANO UTILITY STRUCTURES. 1 .. • . .. .. . • 4' MIN • MIN. 2500 P .S.I. CONCRETE BULKHEAD SEWER ABANDONMENT DET All SCllE• NONE Page 24 MAMO.E WALL <F~ DROP <F 1.0' TO 2.8'> NOTE! 00 NOT IEFLECT TijE PIPE JOINT 'IN LIEU OF HYDRAULIC SLIDE. NO EXCEPTIONS. , A-A stcfiM NOTE1 DROP TROUGH wft.1_ ee 'POURED HQNOLITHICAL1. Y ~TH ~:r '.IN P.LACE B~ ~ DOWELED ANO GROUTED TO PRECAST BENCH. ~-B SE flth HYDRAULIC SLIDE DETAIL • SC.-U:• NONE Page 1 ( Butt and Electric Tack Weld One End. Tat.k Weld 4-1" Square Struts Max. 2 11 Long To Other End Cast I rcon C l osur,e R i ng 211 Max. Ga -~-----'-------1----'-----~---------~ . ..-----r-+-,.-_,.;..-'----+-----,---~--- ~ l ' . Gast Iron NOTE: t . ., I ;oo S~o,t Pattern SI eeve Remove Weld Sl~g A·nd Finis'h In Accordance With AWWA Spe.cificati:on C203 Pri·or To I nsta 11 at ion Of C.as-t Iron Sleeve Provide Stf1,1t$ Ot, Mai.tis Up 11:ti"P.!J,gh i2i 1 Oril •\i If Gap Ex~¢if~:s ii'! C, J, Cl:os\1t e . Ri n.g I S. Not Requ i re.d On Maj OS .Up through' 1211• dons.fruct As Oe:t.ai led On Hains Larger Th~fl rzi·,. CAST IRON CLOSURE RING FIGURE 1-1-7,8 7 El-7 EZ-7 Material Const rue t ·i.on -\ ---· .. ··.::, .... ---_ .... -.... -· ------ 150 ~.S.J.G test pressure and 3000 P.5.F. soil bearing v~lue. 1500# Concrete Bend "(" · 15QO# Cone re te HORIZONTAL BLOCKING TABLE *Dimension 1ix•1 Hi:iY Vary If Nec.ess.ary To p·;-ovi de B,e.ari ng Against Undistu-rbed Trench Wall ~i ze 411 6" .8 .. 10 11 J 2" ) 611 ' ·2 ()11 ''24'·' 30" x-1; Olm. Ft. 1 ' . 1.5 i.S I • 5 1.5 2. 2 2:, . 2 .. 5 3 Lj .o NOTES: 1-1-78 11 ° .. _ 15' 22• -30l n1n. ,,.~ n1n. Max. UAII ArP.c Vnl ''R'' A.-.. ::. Vol .90 .80 .05 .95 .90 .05 • 90 :ao .011 • qc; .90 .05 • 90 .BC .• oi; .95 .90 ..05 .90 .-80 .05 1 ~26 1.60 .05 I. 1 b 1 •. 2( .OS J.48 2.30 • 1. l.41 2.0( • 1 2.00 4.00 • 1 J.77 3. 1C .2 2.54 6.20 .3 2. 14 4.50 .2S 3.00 19 .• 00 , .5 2_.60 7~10 -55 3.78 ~.20: I •. O 3.B 10.00 .75 4.50 2.0.4[) L4 ~ •. 72 ll..8Cl 1. 2 i; ?c; 27i,n 2.2 4.38 18. 10 1. 6 6.00 .1h.OO 2.<i '1.00 ~Z.5( 4.00 6.70 4 5.0.d 7,. 00 45° "CII i~~n. ,ea . ~~t "D'' .95 • 90 .05 • 91 1.05 1. Io .os 1.73 l.41 2.0.Q .os J.86 J.19 J.20 • 1 2 .18 2. 14. 4.50 .2 2 .8"3 2.83 a.oo .4 3.7,5 3.52 12.40 .6 4.70 4.25. lB-10 ' .... 9 .'i s.6s 5.30 ZB.,20 l_.-7 5. 7"'05 6,.% ~();80 2.65 8 .50 7 .41 ~~·{o 4 1 Q on 8.48 7U>O i;. 4 11. 14 ~ 9.40 aano 10.QO 13.00 90° Min. Area .82 I _qq 3.47 s .. !>2 8.oo ~.JO ?2 .oo It!. 00 't9,~Q 172.00 ::i7 _ e:n ,~'q) 62;n1 Ma 1 f. Vo. .05 .05 • 1 •. 2 .3 .65 I. 15 1 •. 85 3.4 s. 1 7 Q 10.4 16.0C T.ee & Plug - Min. Max II E11 !l.rP.~ . \fol r. 16 .• 5 • os 1. 1 9 J. 41 • 05 1 .57 2 .• 4E • l I .99 3-~ . 15 2.38 5.&5 .2 3 • l 6 10. DO • 5 1. 94. 1~,.s~ . 75 4 .16tt. 60 t. 05 . .1. 20. 51 •. 00 2. 95 .. 8 :~·t,: £9. Ot 4. 7 5 rn. 1c nsrol12 .. oc Minimum areas shown are in square feet. Volumes shown ar.e in cubi-c yards. Vertical dimensions of all block bearing areas shall be tdentical to the horizontal dimeffsion shown. HORIZONTAL BLOCKING DETAIL FIGURE 9 E-1-20 Material E-2-20 Co~struction 1500# Be 11 Be 11 NOTE: Trench width: 1. Pipe 24" i .d. and ~mal ler :: 2411 or o.d. + 12 11 whi:chever is greater. 2. Pip.e larger than 2411 = o.d. pf Pipe + J 8 11 • --- 3. Cradle shal I extend a min. of. 6 1 ' beyond each side of pipe. RUBBER GA 'SKET JOINT Bel 1-Bel 1 Beml Keep a min. of l' -oti · c lea ran~.~ between ~tine. arid jo1nts or bolts on C~I. Pipe. or in excess of 1 1 -0" as detailed. 1-1-78 H.J. .:,-. ____ 1500# Concrete () MECHANICAL JOINT BELL AND SPIGOT JOINT CRADLE DETAIL FIG·URE 10 Main Note: When cr~dle is ~htjW'rl o .r Sp¢ci f i ed for i nsta 11 at ion on concrete pipe the full joint I ength of · the p _i e_e or fitting shal ~ ~ I er.ad led. · '\-... - E J-20 Material~ E 2-20 Consnuction I CI ass "B 11 (2500#) ifl.t Stee 1 Bar Wrap pJp;e with 1Stl · roofing felt Form as necessaiy -. C ..... ........ . n, ..... C . ,- n, C ..... E ,0 z GJ ·Q,. o,r- 0,. , . " BENDS *Vol. Req'd. C.F. A Ft. 6 B Ft. C Ft. *Vol. Req 1 d. C.F. A Ft. 8 B Ft. C Ft. *Vol. Req'd. C.F. A ft. ·10 B Ft. C -Ft. .. ~yql.' -Lt~ • d. C.F. A Ft. 12 B ft. . C Ft . *Vo·]ume cal cula.ted on ;900 45° !9.99 '21.64 2.50 1.42 4.0 3.88 4.0 3.88 71.09 38.47 2.83 l.67 5.0 4.8 5.0 . 4 .• 8 111. 07 60.11 3.25 l.92 5.9 5.6 Sao 9 · 5 ro .6 159.94 4 •. 17 '86).5.6 ":2.42 6.2 6.0 6' .• 2 6.0 on the basis of the resp_ectj ve 8 221/2° 11.03 1.0 3.36 3.36 19.61 1.5 3.66 3.66 J{)~ ~5 1.15 4.25 4.2:5 44 . ]3 1.42 5.54 5.54 concrete Kee.p concrete clear of pipe joints and bolts 11 l /4G 5.54 0.75 2.75 2.75 9.8_5 1.0 3.2 _3.·2 15.40 1.5 3.25 3.25 22.17 1.25 4.2 4.2 benc;ls under reacting thrust pressure of an intertral 15,0 psig at the rate of 150 lb. wt. per cu. ft. of concrete. VERTICAL EXAMPLE TIE-DOWN FIGU R·E A BLOCK I I DETAIL . 1-1-78 El-20 Material E2-20 Construction 1-1-78 Grout Q\t er ~i;p, p;s¢d . st.eel s,t ·ri;ipS . Ke .ep .CQl'.)GX~:t!? clear of p:J rte j o i n-t s and bo l t ,s NOTE: Quantities wi 11 be specified on plans or direct~.d by Engi- neer. Bar 5te.e.1 Str~ps lh Va;r-iable quantity d~pendin~ ·on thru .st.. ---Form as· ~-Necessary .• ' 2500# concrete bars b.oth ways 011 c/ C EXAMPLE B VERTlCAL TIE-DOWN BLOCK FIGURE 12 El-20 Material E2-20 Construction '\ ( 1-1-78 Keep Coneere't e C tear of P'i pe J_pi (Its -and .Bol t_s D w = s:tee 1 B.at Str~ps in vc;1ria~le qu:antity depehd-- i tl ,9 on thrust. -- --=--Pro,vi de For:mi hg a·s Ne .c.essqry 25tl0}/ Conctete Bar~ Both Ways 6 11 c/c NOTE : Quant i ti ~s ~ill be specifi~d jn det~il plans o :r di rec:ted by the Engineer EXAMPLE C VERTICAL TIE-DOWN FIGUR-E 13 BLOCK E 1-20 ':iaterial E 2·20 Const(uction f~istlng 1-1-78 [) ® ® • f I .. ' . •· . . ;_ ' . . . Q) f 611 min : cl i niel)·S ion. M~~. for pay pu rpe>~e,~ sha 11 be 611 on main 2'4 11 ~nd sma 11 e, r, 9•,1 qh mains 3011 and larger, when bid per cubic yard. 4!" min. dimension~ 4 11 max. for pa5' gurpos~s whe'h .bJd per cubit y~.r~. Cl ass 11E'' 150·00 concrete. C·oncrete encasement shall stop 1 1 either si.de of joint, ,afid when · •'ncu,ng c9~r~_te pressure pipe-. full 1,ngths of pipe shal 1 be enc•se.d, joints excluded. CONCRETE ENC·ASEMENT DETAIL FIGURE E 1-7 Material E 2-7 Construction 20 '/ 1-1--78 \/hen a f Ire hydrant is loca~ed at ehd of Hains 611 and 8 11 in diameter, wye may be omitted Contractor wi I I make a reasonable effort to prev~nt back-flow of purged water (See -~2~24) t>:T -Eij_O PI PE R l:SER ABOVr GROUND LEVEL ~·· --.. C:A_P,'~'FTER Q l,TCH ,HAS BEE·N .D£WATERED I. lirst,al I HJ Wye at ter,minal end of ma iin 2. Uo:s:ure on A-C p; pe w i 11 r ·etfO ire ''R 'itrg-T i ght 11 to plain end atf~lpteF in ;3dditiQfl to HJ \.lye J. :B.l QP~ i,Jy-e Hr~fght . nm en.d plug 4. AftflJi ·~Jeaning w1tb 11 Polly"'Pi'g"' instal I' branch end plug·. · CLEANING WYE DETAIL FOR NON -LOO.PED ·sYSTEM 1211 AND UNDER FIG -URE 29 El-7 Material E2-7 Construction ! ! .I Existing 1-1-78 • I ' . . ' I . . . .• •· CD t Q) 611 min. dimension. 611 max. for pay purposes when bid per cubic yard. @ @ ® 611 min. dimension. Max. for pay purposes shal 1 be 611 on matns 2li 11 and smaller, 911 on mains 30 11 an·d larger, when bid per ctibic yard. li 11 min ·. dimension. 4 11 max. for pay purposes when bid per cubic yard. Cl ass "E 11 1500# concrete. CONCRETE _ENCASEMENT DETAIL FIGURE 113 E. 1-7 E 2-7 Material Construction ', ' ~, Cl/ CL/ I- Cl/ -..0 Ill 1: Ill ;> ' Cl/ C ~· Cl/ ..;i I.. .c Ii it)_ ~-Cl/ L. 0 ill > C Cl/ 111 N 11'1 .• ...; VI I.. 0 C Ill :::c ·1-1-78 NOTE: l or /4 Roadwa 6" Q . _.., , I Standard ··g~: -· • I "JO' Curb & Gutt.er F-.-!j.: ,-.,. : •. ·, • ·• • f C'f"\ , -, .. -:i. -.............. ·.··r~· -·;· ~· ... : . : . .. .. . . : .. ~-. : ~ : :'":' ': .-IN •• i· ' .•• ,. . •• -•• ........ ~.· .. . . . . . . .. -·:.. . ~. .... : .. .__ •. · ·-·:t·-._: ···.'.;i ",. 2 1 -611 I 1 I~ 1:c I I ~ 1 ·' ·/ \ / \ / \ !-. l..:J" I / \ I .I J-. _.;.. ~ _,,,, I ---I .,,I' ' ,, . . \· n .h\1. .~atert I g t f ug • • < -. Grade 1% TYP-iCAL SECT18N Stanch~.rd Cur. ·Gutter Sect'i n L 11.e Tees Will B.e Used On All Service U nes Consfructed At Same Ti me As Pub 1 i c Sewer. Q Note: Embedment ~11d backf i 11 as required for adj a cent sewer main shall be included in the price bid per sewer service complete in place. Sewer service line location to be marked with red vinyl ta_pe ·, i,t least , • wide_ and · 10 mil thick attached to the end of the service and ext,mding through the back- fi 11 · at the point of house service connection behind the proposed curb . -SERVICE LINE DETAILS . FIGURE 115 El-9 Material E2-9 Construction ,,.. 1 J . a. >-t---0 . cu STREET 8-.l ·A R68ARS T'f P. ----- USE 3.CYOOI CLASS A eomCRETE. PVHT. . ... ... CASE J CASE .J CQL(:.AR $./jALL ~~YfENQ '(b TOP OF f?1. ~7 COM:R~TE ' (REBAR FIEO.J CASE 2 1 C()LLAR SHALL EX.TENO 3• BELQK BOTTON OF LQ1t'E$T GRA()E RING (REBAR RfiO.) DIRT 4.0' 3"' TYP. 8 ·/4• CHAMFER TYP. 6"' MIN. MINIMUM HEIGHT VARIES SECTION A FIGURE .121 CONCRETE MANHOLE COLLAR DETAIL E1~20.21 HATERIAL E-2...:20.21 CONSTRUCTION 5/18/90 3/0S/93 ' ' ! ' i I MINIMUM 6~ INITJAl:,,..-, ""!"t.!:!:~-~"'-1. BACKFILL COVER T)'PE "C" 8ACKFJLL SEE SPE:C. E1-2.4 'G.C ,.0 , SAND MA TERIAi.. EMBEDMENT & INITIAL BACKflLL SEE SP.EC . t 1:_2.·3 G .. c.o. WATER: LJp TO AND INCLUDING 12" MINIMUM INITIAL BACKFILL CO\£R: ---~- TIP£ "C" BACKFI LL $EE S;PEC. E:1-2.+ G:C.O. WATER -6" SE~R -12• STORM DRAIN -12 · " I ,.,.-.-__ CRUSHED STONE OR SAND MA TE~~ lf'{lllAl. BACR;FlLL $EE 5PEC. E1-2.-4{b) OR E1-2J3 G.C.O. ~l!'{IMU~ 6 ·"·--4.....,..:.i..,.:;ui:.--,.,=..,. EMB'EDJ.lENl SAND GR.A.DA 110N • LESS 1HAN 10~ PASSING f200 SIEVE • P.I ... 10 OR LESS CRUSHED STONE GRADATION SIM SIZE % RETAINED 1" 0-10 1/2" 40-75 J/8" 55-90 I+ 9.0-100 f8 95-100 CRUSHED STONE SEE SPEC. E1-2.3 G.C.D . WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM BRAIN: ALL SIZES MATERIAL SPECIFICATIONS :~E~~~ti~l~ct~~~Jff~t!Rb~i~~r Jr s~J THE E1-i.4{b) ANQ E1-2.~ OF lHE G.C.D. ANcf SlD. SPEC. ITEM -402 OF lHE TPW STANDARD SPEOFlCA llONS FOR SiREET _& STORM DRAIN CONSTRUCTION. AU. OTHER PRO\IISIONS Of THESE ITEMS SHALL APPLY. WATER, SEWER & STORM DRAIN EMBEDMENT AND . BACKFILL DETAILS CITY OF FORT WORTH-CONSTRUCTION STANDARD FlGURE A DATE: 2-19-02 CON CRETE COLLAR {PLAN VIEW) FERNCO FLEXIBLE COUP.LING REQUIRED IF EXISTING SERVICE IS PRESENT, OTHERWISE PLUG. CONCRETE ANCHOR •~GITY · OF ·F0RT WOR1H .STANOARO ,CI.EANQlJT GP.-P •(pvt: OR' t'AST IRON} ~~--BACKFILL CLEANOUT STACK 'MlH N'A TIVE TOPSOIL COMPACTED TO' 95:,,; STANDARD PROCTOR DENSITY 4" STACK (IRON OR PVC) PAID. FOR AS .ctEANOUJ'l PRODUCT INFORMATION •• From Stonley Roberts &: Assoc ., lnformotlon Subject To Chonge. DESCBIPDQN YlfUlliI PART NO Cast Iron Lateral Cleon ·oul W/ ss Bolts arid Coupli ng_ Plastic Sewer Loferol Cleonout W/ SS Bolts and Coupling, 18 lbs 2:25 lbs ATL,-1'524 rCtJ~B STREET PVC CLEANOUT BOOT CUF'iNQUf NP!E6 1. n:IE $WEEP 1EE ANO PIPE FllJ1N'GS '11:fSifi',ti!b: Slf A(h SE '.SOR"-.35 OR 'SDR-26 ,PVC MATERIAL . Z .. CONNEC'tlONS TO THE EXISTING SERVICE . Sl:IAtL ~ BE'.: MADE lJ$1NG. 'RUBBER SLEEVE COUP.LINGS WITH StAINL:ESS STEEL DOOBLE B'AND 'REPAIR, SLEEVES , THE: SLEE~S'. SffALL ,BE TIGHTENED TO THE TOR'CUE RECbMME.NDED BY TI.iE t,4AN.UFACnJRER. 3. SLOPE .OF THE SAN ITARY SE~R SERVICE SH ALL SE . A MINIMUM OF 2 PERCENT. 4. IN HIGH TR.AfFIC AREAS (S'TREE.TS, DRIVEWAYS, SIDEWALKS &: WALKWAYS), SERVICE .CLEANOUT S:tACK AND CAP SAALL SE CAST IRON. 5. IN NON-TRAFFIC AREAS, ·SERVICE CLEAN()UT. SJ ACK, AND CAP SHALL BE PVC Mi6iTERIAL. 6. PIPE ~NO "FITTINGS. SHALL BE SOR-JS OR SDR-2!) PVC, \'/HEN NOT IN HIGH TRAFnC -AR'EAS. 7. CONCR'EJE U,SE:D A80UNO CLEANOUT .AS,SEMBLY SH'AU '8£ 5 .,Si\CK, 3,000 PSI "!IX~ DRIVEWAY DRIVEWAY APPROACH STREET CAST IRON CLEANOUT BOOT T L CITY OF FORT WORTH, TEXAS DATE: ·0.9-2004 TWO WAY SERVICE CLEANOUT SAN-011 ------------------------------------------·---------· EXISTING CURB & GUTTER NOTES: TRE~0H REPAIR U).flTS EXISTING BASE, {IF ANY) BACKFILL MA:T'EpJAL (SEE NOTE j'Jf TRENCH REPAIR W/PERtvfAN.ENT HMAC PAVEMENT AND N0N-REINFORCED CONCRETE BASE TYPiCAL SECTION 1. PLACE A MIN .. OF 2· HMAC. SURF;&;CE 'COURSE {TYPE ·D" MIX) TO MATCH EXISTING HMAC PAVEMEtn GRADE AS > SHOWN. 2. PLACE A MIN. OF e• 2: 27 CONCRETE AS 'SHOWN, EXiSTING CURB & GUTTER 3. F[OWABLE FILL MAY BE REQUIRED TO B'AC,KFILL , ~LL . TRENCHES IN DOWNTO.WN STREtrs, AND IS OPTIONAL IN OTHER AREAS; IF' 'FLOWABLE ;FILL 1·s :REQUIRED, A SEP'ERATE PAY· ITEM WILL BE PROVIDED FOR SUCH. FOR STQ.RM . DRAIN INS'tA.tlAJJON, '.BAGKFJLL Sl;lALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR' 'STREET -AND ST.ORM: D~AIN , CONSTRUCTlO~,, CITY OF' F'ORT WORTH •. FOR WATER OR SANITARY SEWER INST'Ald.AilON,BACKfitL SHALL BE PER FIGURE A, 4. AU .CONSTRUCJTQN MUST BE IN ACCORDANCE WITH THE CITY :OF FORT WORTH STANDARD SPECIFIIS'ATIONS FOR :STREET ,ANO STORM DRAIN 'CONST.RUC.J)ON , REV. 05/2006 I~ Cl"N OF f::ORT WOR!H. 'itXAS ,ORT -. . · · PERMANENT .ASPHALT PAVEMENT REPAIR WITH NON-REINFORCED CONCRETE BASE DA-TE: 09/2005 2000-1A I EXISTINC. CURB \·GUTIER NOTES N0 .3 BARS ON 24• CENTERS :~: ·tt~1~~~A~1~N ttrcH TRENCH TRENCH REP.AIR L:J!illTS 'NPICAL .SECTION 1. REINFORCED CONCR.ETE PAVEMENT SHALL 'BE REPLACED TO. OR I.GlNAL THICKNESS OR TO A MINIMUM Ti,IICf<'NESS OF' 5" WHICHEVER rs · '.GREATER . 2. IF' STEEL EXISTS IN .CONCRETE PA VE~ENT TO; BE .CUT, Th!E STE'.EL SHALL BE .CCJT· AN!J SALVAGE A:s POSSIBLE. A MIN [MUM . LA P' ·SP \:;fCE .DISJANCE OF'.' f 2" SH1'LL BE Pij0V1DED,, 3. REINFORCED. CPNCRE~ P.,~VEM'ENt 'Will , BE'. REPLAC~D O'l:£~· TRENCH •. AS: SHO'WN, Uil THE EVENT NON-REiNF'ORCED t:ONC:IRETE PAVEMENT ·1s REMOVED •. 4. ALL EXISTING ASPHALT COURSE SHALL BE REPLACED TO THE ORIGINAL DEPlH. MIN IMUM PAVEMENT ON ALL ASPHALT STREETS :SHALL BE 2" OF FINE GRADED SURFACE COURSE. 5 . BEDDING OF PIPE TO MATCH ADJACENT SECTIONS . 6. 2: 27 CONCRETE M'AY BE DELETED IF RALF THE SPECIFIED THICKNESS OF 2: 27 IS ADDED TO THE CLASS "A" CONCRETE . r~--· .... BACKFILL MATERIAL (SEE NOTE #'J)' EXIST CONC. BASE 8. ALL CONSTRUCTION MUST BE IN ACCORDANCE . Win,{ 'THE· :CITY-OP FOR-T WORTH STANDAR[;) S~EciRCATt tI N~ FOR STREET AND ·STORM DRAIN CONSTRUCTION. REV. 05/2006 CITY OF FORT' WORTH, ~XAS PERMANENT ASPHALT PAVEMENT REPAIR WllH REINFORCED CONCRETE BASE DA TE:. 09/2005 2000-18 EXISTING CURB & GUTTER NOTES: TR!NCH REPAIR LIMITS ,EXISTING HMAC PAVEMENT' TRENCH REPAIR W/TEMPORARY HfyiAC .PAVEMENT TYPICAL SECTION ~CKF!LL MATERIAL {SEE NOTE /13) EX1Sill)l,G, :CURB" & GUTTER 1. PLACE A MIN . OF 2· HMAC SURFACE SOURSE (TYPE ·er MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN . 2. PLACE COMPACTED FLEX BASE MATERIAL AS .SHOWN . .3 . FLOWABLE FILL MAY B.E REQUIRED TO BACKFILL ALL TRENCHES' IN DOWNTOWN STREETS,, AND lS OP Ti ON AL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A• SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH . FOR STORM DRAIN INSTALLATION, BACKFILL SJ-IALL MEET SPECIFIED ITEM 40.2 OF THE 'STANDARi::> SPECIFl'CA TlONS FOR STREET AND STORM DRAIN CONSJRµ'CTION, a TY OF' F'ORT WORTH ; FOR WATER OR ·SANITARY SEWER INSTAU.ATION ,BACKFlLL SHALL BE PER FIGURE A. 4. AQ. C,ONSTROC-0,0N ,MUST BE IN ACCORDANCE Wl]l:I JHE Cftv OF' FORT WORJH SJ ANDARD 'sPiCIFJCAnO~S FOR STREET AND STORM DRA'iN CONSTRUCTION . REV. 05/2'006 ~T"'}Yogg · c1w OF FORT wo~.TH . re:xAs ~ TEMPORARY ASPHALT PAVEMeNT REP·AIR .DATEr 09:/2005 2000-1c 5' MIN. EXISTING BASE (IF ANY EXISTING CURB TRENCH REPAI.R W/REINFORCED CONCRETE PAVE,ME.,NT TYPICAL SECJJON NOTES : 1. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS ANO IS OPTIONAL ]Iii , O'THER i\REAS. IF FLOWABLE FlLL IS REQUIRED',, A 'SEPE~ATE PAY 1.TEM WILL BE PROVIDED FOR SUCH . F OR STORM DRAIN INSTALLATION, BACKFILL SHALL MEET SPECIFIEO ITEM 402 OF THE STANDARD SPECIFlCATlONS FOR STREET AND STORM ·oRAIN CONSTRUCTION, CITY OF FORT WORTH . FOR WATER OR SANrTARY SEWER INSTALLATION.BACKFILL SHA LL BE PER FIGURE A. 2. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO ORIG INAL DEPTH , OR TO A MINIMUM DEPTH OF 5" WHICHEVER IS GREATER. J .. PLACE 6!° OF 2:.27 CONCRETE AS. SHOWN. 1" OF REINFORCED :~ON C'RETE MAY BE :s'l:fBTltuitO FOR' :E:VER·Y 2" OF 2: 27 -coNCRE'.TE . 4.-REINr::oRCEMENT OF :coNCRETE MUST .MEET .CITY STANDARD OR MATCH EXISTING, WHICHEVE'.R IS G.REA TER. 5 . ALL CON.STRUC TI ON MUST BE IN ACCORDANCE WITH THE ,GfTY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUClldN. CITY OF FORT WORTH:; TEX-AS TRENCH REP ,AIR W/REINFORCED CONCRETE PAVEMENT REV. 05/2006 DATE : 09/2004 2000-2 t ,~· .... ' .... ,-PMS ' 167 (Co.ppe;,:} r--PMS 288 \ JG) 3 II \ \ \ \ ' \ \ \ ' \ ' \• ,. \ ,I .. /.: • I .,· ·' 31 · -· 1.:SJI l 1 , I I l I 2;25 1 .,.. 1 ---I \ / -.FdRtWO -RTH . -('I') ar -0 11 3" ,. \ .I I . I .( I · 4· J 1 ~ ll ·~ , . • ,:11a I I I. I I \ I ' i ' I I I \ You1\ Water ,. \ . 311 3·,75" ....... },unds ln Action ___ 0 = -,- 2.25 11 --·· ' .. ·: .. . : . . . . .. . ' .. . . . ~ •,. . . . . . . ... ., ... · ..... ::--·.· .;· ·PROJ~TNAMti >.··'.·· .:. · .. ·:,··. . i'' :': . . ·. ]JROJECT NQ~·oo.00000-00 / 00~00000~00 . . ' .. ;_ ... -0 . . . . . . . . , . . · .. ·. : . . $00Q,OOO~OO . . · .. ·.. : . . _· · . . . .· .· ._· ·. · .. QuesUons on _this project, ca1l 87i1JS06 (Weekdays 7:30. a;m. --~;30 p11m~ .. . . .· . . . . . . . . ... . . . . . . . . . · . . · :. _Qu~~t;)~S on this projec_t..~_fter ~ours, ~I.I ~7J~7~70 .. · ... . ·. Afte~~~ours·w~te_r and s~w~r eme~ge~ci~s,"."¢a~l°871-S300 .. ' ·· .. • ... .-.: ... : . . · :. ·.:. ·.~ · ..... ·,.:·.·. . .. ;. .~ ...... · .. · . .-: ... ·::.::-':·~.-·~ · .. :·.:. :·, ·. . . . .. . . ;. ·.···•. 1,5 11 I 1.5"....,__ qrormallo11 about Fort Worlh Wri~te~v.a.tcr Pro.grm1:i , call 332 .. aI·RO 1.5 11 -------' . \ I ,., \ \ .\ . ' . . . ·\_.. _. Wh1·t'e I \ 1. I \ ' ' l \· \ ' ' ·:t, ,\ . . .• , ''-1-PMS :28:S (Blue) e I I .. I 3.75 11 tv 0 : 4.5 11 PFl·OJ.ECT SCJGN Fi~••re 30 Scale1"=1' ) l f,i q/9· E2-1 Gonstn ;n .;:. ' 0 : -· .. _· .. l EXISTING CONCRETE SHALL i:: SAW CUT FULL DEPTH .. . GRILL mo .GROUT M0.5 x 2'1" TIE .ARS AT 21" C-C. PENAmATF. MIN . 6" ·no EXISTING PAVEMENT : .. SPLICE NO.J GARS TO · THE NO. 5 TIE BAR ·,1ITH ·A MINIMUM 12" OVERLAP. SAW CUT MO . .3 BARS Q 2•~" C-C BOTl'·I WAYS . AT EXPANSION JOINT USE R£0W00D XPANSION JOIMT . FiLLER AMO M0.6 x 24" MOOTH DOWEL AT 2·-1·" C-C S•AW Ct.IT, ·' ., EXISTING STEEt: IN PAVEM(MT Sl~ALL m: CUT -E>NSJ . c·mtt. Pl\VEMOIT. . .. .:._:i_;_;.~_...::-:.::.~.:..: .... · .... · ':'!'' ·~-..... •• ~--~~a· .II!'· :!ill'":.·--.. ··~--·· ·-· ~~ .. P-·, ~~ ~ ·-• '~.• ; ,. ~:--~:~~: .•• . •. !'' .. .EXIST •. ST!i'.EL \ .-'·· · .· ··1· · . '': ·. '.·· · . .-.'·\: .. :_.··: .. :·:.· ..... ·· . . . . . •' ..... . -I -· .;. . .. . ,., --. -... ;.,--. -ii·;· CURB W!J!//~V(7/F 5' Ml~!. I ·l , ·1 I --· If MINj ~-- 5' MIN.---1~\~· I I•[·, . SAWED OR CONSTRUCTED JONi ~ JOINT I I ·· CURB 1~~1 z TYPICAL f=>ARTIAL PANEL · REPLACEMENT F~EINFORCED CONCREiE PAVEMENT JOINT 'PAVEMENT THICi<NE-SS T• 5" T--6!' T• 7-" r ·-0" DEPTH JOINT DEPTH 1-11+" 1-\/1" 1-3/,(." 2" · GEORGE A. BEHMANESH, ASSIST ANT DIRECTOR, TPW . 'flPPROVED r:J'(~ ,$'?'\,..-~ DAT£<>,6'L~L HU.G .O MALANGA ~DIRECTOR, TPW CITY OF FORT WOHTI-I, TEX/I'S. TRANSPORTATIOt-1/PIJBLIC WORKS . ________ £_N_G_1M_£E __ R_1~_,G_D_1v_1s_10_~_, ___ , _______ -. _______ ~F~IG~ .. ~2~00~0~-~·l·~A~ Rev . ----------------·-------·-·--·----------·· APPENDIXB TRAFFIC CONTROL PLANS 1··. 1. . .---· -~_:....__-------------- ·1 1. 1 I rl I! "Ii · I I I i t If I I I . 0 0 0 0 ~01,.'.·.· .. : ci ' ' ~ .., .Q . ',,' -~ .D . t D 0 I 0 0 0 0 0 .. f If I ..J 0 g This pion js submitted for TCP . I certify this pion will be used for the following locotion(s.}: N ~ ' n and lliot oil channelizing devices will conform to "General Notes" os shown on the bock . w ~ 0 Signature : Cl.TY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Dote: TYPICAL. TWO WAY STREET ONE LANE CLOSURE Note: See reverse side fcif ·cenerol Noles ·ond D·e.vice PLAN "A'·, ~ I 'it -I I I I I i I I This pion i~ submitted for TCP. I certify this pion will be used for the following loco lion{s): ----------.... _,, .. _______ ...:...._ __ .and that all channefizing devices will conform to "General Notes" os shown on the bock. Signoture= CITY OF FORT WQRTH TRANSPORTATION AND . PUBLIC WORKS Dote: SIO~WALK CLOSURE DETOUR Nci e: See reverse side for Gcncrol Notes ond Device S · ocin • PLAN ·3·· '< ':·· L . ) ! ~! p z <( .J a.. .~ 1t ·i :z: I t-:::: l!:. I ·"' ,• ,. I SfQ.~""-t< ~~~~D- JIIOCW~C..o,l(lt ¢=:=? USC~· sa:: ¢=> c=:> -L~ I ~ I l I 1l . I, This pion is submitted for TCP. I certify this pion will be used for the following 1.ocotion(s): and that on channelizing devices will conform to "G.enerol Notes" os shown on the bock . Signature: ' CITY OF FOR_T WQRTH · T8ANSPO.fH A TION AND PUBLIC WORKS · Note: Dote: SIDEWALK CLOSURE DETOUR ''G ... ti l\ II ~ ll ., I- l I ' ' I z < __J 0.. 0 ·o 0 N ·~ ...... r"l. uJ >-< 0 tB~ ·¢=> =:> -l ~ ~ /• I I- \ \ ~ ~ ~~ ~ T fi I .. ... ... •e: ti .. IJ w C .. 111 ~ h·Eij-.- .1. -·q / ~- / ; . ~- / -I This -pion is stibmitted for TCP . lc'ertify this pion will be used for the following locotiori(s): and th at dl i·.chdnnelizing devices will confor m to ''Gener di Notes" os shown on the b .ock . Signature: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Dote : FULL STREET CLOSURE DETOUR Note: . PLAN "F " ;-.... j' . ~ . ' -f I l r 0 ~ .~ _J 0.. ~ 0 0 0 ~ ...... -' ,.., w I-< C .. l .... <J=3 -- ~ -,.., r I· I I .A. ~ ~ i · ' K I rO •O• O·•f S!<( =I· a:w ~~ a _,.,· 'o ' _,·,v I t t a: WW U• • i...z 0 D i...o :>N 0 0 m I .. r°o 0 ·~ 0 u 0 .J 0 0 " u I LAA( I I I of f LH£ I , __ BLOCK ED BLOOC£0 1 2 3 I 2 3 X X . I ,_~ ; X . -1 ·L ~ I ..11.. t L~E I B~OCICE O BL9(::KE D 1 2 3 1 2 '3 I )I t"-,.._ I X I I X -. I ' ~ . . ..2. -:- <e> . ' X X . .,. ~-If I If .A. _:.__ . I I Thi ~ pio n is submitte d for TO P. I certi.fy this pl<!ln will be used for the following locotion(s }: I . and tho l all channeliz i ng devices· will con fo rm to "General Notes " os shown on the bock . Signature: Do t e : CITY OF fOR.T WOR TH .. -·TYPICAL · TWO WAY DIV!Df:D · ARTERIAL TR ANSPORT AT i ON ONE -LANt CLOSURE . ANO <Not e.: .• PUBLIC WORKS S ee · r:ey erse si de for General Notes on.d Device Soocinc PLAN II E ti .. f"iogg!<." 2 Floggers required wheneve opposing traffic required •. to us.e some lone. Floggers shall be in constant p radio contact. No congregroting oround ~: flogg~r stqfi5JriS. . ii!.: Plogger :~totions must be r.·ghted _ oi night. ,,.. D ~DD --- ·.I:~ -~ • •' ID ·: 0 0 " 0 0 . 0 .. II: WW lL z lL 0 :iJN m f'loggor ,Roquw-ed On CoUecto, ./Res;dcnlio1 Stre• ls. A.ddit'ionol FlooQet's Moy Be Required o~P;ndi'ng O n f'i:tld Ct1nditions. 'b 0 0 N ~ This pion is subrnitled for TCP. I certify this pion wiil be used for the following lbc-0tion(s): :,.. I") w .. ~ ohd th~t al! cho·nnelizin9 devices will conform to "Gener.al Notes" os shown bn the bock . CITY OF F{)R'T WORTH TRANSPORTATION AND . PUBLIC WORKS . Note: Dote: TYPICAL TWO. WAY .STREET LANE CLOSURE See reverse sid'e for Geneiol Noles cifid 'Device PLAN ''D''· ~.-.. 1 -~. l :]·· •. = ... . ;; ; . f, ... . i ,.i 1-· ~ 1 .l 0 0 0 C'I ~ ,. I I . I ,. t') w .... ~· 2 Signs 0 <Bock d o -Bockl ~~--l-t-~~~~-'-t--'"'\~--•. !> -)( 0 0 S2 e • ,0 • ex• • • • • • ~ • . I ~ . ~ :·II' I • 0 • • .. ..IL. • • • • • • I .. . • • 0 • .. " • • • . ENO ROAO WORK \ It f I ./° ,END ~ .. . ~.¢ WPR.K ...A.. <Hot. Req~,d ror ,.t CP , /1 l ••• T'bOft ·on~ Ooyl <e> l.lP,1<.I , . . . 1~x I M.P ,H. 7'. !"~:_~ ,~~y v,·· This pion is submitted for TCP . I certify this pion will be us·ed f or the following locotion(s): and that all channelizing devices will conform to "General Notes" as shown on the bock . Signature: Dote: CITY OF FORT WQRT TRANSPORTATION CONTINUOUS LEFT TURN LAN£ .-DET"OUR ANO PUBLIC WQRKS No~: . ;$ee reverse side for GenerolNoles and o·evice. ·s oc:in ·• PLAN · 11 C " ..12. \ r g 0 !> 0 0 0 00 I-I 0 0 0 0 ir,ir 1if.1if :> 0 ·.+----+--i:r: w \l.. w lL :z ::> p --+---CD N Jil... __ -4-_ [JI !a C L 0 ~ Cl ti C 0 __,_______"~ ~ ~ ;o... __ !,.__ ~ rsi CS) · ~ This plon 1s submitted for TCP. I cert1fy this plon wi ll Qe -u:;ed for the falling lcicot1on(s): tb St i I ~----------- ond thot oll chonnehzing dev.1ces w11I confor(TI .to 'Generol Notes~. os shown on the bock. w t-g S1gnoture: Oote CITY.OF FORT WORTH TRANSPORT fl Tl ON . . AND PUBLIC WORKS TYPICAL ONE WAY STREET . TWO RIGHT LANES . C.LOSURE N'ote~ See re~er·se s1oe· for Generol Notes ono Device ·spoc1ng PLAN 'B' <;'l ·. ! ,• ii " .•. f: l ,, ,' 1 H L.1 APPENDIXC ALTERNATE CAST-IN-PLACE BOX STORM DRAIN PLANS AND DETAILS CAST-IN-PLACE ALTERNATIVE It shall be the Contractor's option to utilize Cast-In-Place boxes for this project. Construction of the Cast-In-Place box shall be per TxDOT standard, according to the included plans and details , and as modified: Fl: Glen Garden Drive 1) All concrete shall have a minimum compressive strength of 4,000 psi. 2) Box design per TxDOT drawing SCC-9. 3) Box top and bottom minimum thickness shall be seven inches (7"). 4) Box sidewall minimum thickness shall be seven inches (7"). 5) Box steel design shall be per fill height design often feet (10') for box 9'H X5'W. 6) Contractor shall adjust bar lengths (subtract 1 '-0") for only Bar C and Bar E to accommodate a 4' -0" box height, unless otherwise instructed by Engineer. 7) Contractor shall note that quantities provided in drawing SCC-9 are only approximate since the proposed box is 9'W X 4'H. 8) Wingwall design per TxDOT drawing PW. 9) Miscellaneous details per TxDOT drawing SCC-MD. F2: Truman Drive 1) All concrete shall have a minimum compressive strength of 4,000 psi. 2) Box design per TxDOT drawing MC-7-10. 3) Box top and bottom minimum thickness shall be seven inches (7 "). 4) Box sidewall minimum thickness shall be seven inches (7 "). 5) Contractor shall note that quantities provided in drawing MC-7-10 are per 40 feet of box length and shall be adjusted accordingly. 6) Wingwall design per TxDOT drawing PW. 7) Miscellaneous details per TxDOT drawing MC-MD. Selection of the Cast-In-Place option shall be at no additional cost to the City of Fort Worth . Cost of installed Cast-In-Place box and headwall shall be per each appropriate Section B bid item. For this project, lengths of box and headwalls constructed as Cast-In-Place shall be considered equal to that listed in Section B -Bid Proposal. No additional compensation allowed. If the Cast-In-Place option is selected, the Contractor shall supply the additional backfill materials that may be required to achieve the necessary surface grade(s) due to a reduced box top and wall thickness. No additional compensation allowed. Date:~&~/~/ ~-+--'---UJ __ 7 __ APPENDIXD EASEMENTS AND TEMPORARY RIGHT OF ENTRY DOCUMENTS 2004 CIP MINOR DRAINAGE PROJECT# 00098 Par·cel # 14R Doe#4723 6237 Truman Drive Block 26, Tract 14R Carver Heights Addition STATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT DRAINAGE {PIPE) AND SEWER LINE EASEMENT DATE: GRANT OR: WILLIAM MAYHORN AND MARY MAYHORN GRANTOR'S MAILING ADDRESS (including County): 6233 Truman Drive Fort Worth, Texas 76112 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1 00) and other good and valuable consideration , the receipt and sufficiency of which is hereby acknowledged PROPERTY: Being a parcel or ttact of land fo1 the pwposes of a 15' drainage and sanitary sewer easement situated in the J.A Crea1y Survey, in the City of Fo1t Worth, Ianant County, Texas, being part of Tiact 14R, Block 26 of Carver Heights, an addition to the City of Fort Worth, and being more pa1ticularly desc1ibed in Exhibits "A" and "B" attached hereto. Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells , and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation , maintenance , replacement, upgrade, and RP/CG 07/05 !: E r i I ! repair of a Permanent Sewer Line and Permanent Drainage Facility, hereafter referred to as "Facility".. The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in , upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility .. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or capacity of the storm drain and its appurtenances . However, Grantor shall be permitted to ma intain any existing concrete driveway or road on the Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks , driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged , or destroyed as a result of the Grantee's use of the easement granted hereunde r. Provided , however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee 's successors and assigns forever; and Granter does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee , its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires , s ingular nouns and pronouns include the plural. GRANTOR (5): WILLIAM AND MARY MAYHORN wl~ fit ku-, PRINTED NAME: WILLIAM ~HORN GRANTEE: City of Fort Worth Marc Ott, Assistant City Manager P ermanent Sewer Line Easement & Temporary Construction Easeme nt RP/CG07/05 L ! i L E ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a NotarY Public in and for the State of Texas, on this day personally appeared W · , known to me to be the same person whose name is subscribed to the fore oing instrument, and acknowledged to me that the same was the act of v..) and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capa y therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this-------day of __________ ,2006 . STATE OF TEXAS COUNTY OF TARRANT § § BEFORE ME, the undersi Notary Public in and fort ACKNOWLEDGEMENT on this day personally appeared__._~,..__+----il--=::...,\-~------ same person whose name is su c that the same was the act of_:Jri.-.:!:::.:...:.~-,r-1.~~~==:::::::!....._..::::::: the same as the act of said --11.\:~~~~~~~~~=====------ and consideration therein expresse GIVEN UNDER MY HAND AND SEAL OF OFFICE this------day of __________ ,2006 . exas RP/CG 07/05 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Marc A Ott Assistant City Manager, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this-------day of ----------' 2006 . Notary Public in and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of ----------' 2006 . Notary Public in and for the State of Texas RP/CG 07/05 Parcel No .. 14R 2004 CIP :MINOR DRAINAGE PROJECTS DRAJNAGE PROJECT NO_ 00098 CONTRACT F: MISCELLANEOUS CULVERT IMPROVEMENTS D .O .E. No .. 4723 SEWER PROJ. NO .. P258-541200-0701 l700098-83 EXHIBIT A FIELD NOTES -15' DRAINAGE AND SANITARY SEWER EASEMENT BEING a parcel or tract of land for the pmposes ofa 15 foot chainage and sanitaty sewer easement situated in the J.A. Creary Survey, in the City ofFort W01th, Tauant County I exas, being part of Lot 14R, Block 26 of Carve1 Heights, an additiontotheCityofF01tWorthaccordingtotbeplatthereofrecordedinVolume388-6,Page96,PlatRecords, Tanant County, Texas, and being more particulady descnoed as follows: BEGINNING at the Southeasterly comer of said Lot 14R, Block 26 and the Southwesterly comer ofa 20 foot chainage easement of said Calver Heights addition, and point also being in the Northeasterly Right-of-Way line of I roman Drive (50' Right-of:.Way); THENCE No1th 61 °15'00" West, along the No1theastedy Right-of-Way of said Truman Drive and following the Southerly line of said Lot 14R, Block 26, a distance ofl 3. 71 feet to a point for C9mer at the beginning ofa tangent cwve to the left whose chord bears North 61°18'51" West, a chord distance of L29 feet; THENCE in a No1thwestedy direction along the Northeastedy Right-of-Way of Truman Drive, following the Southedy line of said Lot l 4R, Block26 and along said cwve to the left having a central angle of 0°0 7'43 ", a iadius of575 .00 feet, and an arc length of 1 .29 feet to a point for comet; THEN~ No1th 28°37'49" East, depru:ting the Northeastetiy Right-of-Way line of said 1mman D1ive and the Southerly line of said Lotl4R, Block 26, a distance of I I 6 62 feet to a point for comer in theNorthetiy line of said Lot 14R, Block 26, said point also being in the Southerly line of a tract ofland desciibed to Extex Laporte, LP, by deed recorded in Volume 015635, Page 0383, Deed Records, Tanant Cowity, Texas; THENCE South 60°00'00" East, following the No1therly line of said Lot 14R, Block 26 and the Southeily line of said Extex Laporte, LP, tract, a distance ofl 5 .00 feet to a point fo, comer at the Nmtheastedy comer of said Lot l 4R, Block 26, said point also being the No1thwestedy comer of said 20 foot chainage easement tract of Calver Heights addition; THENCE South 28°37'49" West, departing the Southerly line of said Extex Lapo1te, LP, following the Easterly line of said Lot 14R, Block 26 and the Westerly line of said 20 foot drainage easement tract, a distance of 116 .. 29 feet to the POINT OF BEGINNING and containing 0 .040 acres ofland, more or less_ Page 1 of2 LOT13 ~-• I ~ --' 20 0 20 SCALE: 1" = 20' EXHIBIT"B" 40 I I MAYHORN, WILLIAM Etux MARY VOL 005356, PG. 0731 . & I I D .. R.T .C.T. LOT 14R, BLOCK 26 CARVER HEIGHTS VOL 388-6, PG .. 96 P.R..T.C .T. ~PARCEL NO. 14R I 2004 CIP MINOR DRAINAGE PROJECTS, DRAINAGE PROJECT NO 00098 SEWER PROJECT NO. P258-541200-07011700098-83 DOEN0.4723 EASEMENT AREA: 1747 SQ FT DATE: MAY 03, 2006 CADD FILE: LOT 14R .DGN WM JOB NO . 06035 PAGE20F2 !>.) '< . / 'v ....... <o (o ' ~ 0) ~ / ..._ '< ....... .._, ~/.... C, ,b 0r... • ~ Q ~ Q -v "' 'V/ A,.. .f • ~ /.... <rJ· qJ ~ fl -~ R ~ eo·u ~ 0 t I .!!?' .~ (:J 0 qf /.... ;,4J J <:) " ~ ;f-0 ~ ~CO, (f CY/ ~~ STANKOAK, EDDIE MAE Q._~ ~ ('" / hcO' LOT 15R, B.LOCK 26 & ~ 0: I ~..,: CARVER HEIGHTS ~ ~ f\ 0/ t{ VOL. 388-6, PG .. 96 0 '0 P.R.T.C.T . ..... :::-I ,,,,,,_-.. POINT OF / BEGI NING / I I I I I EXHIBIT SHOWING A PERMANENT 15' DRAINAGE AND SANITARY SEWER EASEMENT LOT 14R, BLOCK 26 CARVER HEIGHTS ADDITION AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS RECORDED IN VOLUME 388-6, PAGE 96 PLAT RECORDS OF TARRANT COUNlY, TEXAS mWANI -McCULLAH ENGINEERS & SURVEYORS 1720 REGAL ROW, SUITE 240 DAUAS, TEXAS 75235 PHONE 214-774-1101 FAX 214-774-1105 E-MAIL dfmocullah@msi-tx net David F. Mccullah, R..P LS. #4023 / 2004 CIP MINOR DRAINAGE PROJECT# 00098 Parcel# 15R DOE#4723 6251 Truman Drive Lot 15R. Blk 26 Carver Heights Addition STATE OF TEXAS COUNTY OFT ARRANT § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT DRAINAGE EASEMENT (Pipe) GRANTOR: EDDIE MAE ST ANDOAK GRANTOR'S MAILING ADDRESS (including County): 6251 Truman Drive Fort Worth, Texas 76112 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1 .. 00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged .. PROPERTY: Being a parcel or tract of land for the purposes of a 1 O' drainage easement situated in the J . A. Creary Survey, in the City of Fort Worth, Tarrant County, Texas, being portion of Tract 15R, Block 26 of Carver Heights Addition, an addition to the City of Fort Worth, and being mote particularly described in Exhibits "A" and "B" attached hereto . Granter, for the consideration paid to Granter and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Drainage Facility, hereafter referred to as "Facility". The Facility includes Pennanent Drainage Easement RP/CG07/05 j I ! ~ t b I I I I ! i I i all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, pipelines , junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions, rock rip-rap and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility .. In no event shall Granter (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard , brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or capacity of the storm drain and its appurtenances . However, Grantor shall be permitted to install and maintain driveways and parking lots across the easement. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense , induding the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered , damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement.. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Granter does hereby bind itself and its successor and ass igns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. Permanent Drainage Easement RP/CG07/05 (Signature Page Follows) GRANTORS: Eddie Mae Standoak By.~L Printeame:ajwste, W. Wilson Title: Heir GRANTEE: City of Fort Worth By:-------------- Marc A Ott, Assistant City Manager me: Angela Wilson Hill Heir ACKNOWLEDGEMENT STATE OF TEXAS § COUNTYOFTARRANT § BEFORE ME, the undersi ed authority, a Notary Public in and for the State of Texas, on this day personally appeared . LL) L l ~ , known to me to be the same person whose name is subs · ed to the foregoing instrument, and acknowledged to me that the same was the act of ~L<..w ,, ) . Ll ) tl50Y\.. and that he/she executed the same as the act of sa id l · . for the purposes and consideration therein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this l q 'i-"-day of .,\\\\\\\\WUIIIIJ~ ~" J. CO'()~ ~ ~-::,s,~··· ,.. ~ ,,$ '6" r't,.,... '>:i: I /~*~\\ e : ) \*\.~~~ * ~~ Penna~~ semen! RP/CG 07/05 b.J ACKNOWLEDGEMENT STATE OF TEXAS § COUNTYOFTARRANT § BEFORE ME, the undersiglled authority, a No~ry Pu~ic in and for the State of Texas, on this day personally appeared Hlf (fc\. l q L. ~Oa& , known to me to be the same person whose name is su~ej:rjb~d to the fore~t, and acknowledged to me that the same was the act of HL{-(td I U ~ and that he/she executed the same as the act of said Ue j£ -for the purposes and consideration therein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this )9~ day of ();1-o bt_c ,20~ .. STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME , the undersi~~uthority, a No~~ P~~licJn.?"d for the State of Texas, on this day personally appeared Bi.JUI Ct: LD.O.. ~ , known to me to be the same person whose name is s scribed to the fore oing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated .. GIVEN UNDER MY HAND AND SEAL OF OFFICE this t ~ day of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, tt)e undersi d authority, a Notary Public in and for the State of Texas, on this day personally appeared · l , known to me to be the same person whose name is sub 'b to the .~ore,g_~instrument, and acknowledged to me that the same was the act of_~....U...::'"""j:3?->~--=~;..=.;==---....__\\1= .... /--and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this \9-;,..._ day of ACKNOWLEDGEMENT STATE OF TEXAS § COUNTYOFTARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Marc A. Ott, Assistant City Manager, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purposes and consideration therein expressed and in the capacity therein stated .. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ______ day of ----------· 2006 .. Permanent Drainage Easement RP/CG0?/05 Notary Public in and for the State of Texas Patcel No 15R 2004 CIP MINOR DRAINAGE PROJECTS DRAINAGE PROJECT NO .. 00098 CONTRACT F: MISCELLANEOUS CULVERT IMPROVEMENTS D..OE No4723 SEWERPROJ. NO . P258-541200-07011700098-83 EXHIBIT A FIELD NOTES -10' DRAINAGE EASEMENT BEING a parcel or ttact ofland for the pwposes ofa 10 foot diainage easement situated in the J A Creaxy Swvey, in the City ofFmt W mth, I arrant County Texas, beingpait ofLot I SR, Block 26 of Carver Heights, an addition to the City ofFott Wotth according to the plat thereof recorded in Volume 388-6, Page 96, Plat Records, Ianant County, Texas, and being more pa1ticularly desCiibed as follows: BEGINNING at the Southwesterly come10fsaid Lot I SR, Block 26 and the Southeasterly comerofan existing 20 foot drainage easement of said Cmver Heights addition, said point also being in the Northeasterly Right-of-Way line of Truman Drive (50'Right-of-Way); THENCE North 28°45'22" East, depaiting the Northerly Right-of:. Way of said I ruman D1ive, following the Westerly line of said Lot 15R., Block 26, and the Easterly line of said 20 foot diainage easement ttact, a distance of 115 .85 feet to a point for comer at the No1thweste1 ly comer of said Lot 15R, Block 26, being the Northeasterly comer of said 2-0 foot dxainage easement tract and also being in the Southedy line of a ttact of land described to Extex Lapotte, lP, by deed recorded in Volume O 15635 , Page 0383, Deed Recoxds , I ammt County, I exas; THENCE South 60°00'00" East, following the No1theI1y line of said Lot lSR, Block 26 and the Southedy line of said Extex Lapmte, LP, ttact, a distance of l O 00 feet to a point for comet; THENCE South 28°45'22" West, depaxting the Southedyline of said Extex Lapoxte, lP, and the Northerly line of said Lot lSR, Block 26, a distance of 115"63 feet to a point for comet in the Southedy line of said Lot 15R, Block 26 and the Northerly Right-of-Way line of said I ruman Drive; THENCENoxth61°15'00"West,followingtheSouthedylineofsaidLotl5R.,Block26andtheNo1therlyRight-of-Way line of said I rum.an D1ive, a distance ofl O .00 feet to the POINT OF BEGINNING and containing O .02 7 acres of land, more or less .. (fJ 1 of2 EXHIBIT "B" LOT13 ............. .--.-~---' 0 20 40 SCALE: 1" = 20' MAYHORN. WILLIAM Etux MARY VOL. 005356, PG .. 0731 D.R..T .. C.T. LOT 14R , BLOCK 26 CARVER HEIGHTS VOL 388-6, PG . 96 l'J?(J. 'tt/Afly DJ? ~ A = 00"07'43" R = 575.00' P.R.TC . .T. L = 1 .29' CB = N61 "18'51"W LC = 1 29' PARCEL NO. 15R 2004 GIP MINOR DRAINAGE PROJECTS , DRAINAGE PROJECT NO 00098 DOE NO . 4723 EASEMENT AREA: 1157 SQ .FT . DATE: MAY 03, 2006 GADD FILE: LOT 15R.DGN WM JOB NO. 06035 PAGE 20F2 EXHIBIT SHOWING A PERMANENT 1 O' DRAINAGE EASEMENT LOT 15R, BLOCK 26 CARVER HEIGHTS ADDITION AN ADDITION TO THE CITY OF FORT WORTH , TARRANT COUNTY, TEXAS RECORDED IN VOLUME 388-6, PAGE 96 PLAT RECORDS OF TARRANT COUNTY, TEXAS mWANI -McCULU\H ENGINEERS & SURVEYORS 1720 REGAL ROW, SUITE 240 DALLAS , TEXAS 75235 PHONE 214-774-1101 FAX 214-774-1105 E-MAIL dfmccullah@ms Hx .net STANKOAK, EDDIE MAE LOT 15R, BLOCK 26 CARVER HEIGHTS VOL . 388-6, PG . 96 P.R.T.C.T. David F. McCullah, R.P.L..S . #4023 RF)