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HomeMy WebLinkAboutContract 31708 CITY SECR1 TARP 9 rL CONTRA01 No. � 1 -� SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 CITY SECRETARY File No, K-1856, X-15812 D 0.E. FILE In the City of Fort Worth, Texas CONTRACTOR'S BONDING ( 0 2004 CONSTRUCTION'S C'OPY FORTWORTH CLIEW DEP, %T r T WATER MICHAEL J. MONCRIEF CHARLES R. BOSWELL Mayor Interim City Manager DALE A. FISSELER, P.E. Director Water Department ROBERT D. GOODE, P.E. A. DOUGLAS RADEMAKER, P.E. Director Director Transportation and Public Works Department of Engineering RJN. -INCE 7524 Mosier View Court, Suite 106 ._ Fort Worth, Texas 76118-7121 04-25-05A11 : 33 RCv ff' WHO TIX' �Y w1tV ItV 714.tna I Council Agenda I M&C I Employee Directory I Morning Report 10. 1 P## I IT Online I Departments I Sit*Map_ Print M&C COUNCIL ACTION: Approved on 4/12/2005 -Ordinance No. 16370-04-2005 DATE: 4/12/2005 REFERENCE NO.: "•C-20646 LOG NAME: 30CIPNEWYORK57 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract to McClendon Construction Co., Inc. for Pavement Reconstruction and Water and Sanitary Sewer Replacements on New York Street from East Terrell Street to Rosedale Street (CIP Project No. 00057) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$146,372.75 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of$106,395.75 and to the Sewer Capital Project Fund in the amount of $39,977.00; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriation in the Water Capital Project Fund in the amount of$106,395.75 and the Sewer Capital Project Fund in the amount of $39,977.00 from the available funds; and 3. Authorize the City Manager to execute a contract with McClendon Construction Co., Inc. in the amount of $380,461.07 for pavement reconstruction and water and sanitary sewer replacements on New York Street (East Terrell Street to Rosedale Street). DISCUSSION: The 1998 Capital Improvement Program (CIP) included funds for the pre-design of capital projects that would be worthy of consideration in the next bond program. It was anticipated that with the approval of the 2004 CIP by the voters, pre-design efforts would expedite the construction of bond projects immediately thereafter. On September 30, 2003, (M&C C-19775), the City Council authorized the execution of an engineering agreement with RJN Group, Inc. for the pre-design of New York Street from East Terrell Street to Rosedale Street, which consists of pavement reconstruction and water and sanitary sewer replacements. This project was divided into two separate contracts: 1. Reconstruction of New York Street from East Terrell Street to Rosedale Street, including water and sanitary sewer replacements; and 2. Sanitary sewer and water line replacements at various locations (Contract 99JJ and 99LL), currently under design. The street improvements include pavement reconstruction, construction of standard concrete curb and gutter, driveway approaches and sidewalks as indicated on the plans. The Water Department has determined that the deteriorated water and sanitary sewer lines should be replaced prior to street reconstruction. The project was advertised for bid on October 14, 2004 and 0Nober,21, 2004. On December 2, 2004, the following bids were received: Bidder Alt. 'A' - HMAC Alt. 'B' -Concrete Time of Completion McClendon Construction Co., Inc. $376,027.25 $380,461.07 120 working days Stabile & Winn, Inc. No Bid $397,756.39 JLB Contracting, L.P. $370,386.64 $412,565.69 Jackson Construction, LTD $728,668.95 $740,799.80 Bids were received on two alternates: Alternate "A" consists of a pavement of 6-inch hot mix asphalt concrete (HMAC) over a 8-inch lime stabilized subgrade; and Alternate "B" consists of a pavement of 6-inch concrete over 6-inch lime stabilized subgrade. After reviewing all bid proposals, staff recommends Alternate "B" (concrete) for construction since the use of concrete will result in less maintenance cost over the street's useful life. Funding in the amount of $12,058.00 (water: $8,790.00; and sewer: $3,268.00) is included for associated water and sanitary sewer construction survey, project management, pre-construction, material testing, inspection and project close out costs. The contingency funds for possible change orders for water and sanitary sewer work are $6,396.00 (Water: $4,648.00 and Sewer: $1,748.00). Furthermore, funding in the amount of $23,394.00 is required for associated paving and drainage construction survey, project management; pre-construction, material testing, inspection and project closeout costs. The contingency fund for possible change orders for pavement construction is $12,627.00. McClendon Construction Co, Inc. is in compliance with the City's M/WBE Ordinance by committing to 41% M/WBE participation. The City's goal on this project is 20%. The project is located in COUNCIL DISTRICT 8, Mapsco 92K, L and M. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation one and the adoption of the appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water and Sewer Capital Project Funds and the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2) $106,39575 1)PE45 538070 609020 $106,395.75 %2 $39,977.00 1 PE45 538070 709020 $39,977.00 2)P253 531350 608170005752 $1,859.00 3)P253 541200 608170005783 $97,605.75 2)P253 531350 608170005760 $77.00 3)P258 541200 708170005783 $36,709.00 2)P253 531350 608170005780 $116.00 3) $242,842.32 2)P253 533010 608170005781 $77.00 3) $9,700.00 2)P253 531350 608170005782 $77.00 2)P253 541200 608170005783 $97,605.75 2)P253 531350 608170005784 930.00 2)P253 531350 608170005785 X577.00 2)P253 531350 608170005791 $77.00 2)P258 531350 708170005752 $699.00 2)P258 531350 708170005760 $22.00 2)P258 531350 708170005780 $33.00 2)P258 533010 708170005781 $22.00 2)P258 531350 708170005782 $22.00 2)P258 541200 708170005783 $36,709.00 2)P258 531350 708170005784 $350.00 2)P258 531350 708170005785 $22,098.00 2)P258 531350 708170005791 $22.00 Submitted for City Manager's Office by. Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS 30CIPNY57 ORD._df 10/29/2004 15:4E 8175953375 RJN GROUP PAGE 02/08 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 1. TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-6081.7 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856,X-15812 BID RECEIPT DATE: NOVEMBER 18, 2004 ISSUED: OCTOBER 29, 2004 f' This A&endum No. I forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this addenduin in the space provided below, in the Proposal Section of the Contract Documents (Page B-?roposal) and on the outer envelope of your bid. Failure to acknowledge recciptr of this Addendum could subject the bidder to disqualification. 1)Proposal: Replace Page U3A-2 with Addendum No. 1 Page U3A-2 Replace Page U3 A-6 with Addendum No. .1 Page U3A-6 Replace Page U3A-7 with Addendum No. 1 Page U3A-7 Replace Page U3B-2 with Addendum No. 1 Page U3B-2 Replace Page U3B-6 with Addendum No. 1 Page U3B-6 2) M/W13E Requirements The M/WBE Goal for Bid Alternate A is 23% of the base bid value. The M/WBE Goal for Bid Alternate B is 20% of the base bid valuc. 3) Plan Roadway Cross Sections are available for review by prospective bidders at the City 0,Fort Worth,Department of Engineering, 1000 Throckmorton . Addendum No. 1 Page 1 of 2 10/29/2004 10/29/2004 15:4E 8175953375 RJN GROUP PAGE 03/08 4)Storm Water Pollution Prevention Plan (SWPPP) The SWPPP is available for review by prospective bidders at the City of Fort W orth, Department of Engineering, 1000 Throckmorton. All other provisions and addendums,plans,specifications and contract documents for the project w-iich are not expressly amended herein shall remain in full force and effect. The Contractor shall acknowledge receipt of this Addendum in the space provided below, in the Prcposal Section of the Contract Documents (Page B-Proposal)and on the outer envelope of your bid. Failure tc return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. REC .' CKNOWLEDGED: A.Douglas Rademeker,P.E.,Director 22 By: sy: fel, Rick Trice, P.E., Manager Consultant Services Addendum No. 1 Page 2 of 2 10/29/2004 11/12/2004 14:45 8175953375 RJN GROUP PAGE 01/23 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 rrO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541.200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-1.5812 BID RECEIPT DATE: NOVEMBER 18, 2004 ISSUED: NOVEMBER 12, 2004 This Addi;ndum No. 2 forms apart of the Contract Documents referenced above and modifies 1 he Original Contract Documents and Plans. Acknowledge receipt of this addendunt in the space provided below,in the Proposal Section of the Contract Documents (Page B-Proposal) and on the outer envelope of your bid.Failure to acknowledge rccei.pt of this Addendum could subject the bidder to disqualification. 1) Section 5: Proposal: Replace Pages U3A-1 through U3A-10 with Addendum No.2 Pages U3A-1 through U3A- t 10(attached) Replace Pages U3B-1. through U3B-9 with Addendum No.2 Pages U3B-1 through U313-9 (attached) i 2) Section 15: Special Provisions(T&PW): Under Special Provision for PAY ITEM—6"REINFORCED CONCRETE PAVEMENT, the following statement shall be deleted:"No deficient depth pavement will be allowed on 6" Reinforced Concrete Pavement.Deficient pavement will he removed and replaced at the Contractor's expense." 2)Storm Water Pollution Prevention Plan (SWPPP) Issued the Erosion and Sedimentation Control Plan Figures(,Sheets 1 of 3,2 of 3,dt 3 of 3) The SWPPP is available for review by prospective bidders at the City of Port Worth. Department of Engineering. 1000 Throckmorton. All other provisions and addcndums,plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full'force and effect. Addendum No. 2 Page 1 of 2 11/11/2004 11/12/2004 14:4E 8175953375 RJN GROUP PAGE 02/23 The Cunt-actor shall acknowledge receipt of this Addendum in the space provided below, in the Preposal Section of the Contract Documents(Page B-Proposal) and on the outer envelope of your bid. Failure tc return a signed copy of the addendum with the proposal shall be grounds for tendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: A. Douglas Raderneker, P.E.,Director By: Y1 rice, E.,Manager Consultant Services c Addendum No. 2 Page 2 of 2 I1/11/2004 11/12/2004 14:45 8175953375 RJN GROUP PAGE 21/23 rw+-vz amn Nigto Iy��$�,��,�(F�� -��_ ..i�;'.1.x,1 1'•... _ � Y�y��j`y'p�. IS VN3M 1 . f M x oi- Rip I `it to l marcal uNc sr,t a•ov �. I � M� • 11' I 1 1 I' /' PULASKI STREET .- e,6" 311, I •�4 I REET 1• Try am 4� -T gl AliI Jr tic aai:l ' Ir. Q I I 7r.T6n -.� �• i � I ka L I I j a L. WOW ee 11 1� MATCH ONE S7"A,$*00 EZ/ZZ 30Vd df OaD Nfa SLEES69LIB 60:01 b00Z/n/II 11/12/2004 14:45 8175953375 RJN GROUP PAGE 23/23 Ave, I I 1 i 1 - I - I 1 • I l �y.�"t..C7 T � .�f,. •� � ti i ``11 'L 1 I V4, ,,.O 1;1 INN. \ � •1 r1iAl • J i ..;:mif s 00-8 VIS 3Nn HO.Lyn of 10y5.i.it5 RJN GROUP PAGE 01/05 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 3 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 BID RECEIPT DATE: NOVEMBER 18, 2004 ISSUED: NOVEMBER 16, 2004 This Add mdum No. 3 forms a part of the Contract Documents referenced above and modifies :he Original Contract Documents and Plans. Acknowledge receipt of this addendum in the space provided below,in the Proposal Section of the Contract Documents (Page B-Proposal) and on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification. X) Section 5: Proposal: Added Pay Items 75,76,77 and 78 for Special Drainage Items Replace Addcndum No.2 Pages U3A-9 through U3A-10 with Addendum No. 3 Pages Wfi,-9 through U3A-10(attached) Replace Addendum No.2 Pages U3B-9 ftaugfi M-10 with Addendum No.3 Pages U31S-9 through U3B-10(attached) All other )rovisions and addendums,plans, specifications and contract documents for the project which are riot expressly amended herein shall remain in full force and effect. The Conti actor shall acknowledge receipt of this Addendum in the space provided below, in the Pro>osal Section of the Contract Documents (Page B-Proposal)and on the outer envelope of your bid. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the - proposal Et the time of bid submittal. R E ACKNOWLEDGED: A. Douglas Rademeker, P.E.,Director By: 0P-0 cc,P.E., Manager Consultant Services Addendum No. 3 Page 1 of 1 11/15/2004 11/17/2004 17:5E 8175953375 RJN GROUP PAGE 01/02 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 4 7'0 THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No.00057 Sewer Project Number P274-54.1200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 � T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 BID RECEIPT DATE: NOVEMBER 18, 2004 ISSUED: NOVEMBER 179 2004 This Addendum No. forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this addendum in the space provided belt.w, in the Proposal Section of the Contract Documents (Page B-Proposal) and on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to 3isqualification. 1) Section 1: Notice to Bidders The bid opening date for this contract is delayed until Thursday December 2, 2004. Bids addressed to Mr. Charles R. Boswell, Interim City Manager of the City of Fort Worth,Texas, will be received at the Purchasing Office until 1:30 p.m..,Thursday,December 2, 2004, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. 1) Section 5: Proposal: Pay Item No.28—"Construct 48"Dia.Shallow Cone Manhole"shall be paid per EACH Pay Item No.A53—"Construct Handicap Ramp-Type 1"shall be paid per EACH Pay Item No.B53—"Construct Handicap Ramp-Type 1"shall be paid per EACH Delete Pay Item A69—"Construct Drop Inlet(Special)"in Alternate A Delete Pay Item B69-Construct Drop Inlet(Special)"in Alternate B All other provisions and addendums,plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. Addendum No. 4 Page 1. of 2 11/17/2' 1/1 /2 11/17/2004 17:5E 8175953375 RJN GROUP PAGE 02/02 The Contractor shall acknowledge receipt of this Addendum in the space provided below, in the Proposal Section of the Contract Documents(Page B-Proposal) and on the outer envelope of 4 your bid. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEMPT ACKNOWLEDGED: A.Douglas Rademeker,P.E.,Director f By:_ tv By: o Rick Trice,P.E.,Manager Consultant Services Addendum Nt�.4 Page 2 of 2 11/17/2004 11/29/2004 14:1E 8175953375 E.7ti GROUP PAGE 03/05 New York Street Reconstruction UNIT 2 Sewer Project Number P274-1541200.70817 00057 80 . DOE Number 3910 Pile No. IC*18515 X-15812 J. SANITARY SEWER LINE IMPROVEMENTS J_iA_I1 EM . F ITEMS VM M Y_JfkiPRUANTITX UNIT IBID RICES W ON ORrr rEN N WORDS,{ PRICE AMBO D,r (Furnish and Install complete in place, including all appurtenant work, the following items:) 25 26 LF * Furnish and Install 8" PVC (SDR 35)Sewer Pipe(All Depths) Dollars and Cents per LF $ $ 26 523 LF * Furnish and Install 8"PVC (SDR 26) Pressure Pipe (All Depths) Dollars and Cents per LF $ $ 27 4 EA Construct Standard 48"Dia. Sanitary Manhole (0'-6'Decp) Dollars and Cents per EA $ 28 3 EA.. Construct 48" Dia. Shallow Cone Manhole Dollars and Cents per EA $ $ 29 7 EA Furnish and Jnstall Watertight Gasketed Manhole Insert Dollars and Cents per EA $ $ Corrtrsctor Must Complete CIO,of Fort Worth Approved Product Form Page U2-2 ADDENDUM NO.S-ISSUED 11-29.04 �� ww 11/29/2994 14:1e 8175953375 RJN GROUP PAGE 91/05 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 5 TO THE FLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 Capital Improvements Program New York Street from E Rosedale to E Terrell Project No.00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856,X-15812 RESCHEDULED BID RECEIPT DATE: DECEMBER 2, 2004 ISSUED: NOVEMBER 29,2004 This Addendurn No. 5 forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this addendum in the space provided below,in the Proposal Section of the Contract Documents (Page B-Proposal)and on the outer en*-,lope of your bid.Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification. 1) Revise the f rst sentence of the first paragraph of Addendum 4 cover sheet as follows: Chan;;e: "This Addendum No. 3 forams a part of.......... To: "This Addendum No. 4 forms a part of....... 2) Section E;: Proposal: Remove the following pages from the proposal section: Unit 2 Sanitary Sewer Line Improvements Page U2-2 Unit 3 Paving and Drainage Improvements Page U3A-5 (Addendum 2) Unit 3 Paving and Drainage Improvements Page U3B-5 (Addendum 2) Add .he following pages to the proposal section: Unit 2 Sanitary Sewer Line Improvements Page U2-2(Addendum 5) Unit 3 Paving and Drainage Improvements Page U3A-5 (Addendum 5) Unit 3 Paving and Drainage Improvements Page U3B-5 (Addendum 5) All other prc visions and addendums, plans, specifications and contract documents for the project which are nct expressly amended herein shall remain in full force and effect. Addendum No. 5 Page 1 of 2 11/29/2004 11/29/2004 14:1e 8175953375 RJN GROUP - PAGE 02/05 The Contraeta-shall acknowledge.receipt of this Addendum in the space provided below,in the Proposal Section of the Contract Documents(Page B-Proposal)and on the outer envelope of your bid. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-m;ponsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: A.Douglas Rademeker,P.E.,Director By: Ric rice, P.E.,Manager Consultant Services Iu d II!;' `Mh ., Addendum No. .5 Page 2 of 2 11/29/2004 NKLENDON CONST. CO,. INC,. Contractor P.O. BOX 9gr Street Address BURLESON, TX 76097 City & State 817/295-0066 FAX 295-6796 Telephone BAN McCLENDON, PRESIDENT Contact Person CONTRACT DOCUMENTS For 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 CITY OF FORT WORTH TAR.R.ANT COUNTY, TEXAS RJN GROUP, INC. CONSULTING ENGINEERS FORT WORTH, TEXAS October 2004 CONTRACT DOCUMENTS for 2004 CAPITAL IMPROVEMENTS PROGRAM NEW YORK STREET from E. ROSEDALE to E. TERRELL Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 CITY OF FORT WORTH TARRANT COUNTY, TEXAS October 2004 1 hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. F rj ick .' ` •«* 11 1 •DAME)t COOFFJt �. �y $2494 .'. i r id- DAVID L. COOPER, P.E. Date: Registration No. 82414 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910- File No. K-1856, X-15812 ■ CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS TABLE OF CONTENTS 1. Notice To Bidders 2. Comprehensive Notice to Bidders 3. Prevailing Wage Rates (T&PW & WTR) 4. Fort Worth M/WBE Policy -Pink- 5. Bid Proposal: Unit 1: Water Line Replacement Unit 2: Sewer Line Replacement Unit 3: Paving and Drainage UNIT 1 & UNIT 2 (WTR) 6. Special Instructions to Bidders (WTR) 7. General Conditions (WTR) -Yellow- 8. Supplemental Conditions -Yellow- ro 9. Specifications (WTR) 10. Part D —Special Conditions (WTR) -Green- 11. Part DA —Additional Special Conditions (WTR) -Green- 12. Sewer and Water Details 13. Project Designation Sign UNIT 3 (T&PW) 14. Special Instructions to Bidders (T&PW) -Blue- 15. Special Provisions (T&PW) 16. Traffic Control Plan Figures and Paving Details 17. Project Designation Sign 18. Soil Test Results 7 UNIT 1, UNIT 2 & UNIT 3 (T&PW) 19. Vendors Compliance to State Law 20. Contractor's Compliance with Worker's Compensation Law 21. Certificate of Insurance 22. Performance Bond 23. Payment Bond 24. Maintenance Bond 25. Contract 26. Plans (Bound Seperately) Note: WTR = Fort Worth Water Department T&PW = Fort Worth Transportation and Public Works Department 0 1 ow NOTICE TO BIDDERS VO I. R ■ NOTICE TO BIDDERS Sealed proposals for the following: FOR: NEW YORK STREET RECONSTRUCTION(E. ROSEDALE TO E. TERRELL) Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 File No. K-1856, X-15812 DOE NO.: 3910 w Addressed to Mr. Charles R.Boswell,Interim City Manager of the City of Fort Worth,.Texas,will be received at the Purchasing Office until 1:30 p.m.,Thursday,November 18,2004,and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Contract Documents,including Plans and Specifications,may be obtained in the office of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth, Texas 76102,for a non-refundable fee of thirty dollars($30.00)per set. The major work on the above referenced project consists of the following: UNIT 1: Approximately 1,440 L.F. of 8"and 10"water line replacement; and UNIT 2 Approximately " 555 L.F. of 8"sanitary sewer line replacement; and UNIT 3:Approximately 4,200 S.Y.of 6"HMAC pavement replacement on 8"stabilized sub-grade, 860 S.Y. of sidewalk replacement and 3 storm drain inlets with 21"laterals, along with all other appurtenant work described in the plans and specifications. Bidders shall not separate,detach or remove any portion,segment or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection'of bid as non-responsive. A pre-bid meeting is scheduled for Monday,November 8,2004 from 11:00am-12:00pm,and will be held in Room 270 in the Transportation and Public Works Department of the City of Fort Worth, 1000 Throckmorton. r For additional information concerning this project,please contact Mr.David L.Cooper,P.E. RJN Group,Inc.,at (817)595-2199 ext. 11 or Mr. Gopal Sahu,P.E.,Project Manager,City of Fort Worth at(817)392-7949. Advertising Dates: October 14,2004 October 21,20004 FORT WORTH,TEXAS OL 10/13/2004 NTB (1) r r r r r COMPREHENSIVE NOTICE TO BIDDERS T OFFICJAL ROD f COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: NEW YORK STREET RECONSTRUCTION(E. ROSEDALE TO E. TERRELL) Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 Addressed to Mr.Charles R.Boswell,Interim City Manager of the City of Fort Worth,Texas,will be received at the } Purchasing Office until 1:30 p.m.,Thursday,November 18,2004 and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Contract Documents, including Plans and Specifications, may be obtained in the office of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas 76102,for a non-refundable fee of thirty dollars($30.00)per set. These documents contain additional information for prospective bidders. All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes"of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid Security is required in accordance with Paragraph 2 of the Special.Instructions to Bidders. The major work on the above referenced project consists of the following: " UNIT 1 Water: 1045 LF 8"PVC (CL 200)Water Line 395 LF 10"PVC (CL 200)Water Line UNIT 2 Sewer: 555 LF 8"PVC (SDR 35)Sewer Line 7 EA 48"Diameter Sanitary Sewer Manholes UNIT 3 Paving& Drainage Alternative A-Asphalt: 3,681 SY 6"HMAC Pavement on 8"Lime Stabilized Sub-grade 1,726 LF 7"Concrete Curb with 18" Gutter 3 EA Standard 10'Inlets 94 LF 21"RCCP (Type IIn 18 LF 24"RCCP (Type III) UNIT 3 Paving& Drainage Alternative B-Concrete: 4,208 SY 6"Reinforced Concrete Pavement on 6"Lime Stabilized Sub-grade 1,726 LF 7"Integral Concrete Curb 3 EA Standard 10'Inlets 94 LF 21"RCCP(Type III) 18 LF 24"RCCP(Type IIl) R 10/11/2004 COMPREHENSIVE NTB (1) Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. A pre-bid meeting is scheduled for Monday,November 8,2004 from 11:OOam-I2:OOpm,and will be held in Room 270 in the Transportation and Public Works Department of the City of Fort Worth, 1000 Throckmorton. The City reserves the right to reject any and/or all formalities. AWARD OF CONTRACT:No bid may be withdrawn until the expiration of 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 obtaining all addenda to the contract documents prior to the bid receipt time and acknowledge them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817)392-7910.Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. In accordance with City of Fort Worth Ordinance No. 15530,the City of Fort Worth has goals for the participation of minority 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 SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM 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 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. The Managing Department for this project is the Department of Engineering. For additional information concerning this project,please contact Mr.David L.Cooper,P.E.RJN Group,Inc.,at(817) 595-2199 ext. 11 or Mr. Gopal Sahu,P.E.,Project Manager,City of Fort Worth at(817) 871-7949. CHARLES R.BOSWELL INTERIM CITY MANAGER w MARTY HENDRIX ACTING CITY SECRETARY Advertising Dates: A.DOUGLAS RADEMAKER,P.E. +� DIRECTOR DEPARTMENT OF ENGINEERING October 14,2004 October 21,2004 Rick rice,P. . FORT WORTH, TEXAS Ma ger Engineering Services 10/11/2004 COMPREHENSIVE NTB (2) -3- PREVAILING WAGE RATES ,ow � � bu CRY SEC ��ty r CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter(Rough) $13.64 Concrete Finisher-Paving $10.16 Concrete Finisher Helper(Paving) $9.70 Concrete Finisher-Structures $13.44 Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving &Curbs $10.25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 CY) $10.00 Crane,Clamshell, Backhoe, Derrick, Dragline, Shovel(> 1 1/2 CY) $11.52 Front End Loader(2 1/2 CY&less) $9.94 Front End Loader(over 2 1/2 CY) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator(Fine Grade) $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller,Steel..Wheel Plant-Mix Pavements $9.88 Roller, Steel Wheel Other Flatwheel or Tamping $12.12 Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter(Paving) $9.75 Truck Driver-Single Axle(Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10.22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 t Aw' _4_ FORT WORTH M/WBE POLICY 1 FORT WORTH NEW YORK STREET RECONSTRUCTION—(ALTERNATE A) City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is$25,000 or more,the M/WBE goal Is applicable. If the total dollar.value of the contract is less than$25,000,the MIWBE goal isnot applicable, POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBEIW BE goal on this project is_%of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation,or; 3. Waiver documentation,or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if.participation is less than opening date,exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m.; five (5) City business days after the bid Utilization Form, if no M/WBE participation: opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form;if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE,WILL RESULT IN THE$ID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS ** Any questions, please contact the M/WBE Office at(817)871-6104. Rev.5/30/03 NEW YORK STREET RECONSTRUCTION—(ALTERNATE A) FORT NORTH I City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract Is$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000,the M/WBE goal is not apN!icab!e. � POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBE/W BE goal on this project is Q%of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/W BE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if.participation is less than opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m.; five (5) City business days after the bid Utilization Form, if no M/WBEparticipation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(817) 871-6104. Rev.5/30/03 i NEW YORK STREET RECONSTRUCTION—(ALTERNATE A) ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth - Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime McCIENDON CONST. CO. INC. PROJECT NAME: M/W/DBE NON-M/W/DBE i B_ _.TE NC o,rk S+vc[ ;LeC044VV&1kLL6v,1 E. RoscLIalt 30 E-Teefc 10 A - Uffk-, Z 2,00q- City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PITOJECT NUMBER 2.3 % % Identify all subcontractors/suppliers you will use on this project failure to,complete`this form,'in`.its e-ntirety;with requested,documentation, and received by the Managing Department'on,oi,.before 5 OO,p.m flVe (5)'City business days after-bid opening; exclusive of bid opening date, well^result in the bid;being'con sidered•non-responsive to bid specifications. The_undersigned Offeror agrees .to enter•:into aAormal agreement, with. the.,M/WBE 'firm(s) listed in this �util�zation schedule, conditioned upori. execution of a contract;with file City„of .Fort Worth. The intentional and/gi:knowing:misrepresentation of facts is;grounds tor:consideration of disqualification and will result in the oI_,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 the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,Parker,Johnson, Collin,Dallas, Denton,Ellis,Kaufman and Rockwall counties. '1denti€y each•Tier.level: Tier,,is the level of subcontracting below;the prune cpntractor,i.e., a direct payment from the prime contractor to a subcontractor is considered 1't tier,.a payment by a subcontractor to its supplier is considered 2nd { ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA),or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with-Minority/Women Business Enterprise(M/WBE). If hauling`seryices are utilized; fileprime will be given credit as long as the M/WBE listed owns and operates at least one'fufTy'licensed aiid operational truck to be used on the contract. The M/WBE may lease trucks from another www ly finnJhcluding M%WBE owner-operators, and receive full M/WBE credit. The M/WBE may lease trucks from Cion-M/WBEs; iricludirig owner-operators, but will only receive credit for the fees and commissions earned by the . o . MfWBE as outlined in the lease agreement. Rev.5/30/03 NEW YORK STREET RECONSTRUCTION—(ALTERNATE A) ATTACHMENT to ' FORT�WOR_TH Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n N T Detail Detail Company Name I Address a M W C X M Subcontracting Work Supplies Purchased Dollar Amount r Telephone/Fax Tele T D W p E E R O 8 C T E A 11 t1.£.BVrvtS C�nLtvvdtoh W04Cv aK b ?-a-BOX -7s3 Seww -Preq�Nl�b:� 35, (,$Z n &"%e51Qrt t TX 71.091 l X 11b0)44'1.0241, Dix LetI)01-atop C,,,,,+,Ww R.d; -+�•>< Cmc«�c Zi, 37 27b P.ti� Box 101.327 X �wk W01+14 ,TA 7 l L (s��) 759 �r<x fall) �gq-'111� Lard F0►4 woAk I'TX 11►t 0 S Tvv�►� I Let,) 501-4b5� 7. Q.V610 -Tivck.%-% (aaV10�� Sao COAN Q.4 *633 211 OD ' A►Ivowalo ,TA 16DIA I Futi 41gc.p00— het Icss ITA 11,0 V4 W-1) 28-2--'l01 WAN Wl&kvia k 101 Dmaly a 4 t To?s at s t G4 w0r}111 ITX k (an) 834-1181 1 Rev. 5/30/03 i NEW YORK STREET RECONSTRUCTION—(ALTERNATE A) ATTACHMENT to �OrcT� _ Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification (check one) SUBCONTRACTORISUPPLIER T r Company Name i N T Detail Detail C X I Subcontracting Work Supplies Purchased Dollar Amount Address M W Tele hone/Fax T O 1 Telephone/Fax r E E R O E C T E A S�cPIC��s 2400 wf_ 3114 VC-1- we-k\-A 1-N ?wil 6 ice( 3,5 31 o0 KLek-1) s3s-(.sit �4.�oX 2h1z1 �S�lytl� �bvtrl� (IM) 2-0- z9w k, F"►Ic 1$�1� 1t.1- 3044 1�111VK6to 1r1G. � �r�ms9t $�2006° +w S� *ultti,SVi k413 oK '1 I X � �4vvG�4d jwV Wov}l7 Tx '7101 Leo) 1;3-3z«, ',t ISO)"138—3435 Rev.5/30/03 NEW YORK STREET RECONSTRUCTION—(ALTERNATE A) ATTACHMENT 1A FORT WORTH Page a of a Total Dollar Amount of M/WBE Subcontracfors/Suppliers $ 51 1 5", 4- ,-Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ oQ 5� 7 t � Z3 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ ? 51 Z33, 28 Ther'Coptractor will.riot make additions, deletions, or substitutions to this certified list without,the.:prior. approval of.the inorty: r,d Women.Business Enterprise Office Manager or designee through the submittal of a Request for..Approval o iion: Any unju'stified change or deletion shall be a materialbreach of contract and may result iri debarment,in accotdsv�l 1e procedures'outlined in the ordinance. TIZe'contractor shallulimit a''detailed explanation`of how the i'Nuested ch., age%addition or deletion will affect the committed MIWBE goal. If the detail explanatiop is not su6nutted, is [.will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly,to the City upon request,complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books,records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals,officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1)year. DAN MCCLENDON, PRESIDENT Signature Printed Signature DAN McCLENDON, PRESIDENT Tltte Contact Name/ntle(if different) 817/295-0066 MCCLENDON CONST. CO. INC_ PAX 295-127W Company Name eiephone or a: P.O. BOX 996 V vko-aces "drew BURLESON, TX 76097 E-mail Address G,-7.L oi- City/Statemp Date Rev.5/30/03 McClendon Construction Co.. Inc. P.O. Box 996 Burleson, Texas 76097 - (817)295-0066 Fax(817)295ti796 December 7, 2004 To: M/WBE Office It is our intention to use only M/WBE truckers for the haul-off trucking on the enclosed project. The amount stated for haul-off truckers named in the utilization listing is the aggregate amount we anticipate the project using at time of bid. While one or more names of specific truckers may be fisted, we intend to select from the current listing of M/WBE trucking companies at the time of the work and utilize them based on their pricing and availability of sufficient dump trucks for our work. We will call first the name(s)listed and then, if unable to procure sufficient trucks from those sources, choose from the remaining names on the current M/WBE list. We expect that the amount of final utilization in this category will meet or exceed the amount stated on the utilization listing, barring any reductions of the contract work. mcere , Dan McClendon . C, ailJ ei(a ...;0.s.',O;'E :.."Am 'a"a No )UH 10 !J r l iT .�, � „- :d ..��uSt� tiff° ft «i .0 .. �� 'JtT�,Pt�J.s� �� �Q; °'rM:��C9� '4F.'.!(�� ,il�,� Csct—' r';.dt��l •.f�', 'i' .. r� r t r 1 NEW YORK STREET RECONSTRUCTION—(ALTERNATE B) FORT WORTH City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBE/W BE goal on this project isZ0%of the base bid value of the contract. k, COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid ,y met or exceeded: opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. statedgoal: 3. G6,id Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid ' Ulil;a,tr'l Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid dorm all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(817) 871-6104. Fff. to M. i NEW YORK STREET RECONSTRUCTION— (ALTERNATE B) ATTACHMENT 1A Page 1 of 4 FORT WORTH 12, ---�� City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime 1't ✓I W 4YVGh0 I M/W/DBE NON-M/W/DBE PROJECT NAME: BID DATE ovk �t-tc+- R#toAsVvvchPt4 Rose 4k Ter ve ll r.l le.•of de $ Drr trA LW 2 ZO City's M/WBE Project Goal: Prime's M/WBE Project U ihzation: PROJECT NUMBER % 5'7% Doer- 63110 Identify all subcontractors/suppliers you will use on this project Failu e'.to complete this.form,, in its entirety with requested documentation; and received by the Managing ;. Department'on or before 5:00 p:m. five (5) City business days:after.bid opening, exclusive of bid opening date, will resultn'the bid being:considered_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 schedble,` conditioned upon'execution, of-a,,contract wth.the City of Fort Worth. The intentional an&6.._knowing misrepresentation of1a6ts is grounds;for.consideration of:. iisgwalification and will result in the bid'being considered'no n-responsiverto"bid specifications <� M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,Parker,Johnson,Collin,Dallas, Denton,Ellis,Kaufman and Rockwall counties. 1dentiiiy each,Tier level.'Tier is the level of subcontracting below the prime cgntractor, i.e:, a direct payment from the nd P&baw.cbfittactor to a subcontractor, considered 15C tier, a payment by a subegntractor,to its supplier is considered 2 ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA),or a, the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise(M/WBE). M If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one.fi hy, licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another IYWBE firm,including M/WBE owner-operators, and receive full M/WBE credit. The M/WBE may lease trucks from tion-l /WBEs, 'including owner-operators, but will only receive credit for the fees and commissions earned by the M/RzB1✓as`outlined in the lease agreement. 1 Rev.5/30/03 i NEW YORK STREET RECONSTRUCTION- (ALTERNATE B) ATTACHMENT to FORT WORTH Page 2 of a Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) ° r SCONTRACTORISUPPLIER T n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased- Dollar Amount r hone/Fax E E Telephone/Fax T D W R O B C T E A ,R,vnns (p�s'twt� � V3je.S0vk,-rX .$bX,g3 WdkV �✓ -71.09-7 P 9 'fin) 44't-oZgy �w}ow�n Padi-N�x Coa-fc •16oX \62327 �QdK M 1 X (00 ,9(OC6 — W0V-1,t,"CX -11.161 -151_ 111q l [8\1)ISA-nu tv� Tw�'^cj goy f�1ti 2,-730"- Q-.k 3n"- 2 ?3o`�-a � 8 i I Zmwf'�Z% t X201 tl-oyA� QS�w`t FUe� l Zp Evlcss,'Tx-7 M-7 2$?•��r� ' 10. MAkv�als � T�Qs�t� ao — „�WwNa t TX L (-aq) $34-'l 1 YA ++ Rev. 5/30/03 1 NEW YORK STREET RECONSTRUCTION— (ALTERNATE B) ATTACHMENT 1A FOATu WORTH Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;Le.,Minority,Women and non-M/WBEs. Please list M/WBE firms fust,use additional sheets if necessary. Certification (check one) C SUBCONTRACTORISUPPLIER T r Company Name i N T Detail Detail Address e M w C X P Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B R O F E E C T F A Sv\" e. G 2-4-� i�f,- �v �� k s � ° ��- w«�►�t tTX Zuu � 10,oos � DL, 1bi17 owi-1,x11 (�O�nCYG � .�o. Si1tLOAG _T 32 PU. �Oj� 3�tsb 5t,,l.wir 4t la 3 — p�11as, (214j L34 21190 p►x (2�4) 034-0°153 7yvNsLO � 11� ` by 0 Rev.5130/03 NEW YORK STREET RECONSTRUCTION– (ALTERNATE B) ATTACHMENT 1 A FORT WORTH Page a of a Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Z�S G gong Total Dollar Amount of Non-MiWBE Subcontractors/Suppliers $ Z Z13`to4z l TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ Z� The Contractor will not make additions, deletions, or substitutions to.this certified list:without the prior approval of the gangelAdd nority and Women Business.Enterprise Office Manager or designee through the submittal of a Request for Approval o ition. Any unjustified change or deletion shall be a materialtreach of cI ontract and may result in.debarment in accord.with the procedures outlined in the ordinance. The contractor shall submit a detailed'explanation of how the requested change/addition or deletion will affect the committed MMBE goal. If the detail explanation is not submitted, it will.affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide,directly,.to the City upon request,complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements �^ submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books,records and files held by their company. The bidder agrees to allow the transmission of interviews with owners,principals,officers,employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract,by an authorized officer or employee of the City. Any intentional and/or ]mowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an uresp sible Offeror and barred from participating in City work for a period of time not less than one(1)year. DAN MCCLENDON, PIESIDENT ftfttu—re Printed Signature SAY 1Y CQ I✓NDMN, PRESIDENT We Contact Namerria"W-0066 McCLENDON CONST. CO. INC. _ FAX 295-6796 Company Name Telephone and/or Fax P.O. BOX 996 `(�Qn(LG�tK d«�(.t1v b}NJL�OK ceM %drw N, TX 76097 E-mail Address CityJSiate2ip Date Rev.5130/03 r � i r r r r r r r r s. r aIo PROPOSAL r r r r r . r r r PART B—PROPOSAL (This proposal must not be removed from this book of Contract Documents.) TO: Charles R.Boswell Interim City Manager Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of various sanitary sewer improvements, including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work.to provide a complete and serviceable project designated as: a 2004 Capital Improvements Program New York Street-from E.Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 File No. K-1856, X-15812 ■ DOE Number 3910 The major work on this project shall consist of: " UNIT 1 Water: 1045 LF 8"PVC(CL 200) Water Line 395 LF 10"PVC(CL 200)Water Line UNIT 2 Sewer: 555 LF 8"PVC(SDR 35)Sewer Line 7 EA 48"Diameter Sanitary Sewer Manholes UNIT 3 Paving&Drainage Alternative A-Asphalt: 3,681 SY 6"HMAC Pavement on 8"Lime Stabilized Sub-grade 1,726 LF T' Concrete Curb with 18"Gutter 3 EA Standard 10' Inlets 94 LF 21"RCCP(Type III) 18 LF 24"RCCP(Type III) UNIT 3 Paving &Drainage Alternative B - Concrete: 4,208 SY 6"Reinforced Concrete Pavement on 6"Lime Stabilized Sub-grade 1,726 LF T'Integral Concrete Curb 3 EA Standard 10' Inlets 94 LF 21"RCCP(Type III) 18 LF 24"RCCP(Type III) a and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, 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 specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to. the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: Part B PART B—PROPOSAL WATER LINE IMPROVEMENTS (This proposal must not be removed from this book of Contract Documents.) TO: Charles R.Boswell Interim City Manager - Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of various sanitary sewer improvements, including replacement and r construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: 0 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 File No. K-1856, X-15812 DOE Number 3910 The major work on this project shall consist of: UNIT 1 Water: 1045 LF 8"PVC(CL 200)Water Line 395 LF 10"PVC(CL 200)Water Line and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, 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 specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: P' i r� Page U1-1 New YorkkStreet ReOnstrudion UNIT T Mit Project,Nu_mber P264 541200-608 7 00057 80 h � , ° ©OE Number 3910 Ovw x fi Frle No. .K 1856,X-I 581 fir : r hWATER LINE INtPROVEN9EIVTS PAY JAPPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTnY UNIT BID PRICES WRITTEN IN WORDS PRICE BID (Furnish and Install complete in place, including all appurtenant work, the following items:) 1 38 LF *Furnish and Install 6" PVC (C900, CL 200) Water Line �11A j V`Q.. Dollars and. ✓�J Cents per LF $ 250 $ q SD' 2 1038 LF * Furnish and Install 8" PVC (C900, CL 200) Water Line SIX Dollars and Cents per LF $ up $ 27 t 76 G 3 395 LF *Furnish and Install 10"PVC (C900, CL 200) Water Line T�� �-- '' �rr�" Dollars and" Cents per LF 4 4 EA Furnish and Install 6" MJ Gate Valve and Box S I x l "K A mj Dollars and w�u Cents per EA $ $ Z9�Daa 5 11 EA Furnish and Install 8" MJ Gate Valve and Box &Rk4 h..%o-4.ecJ 4yk&K �VG. Dollars and Ho Cents per EA $ � $ d 1 00 vtontractDr Must Complete City of Fort Worth Approved Product Form Page U1-2 N ew-York StreetRecon'gtruaiiDn- UNIT-.'I-� f=tNfater,Project 08JL7,460SZ80A"'�. 14 ber-P;Z64=541200-6 tjtn M 0E -3910", ,,-D. ,,NdM de, 7, E44,, X., '85' ,X;15812 VAT 'UNE" IMPROV MTS '- -�Eki-H-614 OF IT&—Siii� UNIT— AMOUNT QUANTITY JBID PRICES WRITTEN BID ! PAY APPROXIMATE UNIT FD-E FrPTAEly, ITEM IN WORn-q A PRICE (Furnish and Install complete in place, including all appurtenant work, the following items:) 6 2 EA Furnish and Install 10" MJ Gate Valve and Box 1661,Aj OA& kU4 Jt, Dollars and Cents per EA $ 22000,0 7 2 TON Furnish and Install Ductile Iron Fittings fiv 4ko5cmd ort kVKJ M Dollars and oa Cents per TON $ 80 8 1 LS Furnish and Install 2"Temporary Water Service Six +�&116dYLA Dollars and VL Cents per LS $ W 9 6 EA Connect to Existing 6" Water Line 1A#,&&1,A 6414 Dollars and yUp Cents per EA $ 10 1 EA Connect to Existing 8" Water Line Dollars and A0 Cents per EA $ $ Must Complete City of Fort Worth Approved Product Form Page Ul-3 New York'Street Reconstruction; .UPII71 Vllater.Project Number'P264-541200-6081.7, 00057:80 3910 DOE Numbe F Fite.IVa A1C 185fX =NeW- ,York.Street:Reconstruction -,UNIT 1 1Alat�r°Project NumbermP264 51200-60817 00057 80 pDOE-Number 3910 z File iVo., K-1856 -X-15812 r W"AUR.-LIN'E,IMPROVEMEtVTS 'r �..._: �. .. ...a . PAY IJAPPROXIMATi15E—S-66hiON`6F ITEMS WITH UNIr AMOUNT ITEM UANTIITT TY UNIT BID PRICES WREN IN WORDS PRICE BID (Furnish and Install complete in place, including all appurtenant work, the following items:)" 16 5 EA Furnish and Install Type A Meter Box O _ vt-A r- Dollars and V%P Cents per EA $ �aQO� $ Cjpp� 17 2 EA Relocate Existing Service Meter and Box P Dollars and 00 7 ^� Cents per EA $ 2�� $ 18 4 EA Remove and Salvage Existing Fire Hydrant Dollars and Cents per EA � 00 19 4 EA Standard Fire Hydrant, 3'6" Bury Depth ,,11 ()&4_ AA4yU SLiej 6 t X v Lj _Dollars and � Cents per EA ���.iLSt_ � �a00 20 4 VF Fire Hydrant Barrel Extension rte Dollars and DO o0 l Cents per VF f bmtmctor Must Complete City of Fort Worth Approved Product Form Page Ul-5 ,New York Street Reconstructjon UNITi a { Water Prosect Number P264=54100 608170057E80 , ,.. >k �: n t s DOE;Number l ' File,-43 'N6 RK 1856, X 15812 ; tV WATER LINE IMPROVEMENTS PAY APPROXIMATE ____ DESCRIPTION OF ITEMS WITH f UNIT MA OUNT ITEM UNIT IBID PRICES WRITTEN IN WORDS PRICE BID (Furnish and Install complete in place, including all appurtenant work, the following items:) 21 20 LF Additional Depth of Water Main(over 4), 6" (�p Dollars and - Cents per LF $ i)1-0 22 50 LF Additional Depth of Water Main (over 4'), 8" y� Dollars and r Cents per LF $ 0 fes " 23 20 LF Additional Depth of Water Main (over 4), 10" fl{� Dollars and Cents per LF $ 24 1433 LF Temporary Asphalt Pavement Repair(2" 'HMAC on 6" FlexBase) Dollars and Cents per LF $ �j $ 1 Q,14--7 Total Amount Bid Unit 1 -Water 'Forward Total to Page B-Summary) dot�vs (In Writing) mtteclor Must Complete City of Fort worth Approved Product Form Page Ul-6 CAST/DUCTILE IRON FITTINGS SCHEDULE WEIGHT NUMBER Per Fitting Total ITEM NO. FITTING TYPE AND SIZE REQUIRED (Ibs) (lbs) 1 8"x 6" MJ Anchor Tee 3 175 525 " 2 8"x 8"Tee 5 185 925 3 10"x 6" MJ Anchor Tee 1 250 250 4 10"x 8"Tee 2 260 520 5 8"x 6" Reducer 6 95 570 6 10"x 8" Reducer 1 135 135 7 8"90°Bend 1 120 120 Total Weight= 3,045 (Ibs) 1.52 (Tons) NOTE: Contractor is responsible for the correct quantity totals of all fittings and specials. U1-6A ''Ne York Street,Reconstructilon -.UNI-T, Vllateir Project}Number P264 541200;=60817 Q!QOS7 80 Y DOE (dumber 3910 { V ; , 3 Fitle No K 1856',.X-16812 5 . , WATERLINE rPAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT TEM QUANTITY UNIT BID PRICES WRITTEN IN WORDS PRICE BID (Furnish and Install complete in place, including all appurtenant work, the following items:) BIDDER MUST COMPLETE DOCUMENTS ON PAGES U1-8 and B-Summary It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the forgoing unit prices in this paragraph which it may consider excessive or unreasonable,or to accept any or all of them as unit prices applicable in the event additions to or deduction from the work to be performed on this project are ordered by the Owner. Rejectin at any time of such unit prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract. The selection of the lowest responsive bid shall be based on the total amount bid. tractor Must Complete City of Fort Worth Approved Product Form Page U1-7 _c.-.:v:.1.a�a:a.•x:u.aria:awmti.w•\i-caaNu:l:.ti•.:YL`Mav:l:atYA•.:.L�:.�::n:�:�_::: �i.\LYa:�a�v::-.�::.�:.t.:.:aa�amnat_U:va.:U'L:i.:.£�i4a.a.:Ia.ei�Y:.n.a4ua.is:..ii:.o.�..:.:u-:�.ua+:.v,.��:.t:.z:a..•.V.:4_.rxc�..:a\'n:a.�.::v:+�uci:^:a..a�•a4u�aa...u�.Vi:r.._.S:.y...•..a�....�x.�a...... r. rw CITY APPROVED PRODUCT *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC. SPEC. NO. / E1-31 4"thru 30" E1-25 4"thru 15" E1-27 4"thru 15" E1-28 18"thru 27" E100-2 18"thru 48" op Consult the"City of Fort Worth,Texas Standard Product List". Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be allowed for use in this project. Aly substitution shall -` result in rejection of bid as non-responsive. U1-8 PART B—PROPOSAL SEWER LINE IMPROVEMENTS (This proposal must not be removed from this book of Contract Documents.) TO: Charles R.Boswell Interim City Manager Fort Worth,Texas PROPOSAL FOR: The furnishing of all 'materials, except materials specified to be furnished by the City, equipment and labor for the installation of various sanitary sewer improvements, including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: 2004 Capital Improvements Program New York Street from E.Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 File No. K-1856,X-15812 DOE Number 3910 The major work on this project shall consist of: UNIT 2 Sewer: 555 LF 8"PVC(SDR 35)Sewer Line 7 EA 48"Diameter Sanitary Sewer Manholes and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, 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 specified to be furnished by the City,which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: Page 112-1 ____._....—w..a._.....,r:u,. .a x:...n_:......:......�..::...inMdrn.M1iir•�ktuevau:.:Aa.:....:.:.�xl\. w _, _.._acc...,.,,,__vr t•:}6'..!} .�ti..k :.,w.i�;.y:,,::..�.��5'zr•]aK.'SL41A:1:O.:Geu,Mn�vea.-.rJm!S'aevowz:L':;YJ.::h4i:.::S �-^1• .. 11/29/2884 14: 1E 8175953375 RJN GROUP PAGE 83/65 New York Street Reconstruction - UNIT 2 i Sewer Project Number P274-541200-70817 00057 80 DQE Number 3910 { File No, K-1856, X-15812 I S. .._..___...-_....._..__�.. _SANITARY SEWER LINE IMPROVEMENTS_...........___.._...... ..-___...� PAY APPROXIMATE s jDESCRIPTiON OF ITEMS WITH I UNIT !AMOUNT h ITEM ' QUANTITY 1 UNIT LID PRICES WRMEN IN WORDS i PRICE IBID Furnish and Install complete in lace Including all appurtenant work, the following items: ( P P n9 Ppu' �, 9 ) 25 26 LF * Fumish and Install 8" PVC (SDR 35) Sewer Pipe (411 Depths) ----�1�►4td�S L�C, Dollars and AQ Cents per LF 26 523 LF * Furnish and Install 8" PVC (SDR 26) Pressure Pipe (All Depths) -Tuy&.vtDollars and Cents per LF 27 4 EA Construct Standard 48" Dia. Sanitary Manhole (0'-6' Decp) Dollars and Qp t,�o VIA Cents per EA $ I i 28 3 EP Construct 48" Dia. Shallow Cone Manhole . 1D 'Dollars and Cents per EA $ ��✓��oV- 29 7 Ef, Furnish and Install Watertight Gasketed Manhole Insets Dollars and �O Cents per EA $ 1526 New.York Street'Reconstruction UNIT 2 Sewer Project Number.,P274=541200 ,70817 0005780 fi D4.4O Num E: ber. 3910 File No. K 1856, X 15812 SAiYIT�1RY SEINER LINE IMPROVEMENTS F` ,.,... W ,. ...».... ......a ,. i. .:. [PAY APPROXIMATE $DESCRIPTION OF ITEMS WITH�� ! UNIT AMOUNT ITEM QUANTITY UNIT BID PRICES WRITTEN IN WORDS] PRICE ! BID (Furnish and Install complete in place, including all appurtenant work, the following items:) 30 7 EA Vacuum Test Sanitary Sewer Manhole A I J14 t-r Dollars and 40 Cents per EA � l�00 � 0 31 3 EA Remove Existing Manhole t w Q k►uK 6 Mel V%L 4 Dollars and Z50(10- AD Cents per EA $ Z5o $ 32 1 EA Abandon Existing Manhole 4 1tj l/l IntMc1M -�M Dollars and via Cents per EA00 $ 15D o- $ 75D -- 33 549 LF Temporary Asphalt Pavement Repair(2" BMAC on 6"FlexBase) Dollars and "" A 0 Cents per LF � �tl' � b^ 7 34 200 SY Additional Temporary Asphalt Pavement Repair Beyond Trench Width po Dollars and 00 w Cents per SY $ Dom. $ Z oo roaclMust Complete City of Fort Worth Approved Product Form or Page U2-3 New':Ydrk Street Reconstruction.- UNIT,Z,-, Sewer rOjoct, Number P274,54420,6 70817'�",000575;80 , ' 1- ' 'U DOE-Num ee-391 F I t 7- - ,SANITARY.'.SEWER°'LINEIMPROVE ' M FA—PPROXIM E DESCRIPTION OF ITEMS WITH ;AMB—U N T I QUANTITY !BID PRICES WRITTEN IN WORDS D (Fumish and Install complete in place, including all appurtenant work, the following items:) 35 549 LF Post Rehabilitation TV Inspection Dollars and )AID Cents per LF $ oV $ (A-7 To- 36 150 LF Trench Safety Systems VJ0 Dollars and Cents per LF $ 2-q�o- $ 00 q�o— frotal Amount Bid Unit 1 - Sewer and Water $ 121%& JForward Total to Page B-Summary) tA teA 6view S A at 64Jftl nqWaia Aalkv BIDDER MUST COMPLETE (In Writing) DOCUMENTS ON PAGES U2-5 and B-Summary It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the forgoing unit prices in this paragraph which it may consider excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event additions to or deduction from the work to be performed on this project are ordered by the Owner. Rejectin at any time of such unit prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract.The selection-of the lowest responsive bid shall be based on the total amount bid. Vaclor Must Complete City of Fort Worth Approved Product Form Page U2-4 CITY APPROVED PRODUCT * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC. SPEC.NO. E1-31 4"thru 30" E1-25 4"thru 15" E1-27 4"thru 15" E1-28 18"thru 27" E100-2 18"thru 48" Consult the"City of Fort Worth,Texas Standard Product List". Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. U2-5 PART B—PROPOSAL PAVING ALTERNATIVE A (This proposal must not be removed from this book of Contract Documents.) TO: Charles R. Boswell Interim City Manager Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and, labor for the installation of various sanitary sewer improvements, including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: 2004 Capital Improvements Program New York Street from E. Rosedale to E Terrell Project No. 00057 Sewer Project Number P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number C200-541200-02840 00057 80 File No. K-1856,X-15812 DOE Number 3910 The major work on this project shall consist of: UNIT 3 Paving & Drainage Alternative A -Asphalt: 3,681 SY 6"HMAC Pavement on 8"Lime Stabilized Sub-grade 1,726 LF T' Concrete Curb with 18"Gutter 3 EA Standard 10' Inlets 94 LF 21" RCCP(Type III) 18 LF 24" RCCP(Type IIl) and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects,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 specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond, ► Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: Page U3A-1 1'3/2b@4 14: 4c 51 759533 75 RJN GROUP PAGE r73/_2 _ 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 TPW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 __-,..._.ALTERNATE A-6" ASPHALT_ON 8".STABYLItE.D_$U,BG.RADE . -- ---�_. __...�. _.. ... ,_ .._...... .. _----.............. .--- .. L BID iY ,APPROXIMATE DESCRIPTION OF ITEMS WYTH UAMOUNTEM UANTITY UNIT IBID PRICES WRITTEN IN WORDSP (Furnish a id Install complete in place, including all appurtenant work, the following items:) 37 2 EA Project Designation Sign Three Hundred Dollars and No Ccnts per EA $ $300.00 $ $600.00 3S 1 LS Ctilit� ,Adjustments Four Thousand Five Hundred Dollars and No Ccnts per LS $ $4,500.00 $ $4,500.00 k 39 1 L� Provide Traffic Control okhu+A ,Sevev±4 Eiye dollars and ✓11�. -_ Cents per L5 $ gF 0� $��)z _ 1 40 547 L1 Full Depth Sawcut for Asphalt or Concrete 0A�, Dollars and ✓1� Cents per LF $ d� $ 54-7 00 41 1224 C" Borrow Excavation (Compacted In Place) Dollars and 1/10 Cents per CY y �Db $ —7I D� Pngc U A 2 ADDENDUM NO.2-ISSUED 11-12-04 1111 i2b a 1a: a. 8173953375 PJM 3POUP UL ela; 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 TPW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856, X-15812 ._--ALTERNATE.A.--.6"_ASPHALT ON_8" STABILIZED.SU.BGRADE- f ,A QUANITTTY ff, UNIT ,BID PRICESOWRITTEN IN WORDS J PRICE AMB DNT (Furnish a td Install complete in place, including all appurtenant work, the following items;) 42 1 145 CY Unclassified Street Excavation Dollars and t7 Cents per CY $ 15 6-0 s I, 43 1?59 S� Remove Existing Concrete ('Dnveways, Stde\N alk, etc..) Se"AJ Dollars and v14 Cents per SY s ! 00 $ 013 ab 44 1559 LF Remove Existing Curb and Gutter -Two Dollars and oU v1>7 Ccnts per LF $ 45 4269 S' s" Line Stabilized Subradc (404 per SY) Dollars and Cents per SY $ 40 181 TON Lime for Subgrade Stabilization Dotlars ,ind ----��----- -- C:cnts per ION 0�' 14 -Z f U'^" r A- ' 1ADDENDUM NO.2-ISSUED 11.12-04 ---------------------1-1.............- ------ --------- 11/29/2004 14: le 8175953375 RJN GROUP PAGE 04/65 C.APY rAL W1lPR0VEMrlM-f5 7004 UNW-1 3 157 80 -SZ�J-200-02840 000— projcNc� NumbeoC-200 DOE Numbev 300 File j\1jo. TABY PA' A LY . E 14 BID �6-j�C�zjpTJON Of ITEMS PRICIE 1ITE 6" M; �PPRO] �-y K Ai i,31D pRICIES WRITTEN 11,j WORDS UNIY i ITEM QU Trry'i WORDS P, L 1 (Furnish a id Install complete in place, including all appurtenant work, the following items:) A 52 85> SY 4" Reinforced Concrete Sidewalk and Leadwalk Dollars and Cents Per SY A 53 13 Construct Handicap Ramp -Type I To o Lvt'_J�Dollar-,and oo $ 'Z 00 Cents per FA A 54 to E,i Construct Handicap Ramp - Type 3 ( _Dollars and �Ccnts per EA $ A 55 239 S 6" Reinforced Concrete Driveway Dollars and Cents per SY A 56 200 LF Remove and Replace Fence �-\ Dollars and OD ccnts per LF VJ OD ilk ADDENDU N D 11-29--04 Page L13A- 5 11/12/2004 14: 4c- 8175953375 RJN GROUP PAGE 07/23:, 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction- UNIT 3I TP_V11 Project Number C200-541200-02840 00057 80 � DOE Number 3910 File No. -18561 -15812 IZE0, UKQRAW l ALTE(�NAT.�-A 5!--ASPHALT-040".-STABIL ._— -,-I"1".--]ITEC UNIT AMOUNT AY 'APPROXIMATE ;pESCRIPTION OF ITEMS WITH f PRICE BID TEM j QUANTITY LU NIT }BID PRICES WRITTEN IN WORDS (Furnish a-id Install complete in place, including all appurtenant work, the following items:) i A 57 703 CY Topsoil i i € Eleven Dollars and No Cents per CY $ $11.00 $__$1,73100 i n A 58 1 EA, Concrete Collar for Stoma brain Manhole Dollars and -- a AJ) Cents per EA $ `�.-000�' � 2-00oo I: A 59 6 EA Concrete Collar for Sanitary Sewer Manhole I ` __ \ Dollars and po Cents per EA $ Z(�b°. $• i A 60 14 E2� Water Valve Adjustment to Proposed Grade I Two Hundred Fifty Dollars and i No Cents per En $250.00 $ $3,500-00 A 61 8 Eye Manhole Adjustment to Proposed Grade 'i Three Hundred Fifty Dollars and No Cents per FGA $ $350.00 $ $2,800'00 1' I ti Page U3/\- 6 A rz±` UM NO.2-ISSUED 11-12-04 11/12/2064 14: 4c 8175953375 RJN GROUP PAGE 68/23 2004 CAPITAL. IMPROVEMENTS PROGRAM New York Street Reconstruction,-.UNIT 3 TEW Project Number 0200.541200-02840 00OS7 80 I I DOE Number 3910 File No., K-1856t X-IS812 PAY _,�LTERNAT A SU E ITEM ._.. _ SAY iAPPROXIMATE 'DESCRIPTION OF ITEMS WYTN TEM s QUANTITY UNIT BID PRICES WRITTEN IN WORDS PRICE BIU : (Furnish and Install complete in place, including all appurtenant work, the following items:) A 62 5 EA Water Meter Box Adjustment to Proposed Grade Thirty Five Dollars and i No Cents per EA $ $35.00 $ $175.00 A 63 1 LErosion Control, and Protection (SWPPP) ] >c � �ivsQvt� V2 vlwt� Dollars and 00_ Op AjD Cents per LS $� $ r A 64 94 LF 21" RCP (Type III) for Storm Drain 1 Dollars and Cents per LF $ �jb� $ q '� co A 65 18 LF 24" RCP (Type III) for Storm Drain I 2F—Ai r 6tfv Dollars and Wa0 vi Cents per LF $ $ q-7 Z —' A 66 3 E,� Construct Standard 10' Inlet l In1D �tOUSG✓l(1 Dollars and A0 Cents per EA $ �00�✓ $ Io, ���� 1 i Page (.J 3A-7 ADDENDUM NO.2-ISSUED 11-12-04 ............-'-... � 11/12/2004 14: 4C 8175953375 RJN GROUP PAGE 09/23 2004 CAPITAL IMPROVEMENTS PROGRAM| New York Street Reconstruction - UNIT 3 TPW Project Number C200-!541200-02840 00057 80 DOE Number 3910 File No. K-18561 X-JL5812 SpRGRA L[ PIRICE _BID WS rEM (Furnish and Istall complete in place, "including all^ appurtenant work, the following nems:) | A 67 l EA construct Standard Type ^ Storm Drain Manhole � Dollars and ` Cents Per _ -,_-_ d A 68 \ E/^ Construct Drop lnloi (Special) Dollars and Cents pcxEA � 6. 00 2 E)\ Connect 21~ RCP k/ Exisbng Z4" RCP Dollar-,and 00 00 ---' ' '` A 70 115 I�� Trench Excavation o Backfill for Storm Drain Dollars and co -2 309a- V10 Cents per LF $ / 7' /\ 7l 115 LF Trench Safety Protection for Storm Drain < � Dollars and � � 0D 72�Ow Cents rerlF r^8"n7^'x [ADDENDUM NO.2-ISSUED 11-12-04 E1: 4E 817'3953375 RJH GROUP PACE 04/05 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 'DPW Project Number C200-541200-02840 00057 80 DOE Number 3910 rile No. K-1856Y X-15812 LTERNINTIE,A,.--6".AS UNIT AMOUNT­ l PAY 0XIF ;DESCRIPTION OF ITEMS WITH i PRICE ,SID PRICES WRITTEN IN WAS ITEM QUAN RID (Furnish ind Install complete in place, including all appurtenant work, the following items!) A 72 115 Ll' Temporary Asphalt Pavement Repair (2" HMAC on 6" FlexBa-,e) Dollars and 00 Cents per LF A 73 175 S" Remove Existing 6" Concrete Pavement Dollar-,and Cents per SY A 74 102 SY 7" Reinforced Concrete Valley Gutter Dollars and _a1v_V)_� Cents per SY $ 0 All) A 75 130 LF Precast Concrete Box Culvert per Detail Dollars and 00 Cents pct LF $ A 76 1 EA Precast Concrete Riser and Grate per Detail I'Ot� /_qOr �A(Jvx Dollars and 60 Cents per EA $ 10 $ P3gc U3A-9 IADDENDUM NO.3-ISSUED 11-16-04 11/16/2004 10: 4E 8175953375 RJN GROUP PAGE 05/05 2004 CAPITAL IMPROVEMENTS: PROGRAM New York Street Reconstruction - UNIT 3 TRW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1856t X-15812 LTE -A'- PAY LTIE APPROXIMATE DESCRIPTION OF ITEMS VV FA 0 6'4i �AY JrTEN f JE IDE CRT MEM I QUANTrTY LUN JBID PRICES WRITTEN IN WORDS I PRICE BID (Furnish )nd Install complete in place, including all appurtenant work, the following items:) A 77 1 U)' Connection to Existing Flume Dollars and Cents per LS It is any acci A 78 1 L-1 Construct Outlet at Curb pet cha low Dollars and 0 $ VJ-D Cents per LS $ Fotal Amount Bid Unit .'; - Pavin7 Alternate A $ 2-" Forward Total to Page It-Summary) JWD �IAAA 0 vQ— \A\J K A rtCl 61A cUpe, (CMN5 (In Writing) BIDDER MUST COMPLETE DOCUMENT ON PAGE B-Summary It is understood and ago -r,ed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the forgoing L nit prices in this paragraph which it may consider excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event additions to or deduction from the work to be performed on this proje,,t are ordered by the Owner. Rejectin at any time Of Such unit prices for construction changes sh all not otherwise affect the balance of the Bid Or Construction Contract. The selection of the lowest r.-sponsive bid shall be based on the total amount bid. .7.t, Page U3A- 10 ADDENDUM No,3- SS#p 11/12/2004 14: 4c- 8175953375 RJN GROUP PAGE 12/23 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction UNIT 3 TPW Project Number C200-541200-02840 00057 80 DOE Number 3910 �=a File No. K-1856,X-15812 PA ITEAL1 ERNATE B_.- 6„ COIVGRET QN 6" STAII. Zb. UBG_RAE:.;.. —y.. . . .._.__.. UNn AMOUNT PAY (APPROXIMATE ` l�ESC(tIP PION OF ITEMS WTCN PRIG BID j ITEM ' UANTITY II UNIT sBID PRICES WRITTEN IN WORDS (Furnish <ind Install complete in place, including all appurtenant work, the following items:) J B 37 2 EA Project Designation Sign Three Hundred Dollars and No Cents per EA $ $300.00 $ $600.00 I r I B 38 1 LS Utility Adjustments i : Four Thousand Five Hundred Dollars and No Cents per LS $ $4,500.00 $4,500.00 i B 39 1 LS Provide Traffic Control S2J�IioV QuiA d }U Dollars and T 00 Cents per I'S $ -7,15V 00 $ jJrO l 'r 1 B 40 577 LF Full Depth Sawcut for Asphalt or Concrete f Dollars and b d Cents per LF $ $ 5-71 Ut? J B 41 264 CY Borrow Excavation (Compacted in Place) i 4 \� Dollars and i On ` 584 °.0- Cents per CY $ 1p f $ i i I paF°USB-2 AQDENDUM NO.2-ISSUED 11-12-04 11/12/2084 14: 4c 8175953375 RJN GROUP PAGE 13/23 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 TPW Project Number 0200-541200-02840 00057 80 DOE Number 3910 File No, K-1856,X-15812 I, PA ITE Ah1�Ef�N�1Trv,B fi"CONCRE�'E QP'�6��._$'r/_1E3�L��EG..,'51:,)BGI�LD.�u......._ 1 ' -. PAY 'APPRQXIMATE ,DESCRIPTION OF ITEMS WITH UN1? fAMg DNT !ITEM i UANTITY UNIT 101D PRICES WRITTEN IN WORDS PRxCE I (Furnish o3nd Install complete in place, including all appurtenant work, the Following items:) B 42 1. 145 CY Unclassified Street Excavation i C e-4 Dollars and Cents per CY $ IS $ 11 ]A B 43 1279 SY Remove Existing Concrete (Driveways, Sidewalk, etc.) j h�,V&A.�) Dollars and VW Cents per SY $ $ f B 44 1653 LF Remove Existing Curb and Gutter ..,.b Dollars and no Da l � Cents per 1,F $ $ j B 45 4350 SY 6" Lime Stabilized Subgrade (28# per SY) I I My d Dollars and �l Cents per p SY $ 2 � $ � B 46 60 T014 Lime for Stabilized Subgrade 6D Dollars and i)n nD V\fl Cents per TON $ B� $ 2 Q Parc 111T3-3 ADDENDUM NO. 2-ISSUED 11-12-04 11/12/2004 14: 4c- 8175953375 PJH GROUP PAGE 14/23 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 TPP Project Number C200-541200-02840 00057 80 WE. Number 3910 r-ile flo. IC-:1856, X-1,5812 la 6" CONCRF�(V- ON .......ALTERNATE, DESCRIPTION OF ITEMS WITH �! PAY 'APPROXIMATE1311- f�UNT BID UNIT -BID PRICES WRMEN IN WORDS PRICE ITEM I Q I I item (Furnish �,nd Install complete in place, including all appurtenant work, the following B 47 20 LF 7" Concrete Curb with 18" Gutter li—ce-VI Dollars and Cents per LF $ 19— $ 00 B 48 2034 LF 7" Integral Concrete Curb Dollars and Cents per LF $ $ 22 1 B 49 4127 SY 6" Reinforced Concrete Pavement Dollars and Cents per SY $ 2o $ 4-1,b 3 B 50 5308 LF Silicone Joint Sealant Dollars and V\'�V"' Cents per LF $ B 51 197 SY 6" Asphalt Transition (Type "D") Dollars and VW Cents per SY $ 2,Abu- $ 0 bn Page UIB-4 ADDENDUM NO,2-1S$UPDF1.-W'0' NT 11/29/2004 14: 10 8175953375 RJN GROUP PAGE 05/05 2004 CAPITAL YNtPROVEMENTs PROGRAM � New York Street Reconstruction - UNIT 3 rPW Project Number C2-00-541200-02840 0005780 DOE Number 3910 File No. K-].856, X15812 i A ALTER.NArf..$ ;G" cONCR�T�QN,�" ST�►��I�IZ��J_�UBG CIE__. _.._' �AMg DONT PAY IAPPt�OXIMATE DESCRIPTION OF ITEMS WITH PRICE -- ITEM i UANTM UNIT• lBID PRICES WRIT IN WORDS urtenant work, the following items:) l (Furnish aid Install complete in place, including all a pp B 52 875 5Y 4" Reinforced Concrete Sidewalk and Leadwalk Dollars and 1 _ Cents per SY I B 53 13 EA Construct Handicap Ramp - Type 1 1 I Dollars and Cents per EA $ All ?J��00 $ Z�(�C�O 00 I s B 54 10 EA Construct Handicap Ramp - Type 3 i ---Dollars and vWW $ 2 i Cents per Fn _ _ t I B 55 239 SY 6" Reinforced Concrete Driveway { '.,v k)XIV Dollars and _Cents per SY $ $ n B 56 200 LF Remove and Replace Fence • Dollars and 00 AO _ Cents per LF l ADDENDUM NO.5 ISSUED 11-29-04 11/12/2004 14: 4c- 0175953375 RJN GROUP PAGE 16/23 f 2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstructiori - UNIT 3 TPW Project Number C200-5412.00-02840 00057 80 DOE Number 3910 LrTE File No. K-1856, X-,15812A _.. _..,,.. " r�. Ll'ER�1AT6 B C CC)NC�`tETFON 65TA0�L,ZZED � =AY .v...-OXIMATE ; {DESCRIPTION OF ITEMSWITH AMOUNT± UANTTTY i UNIT BID PRICES WRI'T-MEN IN WORDS PRICE BID (Furnish z nd Install complete in place, including all appurtenant work, the following items:) B 57 703 CY Topsoil Eleven Dollars and No Cents per CY $ $11.00 $ $7,733.00 B 58 0 XX NOT USED i i Dollars and Cents per XX $ $0.00 $0,00 I B 59 0 XX NOT USED Dollars and Cents per XX $ $0.00 $ $0,00 B 60 14 EA Water Valve Adjustment to Proposed Grade ,l P Two Hundred Fifty Dollars and No Cents pct EA. $ $250.00 $ $3,500-00 B 61 8 EA Manhole Adjustment to Proposed Grade Three Hundred Fifty Dollars and No Cents per EA $ $350.00 $ $2,800.00 Pare UIB-(i ADDENDUM NO.2 ISSUED 11-12.04 I 11/12/2604 14: 4c- 8175953375 RJN GROUP PAGE 17/23 2004 CAPITAL IMPROVEMENTS PROGRAM � New York Street Reconstruction - UNIT 3 � TPW project Number C200-541200-02840 00057 80 ! DOE Number 3910 I � File No. K-1856, X-158 .2 p n �AU, �r�"T,+d►BILIZED._SUBC� E _ Lp� s .PAY APPROXIMATEIpESCRIPTION OF ITEMS WITHi ITEM ! UANTITYUNI BID PRICES WRITTEN IN WORDS CE BID (Furnish <Ind Install complete in place, including all appurtenant work, the following items;) i I B 62 5 EA. Water Meter Box Adjustment to Proposed Grade Thirty Five Dollars and I 175.00 i No Cents per EA $35.00 $ $ II — I 7 B 63 l LS Erosion Control and Protection (SWPPP) I 1 - G Dollars and Cents per LS $ $ (J�UCU l -- B 64 94 LF 21 RCP (Type HT) For Storm Drain E'\ _Dollars and h a Cents per LF $ 1 p $ I B 65 18 LF 24" RCP (Type TIT) For Storm Thain _Dollars and nn —� hb Cents per LF i i B 66 3 EA Construct Standard t0' inlet j Iy" �6y"Lk Dollars and ✓1U Cents per En �b $ I PaQc U3B_7 ADDENDUM No.2-ISSUED 11-12.04 ----------- 11/12/2004 14: 4c 8175953375 RJH GROUP PAGE 18/23 2004 CAPITAL IMPROVEMENYVROGRAM New York Street Reconstruction - UNIT 3 e. TPVV Project Number 0200-541200-02840 00057 80 DOE Number 3910 File No. K-1856,, X-15M I PA7Y -..-_4".CQNCP�T�, -'TAB1LT-/-Vb.!;013G.RADF. YE.0 ,QN 61"ITEM ffi� -6 iTIDES'CRIPTT-ON-OF-17rS W -- '-PAY ;APPROXIMJ 'T �imo&N`f ��Y— U QUANTM UNIT S �PTD PRICES WRITTEN IN WORD PRICE BID niTum (Furnish zind Install complete in place, including all appurtenant work, the following items:) 61 B 67 1 EA Construct Standard Type I Storm Drain Manhole Dollars and Cents per EA 2 2.0 02-' $ 2 1 7 B 68 1 EA Construct Drop Inlet (Special) Dollars and Ccnts per EA $ B 69 2 EA Connect 21" RCP to Existing 24" RCP F, Vim- �1\J V1-�Vr— Dollars and Cents per EA $- (;;bO B 70 115 LF Trench Excavation and Backfill for Storm Drain Dollars and Cents per TF $ 71 115 LF Trench Safety Protection for Storm Drain —1,w D Dollars and CCT1tS PCT 1-17 Pagc UIB-8 ADDENDUM NO. 2-XWE"-pl- 11/16/2004 10: 4E 8175953375 RJN GROUP PAGE 02/05 I :2004 CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 TPW Prciject Number 0200-541200-02840 00057 80 DOE Number 3910 .Pile No. K-18561 X-15812 Pa ..ALTFRNATE.B O CON`CRET ON 6'„STp _ Z . UBGRA ' E Bz EDS D _ I III ( PAY APPROXIMATE j DESCRIPTION OF ITEMS WITHUNIT L� 13 OUNTITEM UANTITY UNIT BID PRICES WRrMN IN WORDS PRICEID (Furnish and Install complete in place, including all appurtenant work, the following items:) I B 72 115 LF Temporary Asphalt Pavement Repair (2” 1-LMAC on 6" FlexBase) Dollars and �— 1d Cents per LF 'D00 B 73 175 SY Remove Existing 6" Concrete Pavement rou (For E e. Dollars and Cents per SY ?j�� $ ('12-1 B 74 0 XX NOT USED I Dollars and Ccnts per XX $ $0.00 $ $0.00 It an ac B 75 130 LF Prccast Concrete Box Culvert per Detail Pe cls 10 `I } Dollars and Cents per L B 76 1 EA Precast Concrete Riser and Grate per Detail 6vt A te L t Dollars and CC r I D Cents per EA 1 Page U313-9 IADDENDIJM NO.3-ISSUED 11-16-04 11/16/2004 10: 4E 8175953375 RJN GROUP PAGE 03/1 2004CAPITAL IMPROVEMENTS PROGRAM New York Street Reconstruction - UNIT 3 TPW Project Number C200-541200-02840 00057 80 DOE Number 3910 File No. K-1.856, X-15812 ---AL,TERNA'rE::B.:�..+6"�ONCIRE7E,0,N..6"_:S7���1.]�xL"�:S.U,�GRAD;E.. ......._ —-- QUANTITY UNIT BID PRICES W..,,. ITEM � EM `APPROXIMATE I � }DESCRIPI-ZON OF ITEMS WITH � . UNIT AMOUNT' RMEN IN WORDS PRICE I BID (Furnish and Install complete in place, including all appurtenant work, the following items:) B 77 1 LS Connection to Existing Flume ��k1n Dollars and vw Cents per LS $ `1 V✓b On $ _+ B 78 1 LS Cons-�ruct Outlet at Curb VV ku>n af-r- Fr Dollars and ✓10 Cents per LSs 45-0 s+fib l Total Amount Bid Unit 3 - Paving Alternate B $ 2 3Z 52-, X42 (Forward Total to Page 13-Surrimary) L t-t try 1 .-r(Fr 6KI re'd t-o!-lj�Lyo �a1��S liKd ¢t,rtl (In Writing) �o BIDDER MUST COMPLETE DOCUNIENT ON PAGE B-Summary It is understood and ag-eed by the undersigned that the Owner reserves the unrestrictedprivilc e to refect any or all the forgoing mit prices in this paragraph which it may consider excessive or unreasonable, or to accept any or all of the n as unit prices applicable in the event additions to or deduction from the work to be performed on this projf!ct are ordered by the Owner. Rejectin at any time of such unit prices for construction chances shall not otherwise affect the balance of the Bid or Construction Contract. The selection of the lowest bid shall be based on the total amount bid, 1 Page u3R-10 ADDENDUM NO.3-ISSUUp 77-18-Q4 N. constr eW'Yoek u. r Water Project dffib&;-,P-2-645,412`00 60817 0005 Rz� 7 -,"i-7 _7 '-tinb t-.'-P27 -708 Sewer Pro �­--':1--�i '��-41`20 0 �Ct-"N q 6 p Number 0;� TPW Pr ject Nul b DOE:'Number. 3 -1 !�Ie No X41856,:X-15812.,,, y� -1D, -UMMARY$v� Total Amount Bid Unit 1 - WATER LINE IMPROVEMENTS lS UNIT 1 SUBTOTAL Total Amount Bid Unit 2 - SANITARY SEWER IMPROVEMENTS UNIT 2 SUBTOTAL $ Total Amount Bid Unit 3 - PAVING AND DRAINAGE ALTERNATE A UNIT 3 SUBTOTAL $ 24-B wb 15,0 TOTAL AMOUNT BID - ALTERNATE A $— 3-7 GO 02-7 zs Cotal Amount Bid Unit I -WATER LINE ROPROVEMENTS UNIT 1 SUBTOTAL $ Total Amount Bid Unit 2 - SANITARY SEWER IMPROVEMENTS UNIT 2SUBTOTAL $ Total Amount Bid Unit 3 -PAVING AND DRAINAGE ALTERNATE B UNIT 3 SUBTOTAL $ 262 4232 TOTAL AMOUNT BID - ALTERNATE 13 $ AD B-SUMMARY FT. o "n, YEN. Iwo on O op _6_ SPECIAL INSTRUCTIONS TO BIDDERS WATER DEPARTMENT SPECIAL INSTRUCTIONS TO BIDDERS 1) PREQUALIFIC.4TION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids: This prequalification process will establish a bid limit based on a technical evaluation and financial analysis 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 the 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 accountant 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(1)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 experience record to be considered to be acceptable for a given project,it must reflect the experience of the firm seeking qualification in work of both the same nature and technical 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 qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City,in its sole discretion,may reject any bid for failure to demonstrate experience and/or expertise. 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 which bids are to be received. Failure to'notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check,or an acceptable bidder's bond,payable to the City oiFort Worth,in an amount of not less than five(S%)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 the state of Texas. In addition, the surety must(1)hold 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;or(2)have obiained 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. 3. BONDS: A performance 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. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: 06/04/03 (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, 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,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(u) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of D-3 Right to Audit pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors 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. The contractor shall 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 Proposal. P 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT 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 bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in 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. This provision does not apply if this contract involves federal fiords. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet 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- five(45)calendar days after completion and acceptance by the City. 9. AGE: In accordance 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,shall,in connection with the_ employment,advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment,discriminate against persons because of their age except on the bases of a bona fide occupational-qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members,agents,employees, subcontractors,program participants,or persons acting on their behalf,shall specify,in solicitations or 06/04/03 advertisements for employees to work on this contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirements. Contractor warrants 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 arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: 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 with,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 claims or allegations asserted by third parties or subcontractors against City arising out of Contractor'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 participatidn 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 MBE/WBE ZTITL IZATION FORM, SUBCONTRACTOR/SUPPLIER UT=ATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("with Documentation')and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p-r.,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 request,Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise (WBE)on the contract and payment thereof Contractor further agrees to permit any audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an WE 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 misrepresentation of facts(other than a negligent misrepresentation) and/or commission of fraud will iesult in the Contractor being determined to be irresponsible and barred from participating in 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 of the retainage will be included with the final payment after acceptance of the project as being complete. C. The project 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. 06/04/03 R 6 e. Bills Paid 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 and there is a dispute regarding(i)final quantities,or(ii)liquidated damages,city shall make a' progress payment in the amou=nt that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall attempt to resolve the differences within 30 calendar days. 06/04/03 r r r - - r . . r r r r GENERAL CONDITIONS r r r r r r r -* CITY OF FORT WORTH WATER DEPARTMENT PART C-GENERAL CONDITIONS TABLE OF CONTENTS C 1-1.1 DEFIIVITIONS OF TERMS Cl-1.(1) C 1-1.2 CONTRACT DOCUMENTS Cl-1.(1) C 1-1.3 NOTICE TO BIDDERS Cl-1.(1) C 1-1.4 PROPOSAL Cl-1.(1) C 1-15 BIDDER Cl-1.(1) C 1-1.6 GENERAL CONDITIONS Cl-1.(1) C 1-1.7 SPECIAL CONDITIONS Cl-1.(1) C 1-1.8 SPECIFICATIONS Cl-1.(1) C 1-1.9 BOND Cl-1.(2) C 1-1.10 CONTRACT Cl-1.(2) C 1-1.11 PLANS Cl-1.(2) �• C.1-1.12 CITY C1-1. (2) C 1-1.13 CITY COUNCIL C1-1.(2) C 1-1.14 MAYOR Cl-1.(2) C 1-1.15 CITY MANAGER Cl-1.(2) C 1-1.16 CITY ATTORNEY Cl-1.(2) C 1-1.17 DIRECTOR OF PUBLIC WORKS Cl-1.(2) C 1-1.18 DIRECTOR,CITY WATER DEPARTMENT Cl-1. (2) C 1-1.19 ENGINEER Cl-1.(2) C 1-1.20 CONTRACTOR C1-1.(2) C 1-1.21 SURETIES Cl-1.(2) C 1-1.22 THE WORK OF PROJECT Cl-1.(2) C 1-123 WORKING DAY Cl-1.(3) C.1-1.24 CALENDER DAYS Cl-1.(3) C 1-1.25 LEGAL HOLIDAYS Cl-1.(3) C 1-1.26 ABBREVIATIONS Cl-1.(3) C 1-1.27 CHANGE ORDER C1-1.(3) C 1-1.28 PAVED STREETS AND ALLEYS Cl-1.(3) C 1-1.29 UNPAVED STREETS OR ALLEYS Cl-1.(3) C 1-1.30 CITY STREETS C1-1.(3) C 1-1.31 ROADWAY Cl-1.(4) C 1-1.32 GRAVEL.STREET Cl-1.(4) C 2-2.1 PROPOSAL FORM C2-2.(1) C 2-2.2 INTERPRETATION OF QUANT= C2-2.(1) C 2-2.3 EXANENATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT C2-2.(1) C 2-2.4 SUBhUTU NG OF PROPOSAL C2-2.(1) C 2-25 REJECTION OF PROPOSALS C2-2:(1) C 2-2.6 - BID SECURITY C2-2.(2) C 2-2.7 DELIVERY OF PROPOSAL C2-2.(2) C 2-2.8 WITHDRAWING PROPOSALS C2-2.(2) C 2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS C2-2.(2) C2-2.10 PUBLIC OPENING OF PROPOSAL C2-2. (2) C 2-2.11 IRREGULAR PROPOSALS C2-2.(2) C 2-2.12 DISQUALIHZCATION OF BIDDERS (-2-2.(2) C 3-3.1 CONSIDERATION OF PROPOSALS C3-3.(1) C 3=3.2 V;ITHDRAWAL OF PROPOSALS C3-3.(1) C 3-3.3 AWARD OF CONTRACT C3-3.(1) C 3-3.4 RETURN OF PROPOSAL SECURITIES C3-3.(1) C 3-35 PAYMENT}PERFORMANCE AND MAIlV 'BNANCE BONDS C3-3.(1) C 3-3.6 EXECUTION OF CONTRACT C3-3.(2) CITY OF FORT WORTH WATER DEPARTMENT PART C-GENERAL CONDITIONS C 3-3.7 FAILURE TO EXECUTE CONTRACT C3-3. (2) C 3-3.8 BEGINNING WORK C3-3. (2) C 3-3.9 INSURANCE C3-3. (2) .C3-3.10 CONTRACTOR'S OBLIGATIONS C3-3.(4) C 3-3.11 WEEKLY PAYROLL C3-3.(4) C 3-3.12 CONTRACTOR'S CONTRACT ADMINISTRATION C3-3. (4) C 3-3.13 VENUE C3-3.(5) C 4-4.1 INTENT OF CONTRACT DOCUMENTS C4-4.(1) C 4-4.2 SPECIAL PROVISIONS C4-4. (1) C 4-4.3 INCREASED OR DECREASED QUANTITIES C4-4.(1) C 4-4.4 ALTERATION OF CONTRACT DOCUMENTS C44. (1) C 9-45 EXTRA WORK C44.(1) C 4-4.6 SCHEDULE OF OPERATONS C4-4.(2) C 5-5.1 AUTHORITY OF ENGINEER C5-5.(1) C 5-5.2 CONFORM=WITH PLANS C5-5.(1) C 5-5.3 COORDINATION OF CONTRACT DOCUMENTS C5-5.(1) C 5-5.4 ) COOPERATION OF CONTRACTOR C5-5.(1 C 5-55 EMERGENCY AND/OR RECTIFICATION WORK C5-5.(1) C 5-5.6 FIELD OFFICE C5-5. (2) C 5-5.7 CONSTRUCTION STAKES C5-5.(2) C 5-5.8 AUTHORITY AND DUTIES OF INSPECTORS. C5-5.(2) C 5-5.9 INSPECTION C5-5.(2) „- C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK C5-5.(3) C 5-5.11 SOURCE OF SUPPLY AND QUALITY OF MATERIALS C5-5.(3) C 5-5.12 SAMPLES AND TESTS OF MATERIALS C5-5.(3) C 5-5.13 STORAGE OF MATERIALS C5-5.(3) C 5-5.14 EXISTING STRUCTURES C5-5.(3) C 5-5.15 IN I RR=ON OF SERVICE C5-5.(3) C 5-5.16 MUTUAL RESPONSIBILTY OF CONTRACTORS C5-5.(4) �. C 5-5.17 CLEAN-UP C5-5.(4) C 5-5.18 FINAL INSPECTION C5-5.(4) C 6-6.1 LAWS TO BE OBSERVED C6-6.(1) C 6-6.2 PERMITS AND LICENSES C6-6-..(I) C 6-6.3 PATENTED DEVICES,MATERIALS AND PROCESSES C6-6.(1) C 6-6.4 SANITARY PROVISIONS C6-6.(1) *" C 6-65 PUBLIC SAFETY AND CONVENIENCE C6-6.(1) C 6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS,ALLEYS AND RIGHT-OF-WAY C6-6.(2) C 6-6.7 RAILWAY CROSSINGS C6-6.(2) C 6-6.8 BARRICADES,WARNINGS AND WATCHMEN C6-6.(2) C 6-6.9 USE OF EXPLOSIVES,DROP WEIGHT,ETC. C6-6.(3) _C6-6.10 WORK WITHIN E SRMFNTS C6-6.(3) C 6-6.11 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS C6-6.(4) C 6-6.12 CONTRACTOR'S CLAIM FOR DAMAGES C6-6.(4) C 6-6.13 ADJUSTMNT OR RELOCATION OF PUBLIC UTILITIES,ETC. C6-6.(4) C 6-6.14 TEMPORARY SEWER AND DRAIN CONNECTIONS C6-6. (4) C 6-6.15 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY C6-6.(4) C 6-6.16 USE OF A SECTION OF PORTION OF T(-IE WORK C6-6.(5) C 6-6.17 CONTRACTOR'S RESPONSIBILITIES FOR THE WORK C6-6. (5) C 6-6.18 NO WAIVER OF LEGAL RIGHTS C6-6.(5) C 6-6.19 PERSONAL LIABILITY OF PUBLIC OFFICIALS C6-6. (5) C 6-6.2- STATE SALES TAX C6-6.(5) ll CITY OF FORT WORTH WATER DEPARTMENT' PART C-GENERAL CONDITIONS C 7-7.1 SUBLETTING C7-7. (1) C 7-7.2 ASSIGNMENT OF CONTRACT C7-7..(1) C 7-7.3 PROSECUTION OF THE WORK C7-7. (1) C 7-7.4 LIWrATIONS OF OPERATIONS C7-7.(1) C 7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT C7-7. (1) C 7-7.6 WORK SCHEDULE C7-7. (2) C 7-7.7 TEYM OF COMV v1ENCENMNT AND COMPLETION C7-7.(2) C 7-7.8 EXTENSION OF TRVIE OF COMPLETION C7-7. (2) C 7-7.9 FAILURE TO COMPLETE ON TIME C7-7.(2) C7-7.10 SUSPENSION BY COURT ORDER C7-7.(3) C 7-7.11 TEMPORARY SUSPENSION C7-7.(3) C 7-7.12 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY C7-7.(3) C 7-7.13 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULNIENT OF THE C7-7.(4) WORK CONTACT ► C 7-7.14 TERMINATION OF CONTRACT C7-7.(5) C 7-7.15 SAFETY METHODS AND PRACTICES C7-7.(5) C 7-7.16 SAFETY RESTRICTIONS RELATIVE TO HIGH VOLTAGE OVERHEAD LINES C7-7.(5) C 8-8.1 MEASUREMENT OF QUANTITIES C8-8.(1) C 8-8.2 UNIT PRICES C8-8.(l) C 8-8.3 SCOPE OF PAYMENT C8-8.(1) C 8-8.4 PARTIAL ESTIMATES AND RETAINAGE C8-8.(1) C 8-8.5 WITHHOLDING PAYMENT C8-8.(2) C 8-8.6 FINAL ACCEPTANCE C8-8.(2) C 8-8.7 FINAL PAYMENT C8-8.(2) C 8-8.8 ADEQUACY OF DESIGN C8-8.(2) C 8-8.9 GENERAL GUARANTY C8-8.(2) a iii - CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS SECTION C 1-1 DEFINITIONS C 1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used,-fhe intent and meaning shall be understood and interpreted as follows: IM C 1-1.2 CONTRACT DOCUh4ENTS: The Contract Documents are all of the written and drawn documents, such as specifications,bonds, addenda,plans, etc. which govern the terms and performance of the contract.These are contained'in *" the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCL%4ENTS:The feral Contract Documents govern all Water Department Projects and include the following items: PART A-NOTICE TO BIDDERS (Sample) PART B-PROPOSAL - (Sample) PART C-GENERAL CONDITIONS (canary yellow) PART D-SPECIAL CONDITIONS (green) PART E-SPECIFICATIONS PART E-(APPENDIQ PARTF-BONDS PART G-CONTRACT b. SPECIAL CONTRACT DOCUMENTS:The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A-NOTICE TO BIDDERS (Advertisement) PART B-PROPOSAL (Bid) PART C-GENERAL CONDITIONS _ PART D-SPECIAL CONDITIONS PART E-SPECIFICATIONS PARTF-BONDS PART G-CONTRACT PART H-PLANS (Usually bound separately) C 1-1.3 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, constitute the Notice to Bidders. C 1-1.4 PROPOSAL:The completed written and signedoffer or tender of a Bidder to perform the work which the Developer 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 Developer,has been publicly opened and read and not rejected by the Developer. C 1-1.5 BIDDER Any person, persons, firm,partnership,company, association,corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a Bidder. C 1-1.6 GENERAL CONDITIONS: The General Conditions aree the usual construction and contract requirements that govern the performance of the work so that it will be carried on'in accordance with the customary procedure, the local statutes,and requirements of the City of Fort Worth's Charter and promulgated ordinances. Wherever there may be conflict between the General Conditions and Special Conditions,the latter shall take precedence and shall govern. C 1-1.7 SPECIAL CONDITIONS: Special Conditions are the specific requirements that 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 that the Contractor and Developer should have in order to gain a thorough knowledge of the project. C1-1 (11 .��....,_-n.emr'YevH+...J�.+IU�.T'.yiv..L...........u.o.mlw v.t.N' ,.JSJi-..-v.�_.ry...............n a .....+u......s...a.,.....r .....\1YJ...... i....._.....W..u,...,a.J..::......:u..:.. ._......+..Wr.v....._...............,_.......-..,........... ..._......-.._..... w""w� „�..:- -•7 tY'i13_S•�. ....•ti.i•.LJ+.ve.l•CYlia..+..T.:_r-.. '.J,::.1J u�J.us _""r..e._a.:-Yt9x':.i0.....�...*..T..a":..`w"_�c4iy;Ltiwlu.C:sus.a�.x:......,,,.,�.^�•y1i-„axu. ,� _ ..::nay:•a�..xan:..:. ;-'sica��:^::tea` CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS C 1-1.8 SPECIFICATIONS:The Specifications is that section or part of the Contract Documents that sets forth in detail the requirements that must be met by all materials, construction, workmanship, equipment and services in,order to render a completed and useful prerject Whenever reference is made to'standard specifications, regulations;requirements; statutes, etc.,such referred to documents shall become a part of the'Contract Documents just as though they were embodied therein. C 1-1.9 BOND:The Bond or Bonds are the written guarantee or securities furnished by the Contractor for the prompt and faithful'performance of the contract and include the following: a. Performance Bond(see paragraph C 3-3.5) b. Payment Bond(see paragraph C 3-3.5) C. Maintenance Bond(see paragraph C 3-3.5) CL Proposal or Bid Security(see Special Instructions to Bidders,Part A and C 2-2.6) C 1-1.10 CONTRACT: The Contract is the formal signed agreement between the Developer and Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C 1-1:11 PLANS:The Plans are the drawings or reproductions there from made by the Developer's representative showing in detail the location, dimension and position of the various elements of the project,including such profiles,typical cross- sections,layout diagrams,working drawings,preliminary drawings and such supplemental drawings as the Developer may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Developer. The Plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therem. C 1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes,acting by and through its governing body or its City Manager,each of which is required by the Charter to perform �. specific duties.The City of Fort Worth shall have Engineer/Inspector control over the project C 1-1.13 CITY COUNCII.:The duly elected and qualified governing body of the.City of Fort Worth,Texas.. . C 1-1.14 MAYOR:The officially elected Mayor,or in his absence,the Mayor Pro Tem of the City of Fort Worth,Texas C 1-1.15 CITY MANAGER:The officially appointed and authorized City Manager of the City of Fort Worth,Texas,or his duly authorized representative. C 1-1.16 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 official of the City of Fort Worth,referred to in the Charter as the City Engineer,or his duly authorized representative. +tea C 1-1.18 DIRECTOR CITY WATER.DEPARTMENT:The duly appointed Director of the City Water.Depaitment of the City of Fort Worth,Texas,or his duly authorized representative,assistant,or agents. C 1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the,scope of the particular duties entrusted to them. C 1-120 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Developer for the execution of the work, acting directly or through a duly authorized representative. A subcontractor is a person, firm, corporation, or-others under contract with the principal contractor, supplying labor and materials or only labor,for work at the site of the project C 1-1.21 SURETIES:The corporate bodies,which are bound_by such Bonds as 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 -* requirements as set forth in the Contract Documents and approved changes therein. C 1-1.22 'fes WORK OR PROJECT: The completed.work contemplated in and covered by the Contract Documents, .. CITY OF FORT WORTH WATER DEPARTMENT BART C—GENERAL CONDITIONS "■+ including but not limited to the furnishing of all labor,materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project C 1-123 WORKING DAY:A working day is defined as a calendar day,not including Saturdays,Sundays,and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a m. and 6:00 p.m., with exceptions'as permitted in paragraph C 7-7.6. C 1=124 CALENDAR DAYS:A calendar day is any'day of the week or month,no days being excepted. C 1-1.25 LEGAL HOLIDAYS:Legal holidays shall be observed as prescribed by the City Council of the City ofFort Worth for observance by City employees. C 1-1.26 ABBREVIATIONS:Wherever the abbreviations defined herein appear in Contract Documents,the intent and meaning shall be as follows: AASHO American Association of State Highway Officials Min -Minimum ASCE American Society of Civil Engineers Mono.-Monolithic ASTM American Society of Testing Materials % -Per centum AWWA American Water Works Association R -Radius. ASA American Standards Association I.D. -Inside HI Hydraulic Institute Diameter Asph. Asphalt O.D. -Outside Ave. Avenue Diameter Blvd. Boulevard Elev. -Elevation CI Cast Iron F -Fahrenheit ' CL Center Line C -Centigrade GI Galvanized Iron In. -Inch Lin. Linear or Lineal Ft -Foot �,. Lb. Pound St. -Street MH Manhole CY -Cubic Yard Max. Maximum Yd. -Yard MGD Million Gallons per Day SY -Square Yard " CFS Cubic Foot per Second L.F. -Linear Foot C 14:27 CHANGE ORDER A Change Order is a written,supplemental agreement between the developer and the Contractor covering some added or deducted item or feature which may be found 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 item or items in the original Proposal. All Change Orders shall be prepared by the Developer,as necessary,from information furnished by the Contractor. C 1-128 PAVED STREETS AND ALLEYS:A paved street or alley shall be defined as a street or alley having had one of the following types of wearing surfaces applied over the natural unimproved surface: a. Any type of asphalted concrete with or without separate base material. b. Any type of asphalt surface treatment,not including an oiled surface,with or without separate base material. C. Brick,with or without separate base material. d Concrete,with or without separate base material. e. Any combination of the above. C 1-1.29 UNPAVED STREETS OR ALLEYS:An unpaved street,alley,roadway or other surface is any area except those defined above for Paved Streets and Alleys. C 1-1.30 CITY STREETS:A City street is defined as that area between the right-of-way lines as the street is dedicated C1-1 (3) .�lw'�7=:]L.�:4..-.1:'d9'v��.�a]::s'.�'�..'L`:�,t.srs.�tim':a_........`. _'....__.+_...,n547L.:._._.•..._.........•_-aal''T1]�.�,:Y�.::1:1aa..r.Y.'L�1 ".`.�".wn.,..n.....as.;y��+Y�.+'ii•.ti:. ;�uGr• —•Kt�.sti..�.�::��;�i:,�.3:, CITE OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS C 1-1.31 ROADWAY:The roadway is defined as the area between parallel lines two(2')feet back of the curb lines or four (4')fleet back of the average edge ofpavement where no curb exists.. C 1-132 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS SECITON C 2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C 2-2.1 PROPOSAL FORM: The Developer will furnish Bidders with a Proposal form,which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidders'general understanding of the project to be completed,provide a space for fiunishing the amount ofbid security, and state the basis for entering into a formal Contract. The Developer will fim3ish forms for the Bidder's "Experience Record","Equipment Schedule",and"Financial Statement", all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. C 2-2.2 IIVTERPRETATION OF OUANT=S: The quantities of woric 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 only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of- work performed or materials finnished in strict accordance with the Contract Documents and Plans.The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided,without in any way invalidating the unit prices bid or any other requirements of the Cont-4ct Documents. C 2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Developer shall constitute all of the information which the Developer will fumish;All additional information and data which the Developer will supply after promulgation of the formal Contract Documents shall be issued in the form of a written addendum and shall become a part of the Contract Documents just as though such addenda were actually written into the original contract Documents. Bidders are required,prior to the filing of Proposal,to read and become familiar with the Contract Documents,to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research,and investigations,tests,boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion,and obtain all information required to make an intelligent Proposal. No information given by the Developer or the City or any representative of the Developer or the City,other than that contained in the Contract Documents and officially promulgated addenda thereto,shall be binding upon the Developer. Bidders shall rely exclusively and solely upon their own egtimates, investigation,research,tests,explorations,and other data which are necessary for full and complete information upon which the Proposal is to be based.It is mutually agreed that the submission of a Proposal is prima facie evidence that the Bidder has made the investigations,examinations and tests herein required.Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in -the Contract Documents will not be allowed. The logs of Test Holes,if any,showing on the Plans are believed to be correct;however,the Developer does not guarantee that the data shown is representative of conditions which actually exist. C 2-2.4 SUBMITTING OF PROPOSAL:The bidder shall submit his Proposal on the form finished by the Developer.All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, 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 thece most advantageous tageous to the City shall govern. If a proposal is submitted by an individual,his or her name must be signed by him(her) or his(her)duly authorized agent.If a Proposal'is submitted by a firm, association, or partnership, the name and address of each member must be given, and the Proposal must be signed by a member of the firm,association, or partnership, or by a person duly authorized If a Proposal is submitted by a company or corporation,the company or corporate name and business address must be emm and the Proposal signed by an official or duly authorized agent The corporate seal must be affixed Power of Attorney authorizing agents or ' others to sign Proposal must be properly certified and must be in writing and submitted with the Proposal where pertinent C 2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for,conditional or uncalled for alternate bids,incomplete bids,erasures,or irregularities of any kind,or contain unbalanced value of any items. Proposals tendered or delivered after the official time designated for receipt of Proposals shall be returned to the Bidder unopened C2-2 (1) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS C 2-2.6 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 Developer 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 three lowest Bidders will be retained until the contract is awarded or otherdispositionis made thereof.The Bid Security of all other Bidders may be returned promptly after the canvass of bids. C 2-2.7 DELIVERY OF PROPOSAL:No proposal will be considered unless it is delivered,accompanied by its proper Bid Security, to the Developer 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 actually delivered.Each Proposal shall be in a scaled 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 Developer. C 2-2.8 MI R�AV;INQ PROPOSALS: Proposals actually filed with the Developer 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 Developer, 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-consideration requests have been properly filed may,at the option of the Developer,be returned unopened. C 2-2.9-TELEGRAPHIC MODIFICATION OF PROPOSALS: Any Bidder may modify his Proposal.by telegraphic communication at any time prior to the tune set for opening-Proposals, provided such telegraphic communication is received by the Developer prior to the said Proposal opening time,and provided further,thit the Developer 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 opening time. If such confirmation is not received within-forty-eight (48) hours.after the Proposal opening time,no further consideration will be given to the Proposal. C 2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly fined and for which no "Non- consideration Request" has been received will be publicly opened and read aloud by the Developer 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 Developer until the contract has been awarded- Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS:Proposals shall be considered as beirig"Imgular"if they show any omissions, alterations of form,additions,or conditions not called for,unauthorized alternate bids,or irregularities of any kind. However,the City reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City.Tendering a Proposal after the closing hour is an irregularity which cannot be waived. C 2-2.12 DISOUALIFICATION OF BIDDERS:Bidders may be disqualified and their Proposals not considered for any 04 but not limited to,the following reasons: Reason for believing that collusion exists among Bidders. b. Reasonable grounds for believing that any Bidder is interested in more than one Proposal for work contemplated. c. The bidder being interested in any litigation against the Developer or the City of Fort Worth. CL The Bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The Bidder having performed a prior contract in an unsatisfactory manner,in the opinion of the Engineer- f Lack of competency as revealed by the financial statement experience record, equipment schedule, and such inquiries as the Developer or City of Fort Worth may,see fit to make. 9- Uncompleted work which,in the judgment of the City of Fort Worth,will prevent or hinder the prompt CITY OF FORT WORTH WATER DEPARTMENT r PART C—GENERAL CONDITIONS completion of additional work if awarded. h. The Bidder not filing with the City,one week in advance of the hour of the opening of Proposals,the following: 1. Financial Statement showing the financial condition of the Bidder as specified in Part"A"- Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one under consideration,which have been successfully completed by Bidder. *� 3. An equipment schedule showing the equipment the Bidder has available for use of the project. The Bid Proposal of a Bidder who,in the judgment of the Engineer,disqualifies under the requirements stated herein,shall be set aside and not opened Too AW CITY SEAJJ9AJYW 6 L04 C2-2 (3) r. iii�+'`:..a-- `a�.:..,o.�....v,.�................ ._ _._ .-,n�..__-,,.:,,.tvy. .,.r..,_....._..,.�..<._....�._tir..aFr:.:w::w+x.+*-.a..........: _ r_. .ai:++�:wlMn»:•..:.1Wa�o:iia=----+-•-,-=�«s.}'v-.�_ - ..ns.�.....' _'rs.�o�..::.:�:�'..,.'.:::�=+ic:,:.,. CITY OF FORT WORTH WATER DEPARTNIENT �. PART C-GENERAL CONDITIONS Ell J k _ C2-2 (4) CITY OF FORT WORTH WATER DEPARTINIENT PART C—GENERAL CONDITIONS r SECTION C 3-3 AWARD AND EXECUTION OF DOCUMENTS C 3-3.1 CONSIDERATTON OF PROPOSALS: After Proposals have been opened and read aloud, the Proposals will be tabulated on the basis of the quoted prices,the quantities shown in the Proposal,and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Developer, the right will be reserved to reject any or all proposals and waive technicalities,to re-advertise for new Proposals,or to proceed with the work in any manner as may be considered for the best interest of the City. C 3-3.2.WTIT-IDRAWAL OF PROPOSALS: After a Proposal has been read by the Developer it cannot be withdrawn by the bidder within forty-five days after the date on which the Proposals were opened. C 3-3.3 AWARD OF CONTRACT: The Developer reserves the right to withhold final 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 investigations have been made as to the responsibility of the proposed awardees. The award of the contract,if an award is made,will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Developer has notified the Contractor in writing of such award. C 3-3.4 RETURN OF PROPOSAL SECURTITES: As soon as proposed price totals have been determined for comparison of bids, the Developer may, at its.discretion, return the Proposal Security which accompanied the Proposals which, in its +r• judgment, would not be considered for the award. All other Proposal Securities, usually those of the three lowest bidders, will be retained by the Developer until the required contract has be executed and bond furnished or the Developer has otherwise disposed of the bids,after which they will be returned by the Developer. C 3-3.5 PAYMENT PERFORMANCE AND MAINTENANCE BONDS:The successful bidder entering into a contract for the work will be required to give the following bonds in the name of the Developer and the City in a sum equal to the amount of the contract awarded The form of the bond shall be as herein provided and the surety shall be acceptable to the Developer and the City.All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code,as amended. A. If the total contract price is$25,000 or less,payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. 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 material in the prosecution of the work. C. 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 Developer and the City of Fort Worth. D. A Two-year Maintenance Bond in the name of the City is required for all projects to insure the prompt,full and faithful performance of the general guarantee as set forth in Paragraph C8-8.9. To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be �---- business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In a. i must(1)hold a certificate of authority from the Untied States secretary of the treasury to qualify as a ty el n�p, ;.. h��iic� u 4f�p�tltl FT. �C>It 15N. C3-3 (1) - CITY OF FORT WORTH WATER DEPARTMENT PART C-7 GENERAL CONDITIONS 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 Developer and the City, in their sole discretion,will determine the adequacy of the proof required herein. No sureties will be accepted.by the Developer and City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the Developer or the City.Should any surety on the contract be determined unsatisfactory at any time by the Devel9per or the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the Developer and the City C 3-3.6 EXECUTION OF CONTRACT: Within ten (10) days after the Developer has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and Me with the Developer and the City of Fort Worth the Contract and such bonds as may be required in the Contract Documents. 14o contract shall be binding upon the Developer until it has been executed by the Developer. C 3-3.7 FAILURE TO EXECUTE CONTRACT:The failure of the Awardees to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Developer as an abandonment of his Proposal, and the Ddveloper may annul the award-By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to,accurately determine the amount of damages accruing to the Developer by reason of said Awarder's failure to execute said bonds and contract within ten (10). days, the Proposal Security accompanying the Proposal shall be the agreed amount of damages which Developer will suffer by reason of such failure on the part of the Awardees and shall thereupon immediately be forfeited to the Developer. The filing of a Proposal will be considered as an acceptance of this provision by the Bidder. C 3-3.8 BEGRqNING WORK The Contractor shall.not commence work until authorized in writing to do so by the Engineer. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization,usually termed the Work Order or Proceed Order,it is agreed that the Surety Company will,within ten(10) days after the commencement date set forth in such written authorization,commence the physical execution of the contract C3-3.9 INSURANCE:The Contractor shall not commence work under this contract until it has obtained all insurance required under the Contract Documents,and such insurance has been approved by the Developer and the City and certificates of insurance have been delivered to the Developer and the City.The Contractor shall be responsible for delivering to the Developer and the City the sub-contractor's certificate of insurance.The Contractor shall indicate on its certificate of insurance included in the documents for execution whether or not its insurance covers sub-,contractors.It is the intention of the Developer and the City that the insurance coverage required herein shall include the coverage of all sub-contractors.The Contractor may require all subcontractors to be insured and submit documentation ensuring that the requirements of C3- 3.11 are met for all subcontractors.Failure of the Owner to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all subcontractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under tine Worker's Compensation Staftite,the Contractor shill provide adequate employer's general liability insurance for the protection of such of his employ=not so protected. Worker's compensation insurance covering employees employed on the pmjcct site shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the Developer and the City. b. COMMERCIAL GENERAL LIABILITY INSURANCE:The Contractor shall procure and shall maintain during the life of this contract, Commercial General Liability Insurance (Public Liability and Property *Damage Insurance) in the amount not less than$500,000 covering each occurrenceAggregate on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrencelaggregate on account of property damage with $2,000,000 umbrella policy. coverage., Certificates of insurance shall state that Insurance is on an"occurrence"basis.Certificate shall also contain a statement that no exclusions by endorsement have been made to the Commercial General Liability a CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS Policy. C. ADDITIONAL LIABILITY:The Contractor shall finish insurance as a 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. Contingent Liability(covers General Contractor's Liability for acts of sub-contractors). 2. Blasting,prior to any blasting being done. 3. Collapse ofbuildmgs or structures adjacent to excavation(if excavation are performed adjacent to same . 4. Damage to underground utilities for$500,000. 5. Builder's risk(where above-ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). The Developer, its officers,employees and servants,the City,its offices,employees and servants shall be endorsed as additional insured on Contractor's insurance policies excepting employer's liability msurranoe coverage under Contractor's worker's compensation 7. insurance policy. Contractor's insurance policies shall be indorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by the OWNER shall not be called upon to contribute to loss recovery. 8. When required by the Contract Documents,Environmental Impairment Liability Coverage must be provided in the limits of$1,000,000 per occurrence aid $2,000,000 annual aggregate. The Environmental Impairment Liability (EIL) must contain coverage for sudden and accidental contamination or pollution,liability for gradual emissions,and clean-up costs.The EIL coverage shall include two year completed operations coverage on a per Project basis. A separate. insurance policy may be needed to fulfill this requirement. EIL for damages incurred in the course of transporting sludge shall be covered under the contractor's insurance policy(s). CL AUTOMOBILE INSURANCE-BODILY INJURY AND PROPERTY.DAMAGE:The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than$250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than$500,000 aggregate on account of one accident, and automobile property damage insurance in an amount not less than$100,000 aggregate. ' e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage.claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him,and also against any of the following special hazards which may be encountered in the performance of the Contract. The Contractor's liability shall not be limited to the specified amounts of insurance required herein. £ PROOF OF CARRIAGE OF INSURANCE: The Contractor shall farmh the,Developer and the City with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Developer and the City.(Sample attached)All insurance requirements made upon the Contractor shall apply'to the sub-contractors,should the Prime Contractor's.insurance not cover the sub-contractor's work operations. g. DEDUCTIBLE LIMITS. The deductible limits or self-funded retention limits, on each policy must not exceed$10,000 per occurrence unless otherwise approved in writing by the Developer and the City. h. INSURANCE COMPANY: The insurance company with whom the Contractor's insurance is written C3-3-(3) • CITY-OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS 'shall be authorized to do business in the State of Texas and shall have a cin;rent AM Best Rating of "A:VII"or equivalent measure of financial strength and solvency. NOTIFICATION. During the lifetime of this contract,the Contractor shall notify the Developer and the City in writing, of any known loss occurrence that could give rise to a liability claim or lawsuit or which could result in a property loss. j. CANCELLATION:Insurance shall be endorsed to provide the City with a mini-mum of thirty days notice of cancellation, non-renewal and/or material change in insurance policy terms or coverage.A minimum ten-day notice shall be acceptable in the event of non-payment of insurance premium to company CITY RESPONSIB11IMS.The City shall not be responsible for direct payment of insurance premium costs for Contractor's Insurance except when said costs meet the requirements of C4-4.5 EXTRA WORK 1. ADDITIONAL INSURANCE REQUIREN(ENTS: 1) The Developer and the City, their officers, employees and servants shall be endorsed as an additional'insured on Contractor's insurance policies excepting"employers liability insurance coverage under Contractor's workers'compensation insurance policy. 2) Certificates of insurance shall be delivered to the Devel6per and the City,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 project 3) Any failure on part of the Developer or the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specifiedherein- '4) Each insurance policy shall be endorsed to provide the Developer and 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. 5) 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 Developer and the City. 6) Neither the Developer nor the City shall be responsible for the direct payment of insurance premium costs for contractor's insurance. 7) Contractor's insurance policies shall each be endorsed to provide that such insurance is primary mo protection and any self funded or commercial coverage maintained by the Developer or the City shall not be called upon to contribute to loss recovery. 8) Upon the request of either the Developer or the City, Contractor shall provide complete copies of all insurance policies requii-ed by tliesd contract documents. C 3-3.10 CONTRACTOR'S OBLIGATIONS:Under the Contact the Contractor shall pay for all materials,labor and services when due. C 3-3.11 WEEKMY PAYROLL.A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be furnished to the City's representative within seven(7)days after the close of each payroll period-A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the contract Copies of the wage rates will be furnished the Contractor, however,posting and,protection of the wage rates shall be the responsibility of the Contractor. CITY OF FORT WORTH WATER DEPARTMENT PART C-•GENERAL- CONDITIONS C 3-3.12 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons,partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the Developer for construction of water and/or,sanitary sewer facilities,will have or shall establish 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 made 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 associated such as maintaining adequate and appropriate insurance or security coverage for the project Such local.authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contract's principal base of operations be other than in the Fort Worth-Dallas metropolitan area,notification of the Contractor's assignment of local authority shall be made in writing to the Developer and to the City in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers, with the understanding that this written assignment of authorityto a local representative shall become part of the project Contract as though bound directly into the project documents. 'Me intent of these requirements is that all matters associated with the Contractor's administration,whether it is oriented in furthering the work,or other,be governed direct by local authority.This same requirement isimposed on insurance and surety coverage.Should the Contractor's local representative fail-to perform to the satisfaction of the City of Fort Worth,the Engineer,at his sole discretion,may demand that such.local representative be replaced and the Engineer may,at his sole discretion,stop all work until a new local authority satisfactory to the City of Fort Worth is assigned. No credit of working time will be allowed for periods in which work stoppages are in effect for this reason. C 3-3.13 VENUE:Venue of any action hereunder shall be exclusively in Tarrant County,Texas. C3-3 5 CITY OF FORT WORTH WATER DEPARTMENT PART C-GENERAL CONDITIONS • Date - CERTIFICATE OF INSURANCE TO: (DEVELOPER) NAME OF PROJECT:PROJECT NUMBER: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this Certificate, insured by this Company with respect to the business . operations hereinafter described,for the type of insurance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy Noted on reverse side hereof. TYPE OF INSURANCE Policv No. effective Expires Limits of Liability Workmen's Compensations Comprehensive General BodilyInjury: Ea.Occurrence: $ Liability Insurance(Public ry' Liability) Property Damage: Ea.Occurrence: $ Ea.Occurrence: Ea.Occurrence $ Blasting Collapse of 'Buildings Or Structures Adjacent Ea.Occurrence S to excavations Bodily Injury: ' Ea. Person: Damage to TJndergroundEa.Occurrence$ Property Damage: Utilities Ea.Occurrence: Bodily Injury: REa.Occurrence: $ Property Damage: Ea.Occurrence: Other. ""+! C o Locations covered: In Descriptions of operations covered: p Contractual Liability The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than five(5)days after the insured has received written notice of such changelor cancellation. Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be assured, the above policies contain such special requirements,either in the body there of or by appropriate endorsement thereto attached. Agency Fort Worth Agent B Address Title C3-3 (Fl CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS SECTION C 4-4 SCOPE OF WORK C 4-4.1 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 fiamish,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 or special work as may be considered by the Engineer as necessary to complete the project in a satisfactory and acceptable manner.The Contractor shall,unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project C 4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which isnot covered by these Contract Documents, then Special Provisions covering all such work will be, prepared by the Developer previous to the time of receiving bids or Proposals for such work and furnished to the Bidder in the form of Addenda.All such Special Provisions shall be considered to be a part of the Contract Documents just as though they were originally written therein. C 4-4.3 INCREASED OR DECREASED OUANTTIMS: The Developer reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements or 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.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 25 percent of the original quantity stated in the Proposal;such revised consideration to be determined by special agreement or as hereinafter provided for Extra Work No allowances will be made for any changes in 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 interpreted herein as applying to the overall quantities of sanitary sewer pipe in pipe size,but not to the various depth categories. C 4-4.4 ALTERATION OF CONTRACT DOCUMENTS: The Engineer reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner,provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C 4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the contract Documents or of quantities or for other reasons which no prices are provided in the Contract Documents,shall be defined as Extra Work and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto;provided, however,that before any Extra Work is begun a Change Order shall-be executed or written order issued by the Developer to do the work for payments or credits as shall be determined by one or more or a combination of the following methods: a. Unit bid price previously approved. b. An agreed hump sum. c. The actual reasonable cost of(1) labor, (2) rental of equipment used on the Extra Work for the time used at Associated General Contractors of America current equipment rental rates, (3)materials entering permanently into the project, and(4) actual cost of insurance,bonds,and social security as determined by the Engineer,plus a fixed fee to be agreed upon but not to exceed 10%of the actual cost of such Extra Work.The fixed fee is liot to include any additional profit to the Contractor for rental of equipment owned by him and used for the Extra Work. The fee shall be fall 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 Engineer and shall give.the Engineer access to all accounts, bills, vouchers,and records relating to the Extra Wo& C4-4 (1) _ 7, 1•Wall 5, CITY OF FORT WORTH WATER DEPARTMENT PART GENERAL CONDITIONS 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 Developer. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive conipensatior� he shall make written request to the Engineer for.written orders authorizing such Extra Work- Should a difference arise as to what does or does not constitute Extra Work or as to the payment thereof,and the Engineer insists upon its performance,-the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method(Item Q.Claims for Extra Work will not 1. be paid unless*the Contractor shall file his claim with the Developer within five days before the time for making the first estimate after such work is done,and unless the claim is supported by satisfactory vouchers and certified payrolhcovering all labor and materials expended upon the said Extra Work. The Contractor shall finish the Engineer such installation records of all deviations from the original Contract Documents as may be necessary to enable the preparation for permanent record of a conwted set of Plans showing the actual installation. C 4-4.6 S09_0LTU OF OPERATIONS:Before commencing any work under this contract,the Contractor shall submit ttt to the Engineer,and receive the Engineer's approval thereof,a Schedule of Operations,showing by a straight line method the data of commencing and finishing each of the major elements of the contract.There shall be also shown the estimated monthly cost of work for which estimates are to be expectecl.There shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically.The progress charts shall be prepared on 8 V2"by I I"sheets and at leasf five black or blue line prints shall be fimVshed to the Engineer. is C4-4 (2) it CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS SECTION C 5-5 CONTROL OF WORK AND MATERIALS C 5-5.1 AUTHORITY OF ENGINEER:The work shall be performed under the direction and supervision of the Engineer, to his satisfaction,and in strict compliance with the Contract Documents.He shall decide all questions which arise as to the " performance, rate.or progress of the work, sequence of the construction, interpretation of the Contract Documents, .acceptable fulfillment of the contract, compensation,mutual right between Contractor and Developer under these Contract Documents,supervision of the work,resumption.of operation,and all other questions or disputes which may arise.He shall determine the amount and quality of the work performed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him undei the Contract.The Engineer shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matter,the Engineer must,within a reasonable time,upon written request of the Contractor, render and deliver to both the Developer and Contractor,a written decision on the matter in controversy. C'5-5.2 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.Such ^" deviations from the approved Contract Documents as may be required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Developer in writing. C 5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements .appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimensions shall govern over scaled dimensions. Plans shall govern over Specifications, Special Conditions shall govern over General Conditions and Standard Specifications, and quantities shown on the Plans shall govem over those shown in Proposal. The.Contractor shall not take advantage of any apparent error or omission in the Contract Documents, and the Developer shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to time attention of the Engineer. C 5-5.4 COOPERATION OF CONTRACTOR The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer,his inspector,and other contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work- The orkThe Contractor 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 shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Developer, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor,the Contractor shall designate in writing to the Engineer,the name,address,and telephone number of an assistant to the project superintendent,such assistant to have the same authority,in the absence of time project superintendent,to act as the Contractor's agent on the work Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project superintendent, at any time of time day or night on any day of the week on which the Engineer determines that circumstances require the presence on time project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of the property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work C 5--5.5 EMERGENCY AND/OR RECTIFICATION WORK When, in the opinion of the Engineer, a condition of �. emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Engineer to alleviate the emergency condition. Such a response shall occur day or night,whether the project is scheduled on a calendar-day or on a working-day basis. C5-5 (1) .:..�..,-.m._-�,.........:.............�.....�:.._...�..::�abwc.....,,.,. ..s�._.�.�_, .a.......c:..._.�a...xct�..,.�. ......_.....a.�.._....._ a.u, ,.__...__..,„,....w.,s,�. ....::.. .,._.. .._...,._a...v...�_..,.via�...,�......,.�. ,.:.. CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor , written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition.In the event that the Contractor does not take positive steps to fulfill this written request,or does not show just cause for not taking the proper action,within 24 hours, the Developer or the City may take such remedial action by force account or by contract The Developer shall then * deduct an amount equal to the entire costs for such remedial action,phis 25%, from any funds due the Contractor on the prey 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,ventilated,lighted,and weatherproof,so that documents will not be damaged by the elements. C 5-5.7 CONSTRUCTION STAKES:The Engineer will furnish the Contractor with all lines,grades,and measurements necessary to the proper prosecution and control of the work contracted for in these Contract Documents,and lines,grades and measurements will be established by means of stakes or other customary method of marling as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use of 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 Contractor,and the full amount will be deducted from payment due the Contractor. C 5-5.8 AUTHORITY AND DUTIES OF INSPECTORS:Inspectors will be authorized to inspect all work done and to be done and all materials furnished Such inspection may extend to all or any part of the work,and the preparation or manufacturing of the materials to be used or equipment to be installed.An inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed,to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents;and to call the attention of the Contractor to any such failure or other infringements.Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents.In case of any dispute arising between the Contractor and the Inspector as to the materials or equipment fiunished or the manner of performing the work,the inspector will have authority to reject materiaLs or equipment or suspend work until the question at issue can be referred to,and be decided by the Engineer.The 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 requirements of the Contract Documents.He willin no case act as superintendent or foreman or perform any other duties for the Contractor,or interfere with the management or operation of the work.He will not accept from the Contractor any compensation in any form for performing any duties.The Contractor shall regard and obey the directions and instructions of the Inspector or Engineer when the same are consistent with obligations of the Contract Documents;provided,however,should the Contractor object to any orders or instructions of the inspector,the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C 5-5.9 INSPECTION-The Contractor shall Punish the Engineer with every reasonable facility for ascertaining whether or not the worst as performed is in accordance with the 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 may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable,the uncovering or removing and replacing ofthe covering or making good of the parts removed shall be paid for as extra work,but should the work so exposed or examined prove to be unacceptable,the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense.Nor work shall be done or materials used without suitable supervision or inspectiori. ('S_S fel CITY OF FORT WORTH WATER DEPARTMENT - PART C—GENERAL,CONDITIONS C 5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the Plans, except as herein specifically 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 Developer.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. C 5-5.11 SOURCE OF SUPPLY AND OUALfI Y OF MATERIALS:The materials shall be of the best quality procurable, as required by the Contract Documents and all amendments and revisions thereof The Contractor shall not commence delivery of any materials until the Engineer has approved the source of supply.Only materials and equipment conforming to these Contract Documents shall be used in the work,and such materials or equipment shall be used only after the Engineer has given written approval and only so long as the quality of said materials remains equal to the requirements of the Contract ,W Documents. The Contractor shall furnish approved material from other sources if for any reason the product from any source at any time before commencement or during the prosecution of the work proves to be unacceptable.After approval, any materials, which have become mixed with or coated with dirt or any other foreign substance or otherwise damaged during the delivery and handling will not be permitted in the work. C 5-5.12 SAMPLES AND TESTS OF MATERIALS:Where,in the opinion of the Engineer,or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the City unless otherwise specifically provided.The failure of the City to make any tests of materials shall in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the �. City of Fort Worth. The,Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not,without specific written permission of the Engineer,use the materials represented by the samples until tests have been made and the materials approved for use.The Contractor will furnish adequate samples without charge to the City. In case of concrete,the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the contractor shall be responsible to remove any concrete that 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. C 5-5.13 STORAGE OF MATERIALS:All materials which are to be used in the construction operation shall be stored so as to insure the preservation of their 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 the ground, and shall be placed under cover when directed.Stored materials shall be placed and located so as to facilitate prompt inspection. C 5-5.14 EXISTING STRUCTURES: The Plans show the location of all known surface and subsurface structures.However, the location of many gas mains,water mains,conduits,sewer Imes,etc.,is unknown to the Developer or City,and the Developer and City assume no responsibility for failure to show any or all such structures on the Plans or to show them in their exact " location.It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever,unless an obstruction encountered is such 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 Contact Documents,in which case the provision in these Contract Documents for extra work shall W apply- C-5-5.15 INTERRUPTION OF SERVICE: a NORMAL PROSECUTION: In the normal prosecution of work where the interruption of service is necessary,the contractor,at least 24 hours in advance,shall be required to: 1. Notify the Water Department's Distribution Division as to location,time,andc 1i,, " service interruption; �� � _ CITE"E ro Lql�' C5-5 (3) . �t11kyll, TEX. CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS 2. Notify each customer personally through responsible personnel as t(Ytime and scheduleofthe interruption of their service;or 3. In the event that personal'notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance doorlmob.The tag shall be durable in composition,and in large bold type shall say. "NOTICE" Due to Utility Improvements in your neighborhood,your(water)(sewer)service will be interrupted on between the hours of and This inconvenience will be as short as possible Thank you, Contractor Address Phone b. EMERGENCY:In the event that an unforeseen service interruption occurs,notice shall be as above,but immediate. C 5-5.16.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 wor4the contractor agrees to settle with such other Contractor or subcontractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert,any claim against the Developer or City on account of any damage alleged to have been sustained, the Developer or City will notify the Contractor,who shall indemnify,and save harmless the Developer and City against any such claim. C 5-5.17 CLEAN UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Conti-act Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four hours after written notice is given to the Contractor that the clean-up on-the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory procedure, the Developer or the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action,plus 25%of such costs,shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents,and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surphis and discarded materials,temporary structures, and debris of every kind.He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. No extra compensation will be made to the Contractor for any clean-up required on the project. C 5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed, the Engineer in charge of the work will notify the Proper officials of the Developer and request that the Final Inspection be made. Such inspection will be made within 10 days after such notification- After such Final Inspection, if the work and materials and equipment are found to be satisfactory, the Contractor Will be notified in writing of the acceptance of the same. No time charge will made against the Contractor between said date of notification of the Engineer and the date of Final Inspection of the work- CS-15 (4) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDTITONS SECTION C 6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C 6-6.1 LAWS TO BE OBSERVED'The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with 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 Sureties shall indemnify and save harmless the Developer and the City and all of their officers, agents, and employees against any and all claims or liability arising from or based on the violation of such law, ordinance, regulation,or order,whether it be by himself or his employees. C 6-6.2 PERMITS AND LICENSES:.The Contractor shall procure all permits and licenses,pay all charges,costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work C 6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES:If the Contractor is required or desires to use any design, �. device,material,or process covered by letter,patent,or copyright,he shall provide for such use by suitable legal agreement and it is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents,trade-marks,and copyrights in any way involved in the work The Contractor and his Sureties shalt indemnify and save harmless the Developer and the City from any and all claims for infringement by reason of the use of any such patented design, device, material, or process, or any trade-mark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Developer and City 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 Developer will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design,type of construction or material,or equipment specified in the Contract`Documents famished the Contractorby the Developer,and to hold the Contractor and the City harmless on account of such suits. C 6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private,and such regulations as are required by the Engineer shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work,properly secluded form public observation, shall be constructed and maintained by the Contractor in such a manner and at such point as will be approved by the Engineer, and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance.All sanitary laws and regulations of the State of Texas and City shall be strictly complied with. C 6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used,and the.work shall at all times be so conducted,as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer.The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic,except during actual trenching or pipe installation operations, at all driveway crossings.Such provisions may include bridging,placement of crushed stone or gravel,or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate.Such other means may include the diversion of driveway traffic,with specific approval by the Engineer.If the diversion of traffic is approved by the Engineer at any location,the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary for the construction and �+ maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction material 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 fire hydrants, fire alarm boxes,police call boxes, water valves, gas valves,or manholes in the vicinity.The Developer and/or the-City reserve the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor,save in cases of emergency when it shall have the right to remedy any neglect without notice,and in either case, the cost of such work done or materials furnished by the Developer or by the City shall be deducted from monies due or to become due to the Contractor. C6-6 (1) A9 CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS The Contractor, after approval of the Engineer,shall notify the Fire Department Headquarters,Traffic Engineer,and Police Department,when any street or alley is closed or obstructed or any fire hydrant is made inaccessible,and,when so directed by the Engineer, shall• keep any street; streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly no*the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over'r diiches or steams,his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all bines conduct his operation and the use of construction machinery so as not to damage or destroy trees'and shrubs located in close proximity to or oil-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 Developer in settlement o'fsuch claims.The Contractor shall file with the Engineer a written statement showing all such claims adjusted C 6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHTS-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 provided for in the ordinances of the City,as shown in the Contract Documents,or as may be specifically authorized by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such.space, but not more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent propeity. If the street is occupied by railway tracks,the worm shall be carried on-in such manner as not to interfere with the operation of tains,loading, or unloading of cars,etc. Other contractors of the Developer or the City may, for all purposes required by this contract,enter upon the work premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work-Any additional grounds desired by the contractor for his use shall be provided by him at his own cost and expense. C 6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway,the City will secure the necessary easement for the'work.Where the railway tracks are to be crossed,the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City.The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties.The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C 6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley,or public place,the Contractor shall at his own expense furnish,erect,and maintain iuch barricades,fences,lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures 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 Rimish and maintain at least one easily visible burning light at each barricade.A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into,any work under construction or being maintained The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. The Contractor will be held responsible for all damage to work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work,the Engineer may Order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense..The Contractor's hall responsibility for the maintenance of barricades, signs,fences and lights, and for providing watchmen s not cease until the project shall have been completed and accepted by the Developer. No compensation,except as specifically provided in these Contact 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-barrwades, signs, or for any other incidentals necessary for the proper protection,safety and convenience of the public during the contact period,as this work is considered to be subsidiary to the several items for which unit or hump sum prices are requested in the Proposal. CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS C 6-6.9 USE OF EXPLOSIVES DROP WEIGHT ETC.: Should the contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company,individual,or utility,the Owner, and the City of Fort Worth, not less than eight hours in advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work Where blasting is to be permitted on the project,as specified in the Special Contract Documents,the Contractor shall submit his blasting procedures to the Engineer in writing prior to commencing and shall firrnish evidence that his insurance carrier does not object to these blasting procedures.. All claims shall be investigated and a written report made by the insurers to the Engineer within ten(10) days after receipt of written notice to the Contractor of the claim, by either the City, the Developer or the claimant If claimant gives verbal notice he shall be requested to verify the claim in writing.Iu any case,however,the City and Developer shall proceed to give both verbal and written notice to the Contractor. Blasting may be suspended by the Engineer if a substantial number of complaints are received and blasting shall not be resumed until the cause of the complaints has been eliminated Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS 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. C 6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through,-or into private property, the City will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work Any additional rights-of-way or work area considered necessary by the Contractor sliould be provided by him at his own expense. The City shall be notified in writing as to 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, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines;to all conduits, overhead pole lines,or appurtenances thereof including the construction of temporary fences, and to all other public or private property along or adjacent to the worst. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work Such notice shall be made at least 48 hours in advance of the beginning of the work Notices shall be applicable to both public or private utility companies or any corporation,.company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work The contractor shall be responsible for all damage or injury to property of any character resulting from any act,omission,neglect, or misconduct in tr* the manner or method of execution of the worst, or at any time due to defective work material, or equipment, and said responsibility shall not be released until after the worst shall have been completed by the Contractor and accepted by the Developer. When and where an direct or indirect a or in y damage jury 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 Engineer, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. In case of failure on the part of the Contractor to restore such property or make good such damage or injury,the Engineer may, upon 48 hours written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results,proceed to repair,rebuild,or otherwise restore such property as may be determined to be necessary,and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract C6-6 (3) CITY OF FORT WORTH-WATER DEPARTMENT FART C—GENERAL.CONDITIONS C 6-6.11 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to indemnify Developer's engineer and its personnel at the project site for contractor's sole negligence.In addition, Contractor covenants and agrees to indemnify,hold harihless and defend, at its own expense,the Developer and the City,their 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 nggh or alleged negligence of the Developer or the Citi their o&ers, servants or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Developer and the City from and against any and all injuries to Developer or City's officers, servants and employees and any damage, loss or destruction to property of the Developer or 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 ngg4i ence or alleged negligence of the Developer or the C' , their o&ers,servants or employees In the event the Developer or the 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 the Developer and the City satisfactory evidence that the claim has been settled and/or a release from the claimant involved,or(b)provides Developer and the City with a letter from Contractor's liability insurance carrier acknowledging that the claim has been referred to the insurance carrier. The City or the Developer may, if deemed appropriate,refuse to accept bids on any other Developer or 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 or a Developer-Awarded community facilities contract C 6-6.12 CONTRAC'TOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Developer or the City,he shall within three days after 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 been sustained, the Contractor shall file with the engineer an itemized statement of the details and amount of such alleged damage and,upon request shall give the Engineer access to all books of account,receipts,vouchers,bills of lading,and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as herein above required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C 6-6.13 ADJUSTMENT OR RELOCATION OF PUBLIC urILI s ETC.: In case itis necessary to change,move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until "** orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their properly that may be necessary by the performance of this contract C 6-6.14 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed,the Contractor shall,at his own expense and cost,provide and maintain temporary outlets and connections for all private or public drains and sewers.The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers,and for this purpose he shall provide and maintain,at his own cost and expense,adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service.The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and$o that the work under construction will be adegiiately protected_ C 6-6.15 AR.RANGENIENT AND CHARGES FOR WATER FURNISHED BY THE CITY:When the Contractor desires to use City waxer in connection with any construction work,he.shall make complete and satisfactory arrangements with the rA-F fdl CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS Fort Worth City Water Department for so doing. 1 City water furnished to the contractor shall be delivered to the Contractor from a connection on an existing City main. All 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 E 2-12,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 mac'le on estimates and rates established by the Director of the Fort Worth Water Department C 6-6.16 USE OF A SECTION OF PORTION OF THE WORK: Whenever, in the opinion of the Engineer,any section or portion of the work or any structure is in suitable condition,it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents.All necessary repairs and removals of any section of the work so put into use,due to defective materials or workmanship,equipment,or to deficient operations on the part of the Contractor,shall be performed by the Contractor at his own expense. C 6-6.17 CON'TRACTOR'S RESPONSIBILTII' FOR THE WORK Until written acceptance by the Developer as provided for in these Contract Documents,the work shall be under the charge and care of the Contractor, 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 or 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 herein causes. 0 11r' C 6-6.18 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Developer for payment of money or any payment for or acceptance of any work,or any extension of time, or any possession taken by the Developer or City shall not operate as a waiver of any provision of the Contract Documents.Any waiver of any breach of Contract shall not be held to be a waiver of any other or subsequent breach. The Developer reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C 6-6.19 PERSONAL LIABILITY OF PUBLIC OFFICIALS:In carrying out the provision of these Contract Documents or in exercising any power of authority granted hereunder,there shall be no liability upon the authorized representatives of the City or Developer,either personally or otherwise,as they are agents and representatives of the City or Developer. f! C 6-6.20 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,said exemption certificate complying with State Comptroller's Ruling#95.0.07.Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to the provisions of the State Comptroller's Rifling#95.0.09 as amended to be effective October 2, 1968. On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the Public and the City of Fort Worth, an organization which qualified for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Limited Sales,Excise and Use Tax permits can be obtained from: Comptroller of Public Accounts Sales Tax Division �* Capitol Station Austin,Texas C6-6 (5) CITY OF FORT WORTH WATJM DEPARTMENT PART C-GF29ERAL CONDITIONS rIA-A fit;) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS h SECTION C 7-7 PROSECUTION AND PROGRESS C 7-7.1 SUBLETTING: No portion of the work covered by these Contract Documents, except contracts for purchase and delivery of materials,shall be sublet without written permission of the Engineer.The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendence, work of a value of less than fifty (501/6)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 in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to the character and competency. The Engineer will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives:" C 7-7.2'ASSIGNNIENT OF CONTRACT:The Contractor shall not assign,transfer,sublet,convey,or otherwise dispose of the contract or his rights,title,or interest in or to the same of any part thereof without the previous consent of the Developer and the Engineer,and the-concurrence of the Sureties. If the Contractor does,without such previous consent,assign, transfer,sublet,convey, or otherwise dispose of the contract or of his right, title, or interest therein or any part thereoty to any person or persons, partnership, company, firm or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract or make default in or abandon said contract, them the contract may, at the option of the Developer be revoked and annulled, unless the Sureties shall successfully complete'said contract, and in the event of such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Developer as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C 7-7.3 PROSECUITON 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 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 time.There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor 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 of all construction operations shall be,at all times as specified in the Special Contract Documents or approved by the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance by the Contract Should the prosecution of the work be discontinued by the Contractor, he shall notify the Engineer at least 24 hours in advance of resuming operation. C 7-7.4 LI1yI1TATIONS OF OPERATIONS:The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public.At any time when,in the judgment of the Engineer,the Contractor has obstructed, or closed, or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in �. progress before the work is commenced on any additional section or street C 7-7.5 CHARACTER OF WORKN1EN AND EQUIPMENT:Local labor shall be used by the Contractor if available.The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent All other wod men, 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 summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Engineer,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 Engineer, 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 C7-7 (1) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment,tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be .maintained in a satisfactory,safe and efficient working condition.Equipment on any portion of the work shall be such that no injury to the work,workmen or adjacent property will'result from its use. C 7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in C 1-1.23 Working Day, or the date stipulated in the Work Order for.beginning work, whichever comes first :Work shall be performed only during the regular and accepted working hours usually considered to be between sunrise and sunset No work shall be performed during nights, Sundays or regular holidays unless special permission is given by the Engineer.Any such permission shall not obligate the Developer to make additional or extra payment to the Contractor on account of such work-Further,should the successful bidder desire to work a regular construction schedule on bid item work in excess of nine and one-half(9 Y2) hours per day, Monday through Friday, it shall be required that he submit a work schedule to the Engineer for approval prior to initiating work on th6 project Special authority shall be obtained to work on Saturday,Sunday and holidays.Approval to work on Saturday,Sunday or holidays shall be obtained informally through the project inspector with a.request by Thursday preceding the weekend,if possible. On Calendar Day projects,the Contractor shall be permitted to work as he so desires.This approved work schedule shall not be changed by the Contractor without written approval by the Engineer. A Work Day for purposes of keeping contract time has previously been defined in paragraph C 11.23. However, nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturdays, Sundays or legal holidays if he so desires and providing that the requirements as set forth in this paragraph as to scheduling are fully met Should the Contractor choose to work on Saturdays, Sundays or legal holidays, one day will be charged as contract working time when weather or other working conditions permit seven(7)hours work as delineated in Paragraph C 1-1.23. C 7-7.7 TRVfE OF COUNIEN(MvIENT AND COMPLETION: The Contractor shall commence the worldrig operations within the time specified in the Contract Documents and set forth in the Work Order.Failure to do so shall be considered by the Developer as abandonment of the Contract by the Contractor and the City may proceed as it sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the City. C 7-7.8 E `TENSION OF TIME OF COMPLETION:The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. The Engineer shall notify the Cortractor within seven days after receiving the request for extension of the probable recommendation to the City Couiacil. Should an extension of the time of completion be required,the request will be forwarded with the final job estimate for approval by the City Council. In adjusting the contract time for completion of work consideration will be given to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not limited to acts of the public enemy, acts of the Developer and/or the City, fire,flood,tornadoes, epidemics,quarantine restrictions,strikes,freigbt embargoes,or delays of subcontractors due to such causes. When the date of completion is based on a calendar day bid,a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review 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 delivery on time. C 7-7.9 FAILURE TO CONTLETE ON TIME: The time of completion is an essential element of the contract Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract 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 will become the time of completion specified in the Contract Documents.For each calendar day that any work shall remain uncourpleted after the time specified in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the t CITY OF FORT WORTH WATER DEPARTMENT PART C_GENERAL CONDITIONS P following schedule,unless otherwise specified in other parts of the Contract Documents,will be deducted from the monies due the Contractor,not as a penalty,.but as liquidated damages suffered by the Owner. AMOUNT OF LIQUIDATED AMOUNT OF CONTRACT T)Ah4ACTFS PER, AT AY_ Less than $5,000 $35.00 $5,001 to $15,000 inclusive $45.00 $15,001 to $25,000 inclusive $63.00 $25,001 to $50,000 inclusive $105.00 $50,001 to $100,000 inclusive $154.00 $100,001 to $500,000 inclusive $210.00 $500,001 to $1,000,000 inclusive $315.00' $1,000,001 to $2,000,000 inclusive $420.00 $2,000,001 and over $630.00 The parties hereto understand and agree that any harm to the.City caused by the Contractor's delay in completing the work hereunder in the time specified by the contract Documents would be incapable or very difficult of accurate estimation, and that the"Amount of Liquidated Damages Per Day", as set out above,is a reasonable forecast of just compensation due the City for harm caused by any delay. C 7-7.10 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court', and will not be entitled to additional compensation by virtue of such court order.Neither will he be liable to the City in the event the work is suspended by a Court Order.Neither will the Owner be liable to the contractor by virtue of any Codrt Order or action for which the Owner is not solely responsible.. C 7-7.11 TEMPORARY SUSPENSION:The Engineer shall have the authority to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project.During temporary suspension of work covered by this contract,for any reason,the City will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed;he shall provide suitable drainage about the work,and erect temporary structures where necessary. 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 C 7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time,then the Contractor may be reimbursed for the cost of moving his equipment off the job and retuuming the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction pk oject for the City of Fort Worth. The Contractor shall not suspend work without written authority from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. e C 7-7.12 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor_to obtain all of the 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 Developer in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor,materials,and equipment not obtainable.If,after investigations, the Developer 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 Developer cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment 7 C7-7 (3) .......... CrrY OF FORT WORTH WATER DEPARTMENT PART c—GENERAL,CONDITIONS within thirty days,the Contractor may request the Developer to terminate the contract and the Developer shall within thirty days comply with the request and the termination shall be based on a final settlement mutually acceptable to both the Developer and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement which shall include, but not be limited to,the payment f6r all work executed and any loss sustained upon any plant or materials and reasonable profit thereon,but not anticipated profits on work which has not been performed. C 7-7.13 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE WORK CONTRACT: The work operations on all or any portion or section of the work under Contract shall be shspended'immediately on written order of the Developer or the Engineer, or the contract may be declared cancelled by the Developer for-any good and -.,sufficient cause.The following may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Engineer. b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. CL Substantial evidence,that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt;or otherwise financially unable to carry on the work satisfactorily. f - Deliberate failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any order given by the Engineer or Developer provided for in these Contract Documents. 9. Failure of the Contractor to promptly make good any defect in materials or workmanship, or any defects of any nature,the correction of which has been directed in writing by the Engineer or the Developer. I Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City or Developer in the construction of work under contract. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due there from for the benefit of any creditor or for any other purpose. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. A copy of the suspension order shall be served on the Contractor's Sureties. When work is suspended for any cause or causes,or when the contract is cancelled,the Contractor shall discontinue the work or such part thereof as the Developer or Engineer shall designate,whereupon the Sureties may,at their option,assume the contract or that portion thereof which the Developer or Efigineer has ordered the Contractor to discontinue, and may perform the same or may, with the written consent of the Developeri andthe City,sublet the work or that portion of the work as taken over,provided however,that the mm Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been se;rved upon the Contractor and upon the Sureties-or their authorized agents.The Sureties, in such event shall assume the Contractor's place in all respects,and shall be paid by the Developer for allwork performed by th6m in accordance with the temis of the contract Documents.All monies remaining due the Contractor at the time of his 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 here in above specified time, exercise their right and option to assume' the contract rEsponsibilities, or that portion thereof which the Developer has ordered the Contractor to discontinue, then the Developer shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such-part thereof as it may deem necessary,and the Contractor hereto agrees that the Developer shall have the right to take possession of and use any materials, plants, tools, equipment; supplies, and property of any land provided by the Contractor for the purpose of earrying on the work and to procure other tools,equipment,materials,labor and property for the completion of the work, and to charge to the account of the Contractor of said contract, expenses for labor,materials,tools,equipment; . quipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Developer from such monies as may C7-7 (4) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS be due or may become due at any time thereafter to the Contractor under, and by virtue of the Contract or any part thereof. The Developer shall not be required to obtain the lowest bid for the work of completing the contract,but the expense to be deducted shall be the actual cost of such work In.case such expense is less than the sum which would have been payable under the contract if the same had been completed by the Contractor, then, in such case, the developer may pay to the Contractor the difference in the cost, provided that the Contractor shall not be entitled to claim for damages or for loss of anticipated profits. IF In case such expenses shall exceed the amount which would have been payable under the contract if the same had been completed by the Contractor,then the Contractor and his Sureties shall pay the amount of such excess to the Developer on notice from the Developer of the excess due. When any particular part of the work is being carried on by the Developer by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in confarmity with the terms of the Contract Documents and in such a manner as to in no way hinder or interfere with performance of workmen employed as above provided by the Developer. C 7-7.14"TERMINATION OF CONTRACT: The contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law,when all the work and all sections or-parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Developer. C 7-7.15 SAFETY METHODS AND PRACTICES: The Contractor shall maintain a program of safety methods and practices at all times.He shall outline his program to the Developer and shall assume all responsibilities for its enforcement. C 7-7.16 SAFETY RESTRICTIONS RELATIVE TO HIGH VOLTAGE OVERHEAD LINES: In conformity with the requirements of House Bill HG 454 of the State of Texas enacted by the 62nd Legislature and made effective as law March. 30,1971, the Contractor shall not operate vehicles such as cranes,derricks,power shovels,drilling rigs,pile drivers,boring rigs, blasting machines, etc., (backhoes or dippers excluded), closer than ten feet (10') from any high voltage overhead electrical lines without having an insulated cage type guard about the boom or arm, and insulator links on the lift hook connections. Each vehicle in the categories specified above shall be provided with warning signs not less than five inches (5'j by seven inches (TJ painted yellow with black letters that are legible at twelve feet (12'). The warning sign shall read as follows: "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF OVERHEAD HIGH VOLTAGE LINES."At least two warning signs shall be placed on each vehicle,one inside in full view of the operator and one outside in full view of the operator's assistant. When necessary to work within six feet (6') of high voltage electrical power lines, the Contractor shall notify the power company (Texas Electric Service Company) who will erect temporary mechanical barriers, de-energize the power line or raise or lower the lines.The Contractor shall maintain close liaison with the Engineer on all requests made of TESCO for providing protection or relief from high voltage electric lines. The Engineer will maintain an accurate log of key events associated with the Contractor's request(s)for service and the actions taken by the power company. Work done by the power company to provide protection or relief from high voltage electrical power lines or devices shall not be made at the expense of the Developer or City of Fort Worth; thus, the Contractor shall be required to make his arrangements with TESCO,and any resulting service charges shall be at his sole cost and expense. C7-7 (5) .:el:..—.�......._v..,...:.:%a:..L.'^.0 —...... :.y.='«'bdLAYrs4-•t:. •::lYci'S7£�� ...._.w._ ._... _ _- .... -:rtl4 5u'.:7.:::tii...« ..•w:1.1.:..�'.....:c.Tl'Ftin`»«....�_._..:v.. ... _..e.;..L'...:»....:...n':_:. ..� CITY OF FORT WORTH WATER DEPARTMENT PART C-GENERAL CONDMONS C7-7(6) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS SECTION C 8-8 MEASUREMENT AND PAYMENT " C 8-8.1 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,or as directed by the Engineer in writing,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 C 8-8.2 UNIT PRICES:When in the Proposal a Unit Price is set forth,the said Unit Price shall include the furnishing by the Contractor of all labor,tools,materials,machinery,equipment,appliances and appurtenances necessary for the construction of and the completion in a first-class, workmanlike manner and acceptable conditions of all work to be done under these Contract Documents. irr The Unit Price shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup; finish,overhead expense,bond, insurance,patent fees,royalties,risk due to the elements and other causes,delays, profits, injuries, damages, claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 SCOPE OF PAYMENT: 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 any 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 Developer (except as provided in paragraph C 5-5.14) 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 teras 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 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 firmished in or about the construction-of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects,imperfection or damage shallhave been discovered on or before the final inspection and acceptance of work, or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections,or damage,and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.4 PARTLAI.ESTIMATES AND RETAINAGE:Between the fust and fifth day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month under the Contract Documents.Not later than the l Om 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 dollais in amount,90%of such estimated sum will be paid to the contractor where the total contract amount is less than $400,000.00 and/or 95%of such estimated sum will be paid to the Contractor where the total contract amount is $400,000.00 or more,on or before the 15m day of the month in which the Engineer approves the estimate.The City will have the option of preparing estimates on forms famished by the City.The partial estimate may include acceptibfe +� nonperishable materials delivered to the work,which are to be incorporated into the work as a permanent part thereof, btrt which at the time of the estimate have not been installed,such payment will be allowed on a basis of 85%of the net invoice value thereof The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimates from month to month will be approximate only,and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate,and such estimate shall not,in any respect,be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Document$. Retainage of all partial construction pay estimates,where the total contract amount is less than$400,000.00(Four Hundred " C8-8 (1) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS Thousand Dollars) shall be ten (10)per cent of the amount due for work performed. Retainage-on all partial constructi0j, pay estimates where the total contract amount is $400,000 or more, shall be five (5) per cent of the amount due for work performed. C 8-8.5 WITHHOLDING PAYMENT:Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C 8-8.6 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Document shall have been RUfffied on the part'of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection.The Engineer or other appropriate official of the Owner will, within a reasonable time, make such final inspection, and if the work is -satisfactory, in an acceptable condition, and completed in accordance with the terms of the Contact Documents and all approved modifications thereof the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment as outlined in C 8-8.7 below. If the Engineer finds that the work has notbeencompleted as mentioned above,he shall so advise the Contractor in writing, furnishing him an itemized list of all known items which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the project is again ready for final inspection, and the Engineer shall proceed as outlined above. C 8-8.7 FINAL PAYMENT: Whenever all of the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contact Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements,computations,and checks can be made. 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 beein deducted or retained under the provisions of the Contract Documents,will be paid to the Contractor within 30 days after final acceptance by the Engineer, provided the Contractor has famished to the Developer 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 firrnishing labor and/or materials have been paid in M, that the wage scale established by the City Council in the City of Fort Worth has been paid,and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the List or final payment as aforesaid shall operate as and shall release the Developer or City from all claims or liabilities under the Contract for anything done or famished or relating to the work under Contract Documents or any act or neglect of said Developer or City relating to or connected with the contract The malting of the final payment by the Developer shall not relieve the Contractor of any guarantees or other requirements Of the Contract Documents that specifically continue thereafter. C 8-8.8 ADEOUACY OF DESIGN:It is-understood that the Developer believes it has employed competent Engineers and designers to prepare the Contact Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Developer 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 Coat-actor has complied with, the requirements of said Contract Documents, all approved modifications thereof and additions and alterations thereto approved in writing by the Developer.The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents,approved modifications thereof and all approved additions and alterations thereto. C 8-8.9 GENERAL GUARANTY:Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy of the premises by the Developer or City shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Coat-actor of liability in respect to any express warranties Or responsibility for faulty ty materals or workmansbip. The Contractor shall remedy defects in the work and pay for any damage to other work resulting there from 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 famish a good and sufficient maintenance bond in the amount of N CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined.The City will give notice of observed defects with reasonable promptness. 40 r 40 C8-8 (3) ' � .; G` . ` . i ,. • � - R -�.�....-..-..-.��«•.�r�a-�..�._...�....-.++��-�..�..u.r�.�...�..�.r�._��.'+��r.-�..r����—...�..nr[�n.n..r--�..+r-...�-�.�u y.r ryP��ne�� +..w+r.aw�-.ten.-e..�w-+w.ww� '..-V.�--r. -�--wry �'Z119i��+vr..,�.....T'..stC.';I1W�'i'�.�5:.,....,. .,.�Y•OP�.sn:iav�l..�.n--T!rt•,t..T.«*.reua. .. ... r ..r.�.�..�n-c+r•�;�¢,r,�.,,.-r.a.a,�.r...r..ry^..�..,:�:•m+sw�aro....,�._.•: ry,ao..T;,•v.i..56vR'ty�.;xa.EC'�.s PZT�."�:r.t!•M`:":T^..�+-.�vwns.,rt:An:h....:....v-at�r.- m a� iYr " —8— �" SUPPLEMENTAL CONDITIONS SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted-in its entirety and replaced with the following: ' Partial pay estimates 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 days following the end*of the estimate period, less the appropriate retainage as set out below. 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, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate,payment shall be based upon 85% of the-net voice value thereof. The Contractor will famish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of*less than $400,000 at the time of execution, retainage-shall be ten per cent (10%). For contracts of$400,000 or more at the time of execution, retainage shall be five percent(5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood 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; shall not release the Contractor of any of its responsibilities under the owl Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work.in strict accordance with the specifications or other provisions of this contract. C. Part C - General Conditions: Paragraph C3-3.1 f of the General Conditions is deleted and replaced with D-3 of Part D -Special Conditions. D. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FORDAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: it . Revised Pg. l 10/24/02 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 arid"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 inpart, by the negligence or alleged ngglgence 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 injury or damage is caused in whole or in part by the negligence or alleged nggli eg� nce of Owner, its offleers 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. F. 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 interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. a G. C3-3.11 INSURANCE: Page C3-3 (7):Add subparagraph"h. ADDITIONAL INSURANCE REQUIREMENTS" ad a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance •r Revised Pg. 2 10/24/02 fir 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 project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements-specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum qty 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 must 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. Deductible 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 0 consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. I 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. 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 upon to contribute to loss recovery. k. In the course of the project, Contractor shall report,in a timely rnanrier, to City's officially-designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. r m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page Revised Pg. 3 ci1 p i t 10/24%02 a 19AAIM IRV 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 r "tontemplated 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 any unforeseen defects or obstructions which .may arise or be encountered during the 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 work 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 duality 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 damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided -� herein. I. C8-8.10 GENERAL GUARANTY:Delete C8-8.10, General Guaranty at page CS-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 which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. Any reference to any shorter period of time of warranty contained elsewherewithin the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project.. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. Revised Pg. 4 IWh j J. 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 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 official 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 proposal 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, P.O. Box 17027, Fort Worth,Texas 76102. C2-2.8 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-consideration requests have been properly filed may, at the option of the Owner,be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening ire 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 authenticated 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 will be given to the proposal K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: 61 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 AW 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 ptoof 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. Revised Pg. 5 1.0/24/02 2.Pg. C3-3(5)Paragraph C3-3.11 INSURANCE delete subparagraph"a. COMPENSATION INSURANCE". -� 3.Pg. C3-3(6), Paragraph C3-3.11 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: _ 1. 50 copies and under- 10 cents per page 2, More than 50 copies- 85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction which must be —e -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 C6-6.10 work within easements,page C6-6(4),part C - General Conditions of the Water Department General Contract Document and General Specifications. Revised Pg. 6 10/24/02 r Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price of the pipe. N. Reference Part C- General Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five(5) and six(6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRiSEJWOMEN-OWNED'BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor 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 initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than 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 of not less than thee(3)years. P. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, 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,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 open at all reasonable hours for inspection by the City. The provisions of Section C-1,L.Right to Audit (Rev. 9/30/02)pertain to this inspection. Revised Pg. 7 10/24/02 (c)The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors 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. r The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Revised Pg. 8 J 10/24/02 mop i1. w. Age -9- SPECIFICATIONS WATER DEPARTMENT o m SPECIFICATIONS CITY OF FORT WORTH, TEXAS WATER DEPARTMENT (January 1, 1978) T .7 All materials, construction methods-and procedures used in this project shall conform to SeFtions E1, E2, and E2A of the Fort Worth Water Department General Contract Documents =4 -and General Specifications, together with any additional material specifrcation(s), construction(s) or later revision(s). .(See revisions listed on this sheet.) Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a.part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX *CONTACT CITY OF FORT WORTH FOR COMPLETE DOCUMENTS: E1 MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: 4 t E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Procter density and correct P.I. values as follows:) C. Additional backfill requirements when approved for use in streets: 1. Type 'B' Backfill (c) Maximum plastic index (PI) shall be 8 2. Type 'C' Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for-compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E2-2.11 Trench Backfill: (Court Minimum compaction requirernent wherever it appears.— in this section to'95% Procter density except for paragraph a.1. where the "95°l° modified Procter density' shall remain unchanged.) 9e090o0_specs_01-0430Aoc 11 (1) CLOY tK i FTHU 3Y Hu ??N- S i 4° 11�� i f ...........................................a„ s -10- PART D - SPECIAL CONDITIONS WATER DEPARTMENT r 4 fYYF II n PART D • SPECIAL CONDITIONS ..... . ................................................................... .. ..........................3 DD=2 COORDINATION MEETING. ............................................................................. .....4 °rt 5=3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW...............5 D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT..............................7 D- 5 CROSSING OF EXISTING UTILITIES.........:..........:....................................................7 ...........................................................7 D-7 CONSTRUCTION TRAFFIC OVER'PIPELINES...............................................:...........8 .............. . .. .......................................................................... D- 9 DETOURS...................................................................................................................9 D- 10 EXAMINATION OF SITE. ..................... . ................. . ............,.................................9 D- 11 ZONING COMPLIANCE................................................................................................9 DDT12 WATER FOR CONSTRUCTION................................................................................10 D-13 WASTE MATERIAL....................................................................................................10 D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE ..........................................:.........10 D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK...............................10 D- 16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES...............:..........10 D- 17 BID QUANTITIES.......................................................................................................11 D- 18 CUTTING OF CONCRETE ........................................................................................11 5- 19 PROJECT DESIGNATION SIGN D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT....................................12 D-21 MISCELLANEOUS PLACEMENT OF MATERIAL................f.....................................12 Y-_2_2 CRUSHED LIMESTONE BACKFILL. ........................................... ............. ........12 D- 23 2:27 CONCRETE. ......................................12 ......... ... ........................12 14 15.. D-27 SANITARY SEWER MANHOLES...............................:.............................:.................15 D-28 SANITARY SEWER SERVICES .................................................................................18 5--29 REMOVAL SALVAGE AND ABANDONMENT OF EXISTING FACILITIES...............20 D- 30 DETECTABLE WARNING TAPES.............................................................................22 D-31 PIPE CLEANING........................................................................................................22 5-- 32 DISPOSAL OF SPOIL/FILL MATERIAL D- 33 MECHANICS AND MATERIALMEN'S LIEN...............................................................22 D-34 SUBSTITUTIONS.......................................................................................................23 D-35 PRE'CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER...........23 5---36 VACUUM TESTING OF SANITARY SEWER MANHOLES........................................26 D-37 BYPASS PUMPING ..................... •r• ................................... .......I......--...... .. ...27 5- 3-8 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER.........27 D- 39 SAMPLES AND QUALITY CONTROL TESTING..............................,..,.....x.................29 D-40 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION CONTROL .......:25 5---41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES.......................31 D-42 PROTECTION OF TREES, PLANTS AND SOIL........................................................31 5-- 43 SITE RESTORATION..................................................................................................31 6- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST ............................................31 D 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING ...........:...............................;31 D- 46 CONFINED SPACE ENTRY PROGRAM ...................................................................37 D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ..............,:..........37 D-48 EXCAVATION NEAR TREES....:.. ....... ...................................................................37 D- 49 CONCRETE ENCASEMENT OF SEWER PIPE................. .......................................38 5- 5-0 CLAY DAM. ...............................................................................................................38 5- 51 EXPLORATORY EXCAVATION (D-HOLD.. D- 52 INSTALLATION OF WATER FACILITIES............................................ ........39 ► 09/01/04 SC-1 PART D - SPECIAL. CONDITIONS- 52.1 Polyvinyl Chloride (PVC)Water Piye........:.................:..:.............................:..::..........39 52.2BIOCkin- ....... . ....... . ................................:..............................................................39 52.3 Type of.Casing Pipe........ ....... ..... :,......:.........,........................................ ...39 52.4 Tie-ins....:....................................................................... ...... ......39 - 52.5 9 -52.5 Connection' of Existing Mains .........:.................:................................................-..,.....40 , 52.6 Valve C7rt-lns...........................................................A....:..............................................44 52.7 Water Services...............:......................:..........:.........................................................40 52.8 2-Inch Temporary Servic® Line...............................:...........:........................................42 52.9 ' Purging and Sterilization of Water Lines:................:...................................................43 52.10 Work Near Pressure Plane Boundaries..................:...................................................44 52.11 Water Sample Station ...............r......,...................................................-....,.....,.........,44 52.12 Ductile Iron and Gray Iran Fittings............................................... .............................44 D-'53 SPRINKLING FOR DUST CONTROL........................................................................45 D-54 DEWATERING. .....................•........:............. .........................................................45 D-55 TRENCH EXCAVATION ON DEEP TRENCHES.......................................................45 6-56 TREE PRUNING .....................:..................................:...................................:...........45 575-7 TREE REMOVAL.......... ...................-.......-............. .....................I...,..... .........-..46 D-58. TEST HOLES..................................................................................._.........................46 U-__5_9 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING - CONSTRUCTION ...,.,t.............................,,....,..M..........,...,.... :............,...,..............47 D-60 TRAFFIC BUTTONS.. .................. . .... .......-...,................................::.......... . .......47 57-6-1 SANITARY SEWER SERVICE CLEANOUTS............................................................48 .........:.... . .48 D- 63 CONSTRUCTION STAKES. ..........:..........................................................:....... .....48 `1 57-64 EASEMENTS AND PERMITS,.._., _ D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING...................................... ........49 D- 66 WAGE RATES................................................._...................:......,...........-•---..............49 5-- 6-7 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE......................:.............49 5-68 STORM WATER POLLUTION PREVENTION....................................................:......50 5-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS....................................................................................52 D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD:..........................................52 5-71 EARLY WARNING SYSTEM FOR CONSTRUCTION....................:.......:................„,52 5-72 AIR POLLUTION WATCH DAYS. ........................................................... ..............53 D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS....................................54 w 0901104 SC-2 PART D - SPECIAL CONDITIONS D, Part D shall This Part D —Special Conditions is`complimentary to Part C_General Conditions and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any provision in Part C — General Conditions and part C1. — t Supplementary Conditions to Part C of the Contract 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: PROJECT DESCRIPTION XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX FORT WORTH, TEXAS DOE-PROJECT NO. XXXXX WATER DEPARTMENT PROJECTS NO. PW XXXXXXXXXXXX & PS XXXXXXXXXXX D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions 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 prefect 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, requirements, instructions, drawings or details referred to by manufacturers name, or identification' include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered 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 performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department 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. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions:. 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 09/01/04 SC-3 PARI''D ;- SPECIAL. CONDITIONS 2.' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS - 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 frorp 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 official 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 proposal 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 seffor 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-consideration requests have been properly filed may, at the`option of the Owner, be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided- such rovidedsuch 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 authenticated 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 will 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. 09101/04 SC-4 _ ,^� r DART.0 - SPECIAL CONDITIONS 13-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. 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' compensatiorr insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. 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. 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, 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 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. B. 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 ow extended. - E. The Contractor shall obtain from each person providing services on a.project, and provide the governmental entity: r1. 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. 09/01/04 SC-5 PART D - SPECIAL CONDITIONS � 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 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; Mb 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 0"1104 SC-6 ' PANT D - SPECIAL CONDITIONS misleading information may subject the contractor to administrative, criminal, civil penalties or other'civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entities 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 governmental 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 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 Compensation 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 The law requires that each person working on this site or providing seances 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 other service related to the project, regardless of the identity 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". D-4 COORDINATION 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 Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D- 5 CROSSING OF EXISTING UTILITIES Where'a proposed water 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 pipe with polyethylene wrapping. Adapter fittings shall be' a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all other 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. .D- 6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations 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 09/01/04 SC-7 PART D - SPECIAL CONDITIONS considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the'support, protection Z relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. 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 public 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. D-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 per'missible 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. E- 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 09101104 SC-8 PART D - SPECIAL CONDITIONS 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. 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 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." The cost of the traffic control is subsidiary work and the cost of same shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. D- 9 DETOURS. 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 flaw of vehicular and pedestrian traffic within the project area. D- 10 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, which 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 the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE SC-9 IIART D - SPECIAL CC}It DITIONS During the 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. D- 12 WATER FOR CONSTRUCTION ' The Contractor at his own expense will furnish water for construction. 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 asphalt 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 furnish a schedule outlining the anticipated time for each phase of construction with starting and cirri letion dates, including sufficient time being allowed for cleanup. � e�hr r in tallatiorr:until sddh tirb f�h D- 16 SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 09/01/04 SC-10 PART D - SPECIAL MMITIONS 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." 2. Equipment that may be operated within ten feet of high voltage lines shall have Insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. . 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCORE) who will erect temporary mechanical barriers, de- energize the lines, or raise or lower the lines. The work done by the power company shall not beat the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all 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 relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line with; protection having been taken as outlined in Paragraph (3). D- 17 BID QUANTITIES . 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. D-18 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D- 19 PROJECT DESIGNATION SIGN Project signs are required 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 r 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 information: -� For Questions on this Project Call: (817) 871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends '09101104 SC-11 DART D - SIS CIAL C.ONDITIONS 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 At locations in the project where mains are required to be placed under existing sidewalks and/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 appurtenances - 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 Contract 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 Materials, Construction Specifications, and General Contract Documents. D-23 2:27 CONCRETE c 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 A ar SO--12 PART D - SPECIAL CONDITIONS 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 determines 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 width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2.,TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can fumish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must includek representative samples of soils in all involved areas, with a map 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 Engineer may waive the test report requirement. See E1-2.3, Type 'C° or 'D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" 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 particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: • Less than 10% passing the#200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size % Retained 1" 0-10 1/2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 All other provisions of this 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 Density(A.S.T.M. D698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Trenches which lie under 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 -t-4% of its optimum moisture content. The top two (2)feet of "" osio4 SC-13 FART D - SPECIAL CONDITIONS sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. 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 be 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 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, including anv and all TVDe "B" backfill, and labor costs of excavation and backfill will be included in the k: D-25 PAVEMENT REPAIR (E2-19) 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, etd., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench, Repair for Utility Cuts,, 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 residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip 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. 09/01104 SC-14 7 PART D a SPECIAL CONDITIONS D-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. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater 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 SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - 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 either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails; vp (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing r„ ground to the bottom of The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5)feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, " materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-27 SANITARY SEWER MANHOLES A. GENERAL: The. installation, 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 addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections Et-14 Materials for Sanitary Sewer Manholes, !" OaVl/04 SC-15 VART D - SPECIAL CONDITIONS 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 manhole under construction in order to keep debris out of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of additional construction. 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 according 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. The 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 elevation 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 when 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. - 09101104 SC-16 BART D - SPECIAL CONDITIONS 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 O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and 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 any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing . regardless of the length of time it is exposed to the elements. The manufacturer shall fumish an affidavit 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. B. EXECUTION: 1. INSTALLATION 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 shall 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 opening 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 manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or gradering that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete 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 Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork,.if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick 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. 09/01/04 SC-17 .�..�...�.�.....�..�.___.....___u...„_..:......�._........__�....___.�.-.mak._.. - _ ..�._.._......�.:.::<,._.__...�._.._,. ..___..___—. . _. ......�._....._ __. ._...._.. �...�.� PART D - SPECIAL CONDITIONS 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 manhole. 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. r 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 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 with two mop coats of coal tar epoxy. Kopper"Bitumastic Super Service Black”; Tnemec �'46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness-. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire 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 include 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. D-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 .factory 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. Severed service connections shall be maintained as specified in section C6-6.15. _ 09161104 SC-18 r PART D - SPECIAL CONDITIONS D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the F" 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 (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The. Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For situations involving sewer service re-routing, whether on public or private property, 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 lines, 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 proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de- holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum 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 all 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 satisfied. 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 designed 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 installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer ` service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps., The Contractor shall remove 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 09101104 SC-19 's.s^+�-as:L.u.uhD:,u.......,a:CawS:L'..iti:y.YY1Cil..a::..l.i:..r:.w.:wcwcwa.wrnulr.:`w.r :' - w.sY..iW:.a.:...0 ..Jeiisua.�—.�._..._•..:.:•w....uL:,.._.. -s:::. ,a»�..¢-.—Anrr...."- A.RC.g3r�L�►� PART D - SPECIAL CONDITIONS from the City of Fort 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. A copy of-the plumbing permit shall be provided to the Engineer prior t.o _ 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 way. Payment for all work and material involving the "tap" shall be included in the price bid for 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 E272.7 Removing Pipe, of .the General Contract Documents and Specifications, unless amended or superseded by rbquirements 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 the 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. The . 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 existing 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. 09101104 SC-20 PART D - SPECIAL. CONDITIONS E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box 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. G.' ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item -Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: 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 section, 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 material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be „ required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J: REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility 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: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made 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 mains after the construction of a new sewer main, the Contracfor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a �""'" 09101104 SC-21 PART D - SPECIAL CONDITIONS final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. D-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 and 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 not be less than two inches with a minimum unit weight of 2312 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Ufility Color Code Legends Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as -p 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). D-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 stoppage. D- 32 DISPOSAL OF SPOIL/FILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering 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 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 Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator 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 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 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. ^` D- 33 MECHANICS AND MATERIALMEN'S LIEN 09101104 SC-22 I'ART D , SPECIAL CONDITIONS . The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D-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. 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 for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed. substitute. Where the term "or equal", or "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 proving 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 this sub-section as related to "substitutions"shall be applicable to all sections of these specifications. D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-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 location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment 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. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. N, Hydraulically Propelled 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 the outer periphery to ensure removal of grease. If sewer cleaning bails or other equipment, which cannot be collapsed, is used, special precautions to prevent flooding of the sewers 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 equipment. 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 entire section cannot be successfully performed from one manhole, the " 09101104 SC-23 .,......�i..r_,.....w.vi..:...y...._...,...aw....n...a.w.,...................,.ws....1.s.Yrau».:..i...+4�::.-_....r•...—... ..-a...-...s.•..__.,..._......._e...............+...,.._...._. ...� s»�..,...�........ _..-......_,...u,.m......x+.t�,».,...��� DART D - SPECIAL CONDITIONS equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning 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. 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 monitor, 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 0"1104. SC-24 PART 0 - SPECIAL CONDITIONS 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 such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records 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 Engineer, 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. The Engineer will return tapes to the Contractor upon completion of review. 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 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 SHALL 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 review. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection 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 shall 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"existing sewer conditions and for providing appropriate means for review of osiovoa SC-25 .YY.O _.__.._...f.�..w.a...►.«..+w�..yy:1::i� .a.u...........J.:�"J...O.u. .G:+vw.u....�Ofs:.w...:....ww...:Y:•'bf....:.nWa.w..�..ia..v\.aM.r�+....u. ..+.6..i�WMH-�.t w PART D • SPECIAL CONDITIONS ' ' the tapes by the Engineer 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 of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. 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, and the costs must be included in the bid -price for TV Inspections. 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 1 -' below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg(10"Hg-Wglia)('SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to.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. 09/07/04 SC-26 ewe r PART D - SPECIAL coND11IONS 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 2. 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 locate the leak and seal it with an epoxy sealant. The manhoie shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all;material, labor, equipment, and all incidentals, including all bypass pumping, required to complete,the test as specified herein. D-37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made 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 into 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 construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an independent sub-Contractor hired by the prime Contractor. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. a B. 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 operative in 100% humidity conditions. The camera, television monitor, 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. C. EXECUTION: "" 09/01/04 SC-27 ''".�� ..........._..—....n�r....,.a.m...x ,a.-».,,as,.+,...�.aww_.^,m,:..M.a_z- _._ ..,.w....Se .a,s:. �"."�d'....,.bLa," ... _. .mv.....,.u..,.,a..xx ,..... ... .... .4: .. .. .«a. ._..,. ........_.,...... .,._.,._., e, PART D - SPECIAL CONDITIONS 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. , 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 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 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 or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary 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 kept 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. e 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 , Engineer, 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. 09101104 SC-28 PART D - SPECIAL CONDITIONS If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or 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. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall 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.. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. Ail costs associated with this work shall be rincluded in the appropriate bid item - Post-Construction Television 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. b D-39 SAMPLES AND 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 in-place material on this project will be performed by the city at its MW own expense. Any retesting required as a result of failure of the material to meet project 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 delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. rD- 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL ow 09101104 SC-29 •��-�c"'�.-•- __...�.��..... ....�.�_...,.::=F�ti:....—.—....f...,.,. ..�.:i:.._•s...�:w...•.x;.a_........«...�4::..;"3:t».a...:b_.:....•2:::_......:a::.�h'=,rte,..:,_:...::a:.:.. ��:,:._.:,mG..'.ti".ti'•fl�::�:.:-..3.�a�rd:� PART D - SPECIAL CONDITIONS A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution 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 control measures 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. 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 contamination of adjacent streams, other water courses, 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 with 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 crossings: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 a part of the finished work. 5. 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. 09/01104 SC-30 DART D - SPECIAL CONDITIONS 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 f 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. Any trees or other landscape 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 experienced-workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. 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 ( 9� � P 9) 9 9 P P P m! including street Rights-of-Ways 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 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. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-43 SITE RESTORATION 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. D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered,responsive. Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements. D-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING 09101/04 SC-31 .L••i:•1c.\.V" n......+.....P...—uJ...G'i.,ti.w..r—u•.`=.`.we:J4+i1L....1.r.-1.n1a•r.:wew"L.HL1lf+C ui:..1':rti.aCfiY.t..:'Ae+:gtiL.n:Y:.r.. r ...:.J..J..'..+w..c:NY-•..i.ab.'..�••aa...wrw .w:....B..la.J'�J:Wia� r.. ••an.r.w,.....•.--rte++r--_ - 1.W.tiw.aa..r.•rr++.+-:..-r•r.w�..w. WMI••- • -w. uari..rw.J.+. Vr.SJ.vW DART D - SPECIAL CONDITIONS This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established 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 locations 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 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 09101/04 SC-32 PART D - SPECIAL. CONDITIONS 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 designatedarea 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 gold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion 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 seed used must carry a Texas Testing Seed label showing purity and germination, name, 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 of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Puri Germination Common Bermuda Grass- 95% 90% Annual Rye Grass 95% 95% 09101104 SC-33 _ DART D SPECIAL CONDITIONS Tall Fescue 95% 90% Western Wheatgrass. 95% 90% ` Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 ' to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 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: Soil 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 D-45, Construction Methods. 09101104 SC-34 u - PART D - SPECIAL. CONDITIONS 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 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 Section 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;intothe soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum 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 season species have been planted may be replanted beginning February 1 with warm season species as listed in-Table*120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. Slit-seeding, is achieved 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 SEEDING: If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda:grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes. 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER "` 09101104 SC-35 ....rM(` ..... ::.t.iP •. - . 43YWL- =3:.:...wv......+.:.-bWa ..r,.....ra...-.,., vel r.iu�... ....a........ ..,.v.... ... ......+.........+...-J.L.i+-.- ..a... rr•:-__ -ya.r......r... ..rt.11..L++�.. ,yn•.-w r . ......�v-v ...... .. sit �.`r+rr.u.al+.`�..........�..a.'-- �..__• •.-.r....r..ra.r__ � ......u�.twY.a...v.Y..........�... r4.r....,.r-- _�•�-..tam"-s•-"�� EPART ® - SPECIAL CONDITIONS DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer 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 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent 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 necessary 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 granulated 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 physical condition. Fertilizer that is powdered to caked will be rejected. e Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. 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. 09101104 SC-36• PART D - SPECIAL CONDITIONS „ 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 cbnsfruction. 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. D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. i' 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies, which are discovered at the time*of final inspection. „ 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection”of PART C - GENERAL CONDITIONS. D-48 EXCAVATION NEAR TREES 6. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 7. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree root system between tree and the construction area. 8. Contractor shall inspect each work site in advance and arrange to have an pruned that might be damaged by equipment.operations. The Engineer shat "` 09101104 SC-37 FT, WORM, TEX. PART D - SPECIAL CONDITIONS at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 9. Nothing shall be stored over the tree root system within the drip line area of any tree. 10. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be d sawcut for a minimum depth of 2 feet. 11.At designated locations shown on the drawings, the 'short tunnel' method using Class 51 D.I. pipe shall be utilized. 12. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 13. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 14. Short tunneling shall 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. 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 the 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. Construction 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 prior 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 report 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 PART D - SPECIAL CONDITIONS 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 restoratioh, 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 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). I 52.2 Blocking Concrete blocking on this Project will necessarily be required 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. 52.3 Type of Casing Pipe ' 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: 10 For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements 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 this project shall be in accordance with the material standard E1-15 and Construction standard 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 PO 09101104 SC-39 .:a';.a. ..L.L-.:..�L.ca.• - e_.._.Y.i.�::_..�-s':.�.t ._.: ..._..u._..._...6..M.»....,...._:_..�_._m..._..»i:�:s�.,:...: .:. _a.�..._......,�. :2:�.ML.. •.5._.... .x... ..__.—+�_..:..sffa.�.._«.�.. _ Y.:.�� FrIkRT D - SPECIAL CONDITIONS " The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains 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 in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the•said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all 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 CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as'to the location, time, and schedule of the service interruption. 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 the 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. 09101104 SC-40 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 shall 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. 15.WATER SERVICE REPLACEMENTS: Water service replacement or relocation is 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. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to centerline proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the 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. 16.WATER SERVICE 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 of five (5)feet from Main to five (5)feet behind the Meter. 17.WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter 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 line 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 be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, 09/01/04 SC-41 tiaCJ]': 10faiTsTC.tLfY�it1.'...nL- .._h'd':1n.:Y..ii.L4iaeri`..SAw�.i'dti..r1^—oL.`A$TtY::u�$'1�:.i1i..w.r..a.�_.iWlyAKdmy:.:w�:.':a.:.�_7.....��i�;�_:au..�'Y._.............+.....w..+•..._......—.�._—�.. r._..+�r...�.......—. ..... PART D - SPECIAL CONDITIONS labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service 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 service 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. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A— Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings 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 work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. , , Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 18. 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). 19. 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 service , meter and approved by the.Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 52.8 2-inch 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 severed 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 -Kme,.(HTH) pnor to lnstallatlon,. , 09101104 SC-42 .w I ART D - SPECIAL CONDITIONS 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 meters 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. d 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. advise the inspector of the number of meters that will be needed along with the locations where they will 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 retums those meters to the inspector. Any damage to the meters will be the sole responsibility 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 those 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 Contractor will furnish 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 the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a`chlorine 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 water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental t and all costs incurred will be considered to be included in the linear foot bid JeJJC0J0 pipe. MY t f � 09/01104 SC-43 Fy. WORTH# fix. .::.. �.._ ._.,,...M.:..rr.;:.. -..... ..:,.M.. ...a,.,w,.n.:.-. . .°.mem.»..a........,...,..x.rr.... .... .....:..ut................tw•_::.�......:...........m.r—...�....r.��La.u_a ,4y.h,.sy.ray.M.w.y. PART D - SPECIAL CONDITIONS 52.10 Work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all `pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 52.11 Water Sample Station 4 GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to'the Contractor free of charge; however, the Contractor 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 tation,concrete support block, curb stop, fittings, and an incidental, 5-feet of type K copper service 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 Service 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 service 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 El-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, d% 09/07/04 SC-44 r PART D - SPECIAL CONDMONS horizontal concrete blocking"vertical tie-down concrete blocking, and concrete cradle shall 9 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 p contract. D-454 DEWATERING i 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 A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". 17 B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-155ORC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 3. Steel "I"= Bar 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 i wire mesh backing as shown on the Drawings. D. ROOT PRUNING 7. Survey and stake location of root pruning trenches as shown on drawings. *` 09101104 SC-45 . ___ �vY.fr.sl.«i-aYv��:.:.Yw: .iF)'.'wM1`;^utCv.:.i.:Jb.'.Sae.-u�.nCS�w4tf•..G..hl aMC..wtfy.«J...wen:o.w�L'u?l•.. 1L'w.�«...wn.Ji.`�a.T_�..—..__.-..J.Ls�.J.�..av_. ........«.`..--.-~...«...-..`.�_._...�. PART D , SPECIAL. CONDITIONS 8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 9. Backfill and compact the trench immediately after trenching. 10. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 11. Within 24 hours, 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 and minimize water loss due to evaporation. 12. Limit any grading 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 and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D- 57 TREE REMOVAL *+ Trees to be,removed shall 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 and buried. The Contractor shall immediately repair or replace any. damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences;walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract + price and no additional payment will be allowed. 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 the 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. �w The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear fopt,bid price of the pipe. e 09101/04 SC-46 —._-_._. _,.r_ _.. .__. FART D - SPECIAL CONDITIONS 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 Contractor'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 name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Construction office at (817) 871-8306. All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. D- 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 (SSMD) of the Transportation/Publie Works Department to install the markings, the contractor shall contact SSMD at (817) 871-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. "+ 09101104 SC-47 r�.*�a...,..a•..._...w._....-..a...... .......t•.�:...wr_ :.. _.,e...:.x i.:rar:.....:... .+._.•....o. ..:..:....e..t..rr.._•...e-.:a....:.e......:...w.......w.,.._,.. ......�.eau:.........es....v,..... - - _ .ru.r.....s....- -w ......-wW4iy,,.a„r+W,wn„y,..+i...+.r+.4JVggWYy�+r+.rr+..•..•�r+�415\.+Mr.•w-++s•^4mrw.w.Y•__- FIA-AT D - SPECIAL CONDITIONS D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer 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 driveways, streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout stack and cap shall be cast iron. Payment for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in-the price bid for Sanitary Sewer Service Cleanouts. D- 62 TEMPORARY PAVEMENT 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 c acted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the temporary repair shall be rolled with to provide Ma smooth transition between the existin avement and the tem ora ry repair. D- 63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will.provide to the Contractor construction stakes or other s 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 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.), 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 09101104 SC-48 PART D - SPECIAL. CONDITIONS shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, 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 obtain 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 C6-6.10 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 N 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 complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all co.sts 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 flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin w 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. D- 66 WAGE RATES The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (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 Asbestos 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 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. osrouoa SC-49 �r.rsa..c+,......♦..`.•.r_...-r._._5.`_•. ..�....+._..a --...�.�.5`a....=w=5n.....w.w.Y.n.._...:.w1iOw.%�'L.11l'u`>�6.a.-..._ w+...�...a..�...�..�.�`�,. ���..�._..L..,. .a�.._......-.-' - ...,....-..w���� , PART D - SPECIAL CONDITIONS .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 removal 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. 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) D-68 STORM WATER POLLUTION PREVENTION 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 httpJ/www.tnrcc.state.tx.us/permitting/water perrn/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/tvnoff.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 (NOO: 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 NO[ 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. 09/01/04 SC-50 U'ART D - SPECIAL CONDITIONS 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 shall 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 qualify 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 SW PP P'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 '09101104 SC-51 _ J FART D - SPECIAL CONDITIONS 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, 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. FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL CONDITION D -40 SHALL BE MR APPLICABLE. D-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 =iL Penal Code Title 7, Chapter 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 SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who'is the apparent low bidder(s) for a project to submit such additional information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key 14 personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to deliver a-quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of 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 rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a 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 notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: 09101104 SC-52 FART D - SPECIAL COND11IONS :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. 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 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 bonding company will be notified appropriately. D-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. AL 09101104 SC-53 >rW.+.+.....i.na�t.:-_ _- ....1•-d.J....xr�.1.nu�=_.-.sr.-.ur.....-..'1.r1'`a.' ...'..:11 v..d•'J.........vWf....�...v N.iW�.:-'�W'.G'.�•�ii�aL1n.SYi.1'yle�.lsr1��..�C..-ay���..Y.-.�....r...���....-....4-�..`.....�..�`�.....n.rw°.. PART D - SPECIAL CONDITIONS .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. _ D-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 $30.00 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. 6 a 09/01/04 SC-54 - FART D - SPECIAL CONDITIONS (To be printed on Contractor's Letterhead) DOE No:3176 PROJECT NAME:Main C1C413 Sanitary Sewer Drainage Area Part 15 MAPSCO LOCATION: 76L ° LINUTS OF CONST.: West of 9h Avenue along FWWR between Rosedale and Oleander- Estimated Duration of Construction on your Street:<,yg>days 49 'FA THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL REHABILITATE SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY ,SEVEN DAYS ' FROM THE DATE OF THIS NOTICE. moo IF YOU HAVE QUESTIONS-ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE,PLEASE CALL: Mr.<CONTRACTOR'S SUPERINTENDENTS AT<TELEPHONE NO.> OR Mr.<CI Y INSPECTOR>AT TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS,PLEASE CALL 871-7970- PLEASE 71-7970PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. • ° 09101104 SC-55 .....,..-,.......... u.>s.:....,_......-...._r_._.,...............:.�.:.wr..`... -..4:.....x-_-.:,...;..a...N...?..C6a_,..•:.»..1.....,:...•..:.t.::4.t,:..:.:nf.s,.-....•......c.,-:...c......t:..::�:...i•:y.......... - �_,a.,::+uC.'u•:....,a_....ro�:au�� D'ART D - SPECIAL.CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter (Rough) $13.64 Concrete Finisher-Paving $10.16 Concrete Finisher Helper (Paving_) $9.70 Concrete Finisher-Structures $13.44 Flogger $7.00 Form Builder-Structures $13.44 Form Setter-Paving & Curbs $10.25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 "Pipe Layer Helper $6.75 -, Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 $10.00 CY) Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 $11.52 CY) Front End Loader (21/2 CY& less) $9.94 Front End Loader (over 2 1/2 CY) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator(Fine Grade) $1.2.31 , Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller, Steel Wheel Plant-Mix Pavements $9,88 Roller, Steel Wheel Other Flatwheel or Tamping $12.12 " Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter (Paving) $9.75 ' Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10.22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 09101104 SC-56 PART D - SPECIAL CONDITIONS .SORT WORTH DaW DOE NO.XXXX Project Hanes. NOTICE OF TEMPORARY WATER SERVICE INTERREI"ION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR R WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, .CONTRACTOR 09101104 SC-5-1 --y--'..r'.t....__..=—,.">=bass........._�......�.....�...... .....,.:.++....�.",,....c:c.o..... .......,�.L`a4�e9,—";i::-w.....__..+__..._:r:.+sa>:.:•..:..x....__.:..i:.:..•_ ....^—..:a=�_-.c�`.....ci-.:_.'y FART D - SPECIAL CONDITIONS F: XJEW 150PAR'!TENT OF ii l TJH DEMO.,TPM drl�tAT�M Wil 1 i Til3[+l FQRllll NC37E C 3FW.LEr rfEMIS TMT ARE AMENDED T D H � t) +batmnantContractor TCH LiumekMdkberl m Address _.... ;. :. .,,..,,... ,:-: . - [ cA:� rja N. ben eb-.Sl Pheme?t umb&r, er"Piurri r. 39teup�entti TIF1l: rirst+a®ml�or Tralni!Qn-�Site 1 ESHAP lrWM dml: Certl ec.ativn Data: •.bwacl�aCot�es�: l+hmobatit 9 ----_-.- - �" /tidiso 2) Fftl&d ConvAllat OR�a�Dr'.: . :. . l' f1 l 1p@n Eft=. . .. MW Aftem. � •;� '- .. .�,,.�Ge�h�B lair" .. - .. � 9) Feciltty Ower Adtantiaar. li%Addr ; t ; f Oumer Phoney Mum , ; lb an Oe wUl be wing 16 ete,r�w�+�r q!t�t~dull��Rg�fnA She bi111i�g�8�9P��r ttfe7nsri���a w11[he �sbrahF9dtr4mtilt f1ai111�i1> idt�aps'''csd6ifili' an. 4) Desciodo c ar Fac ON Blame: RrAfcal Addrm, t�otnrety City Zlp:. ..... besci lton ofAmia mn Number P* 1Jae: P'eituraa tom' . . Age of BulCdirQFacilWl a YES. cf NO 6)' of Worlcz a Va anclittvn a ilwwYadcn(Ab"p"ny 19 Anne Ca i dd Mt+rit VA'to during. C' Dw 0 gVeRho 11 wtg D MOW FpgW Q=crifFllcai of work F.g is Ihts a RJUTC Building? G YES 0 NO Federal Facfl9ty't 13 YES 13 NO irtdush ial Site?D YES Q NO t4ESHAP-OWyFaeigo? C] YES 0 NO isauldtagli=®cilitypccupisd? 13 YES 0 No i) N G=tion lie CHECK ONLY ONE D riginsi(alt)11Yaridrtg.0ays) p CaneaU00on DAmerximent o Emerrpenayf relerad tf lhis is anamgr�drr ant,which amendment number is Mb? tEnclose copy of original ararllor last ae,n�) weno monjency,vvho did you talk Wlh at T0117... Epeergeru Date and Hour of Ee9a�g¢ncy.�I�N,�Wi►1��l�t't'�� y Desi tipG4q of i17a ie�i*,ur►expecied erect and explan&96 how the mmnt caused rinsiVa opn4itions grWc*cause equlprr;6rA dameQ'e(rotagput�rs;a rhinery;oto.. be iblkraved In d'�e.�rtxt; � fa�ran p�ou5�r4att�6ls '� asbestos rnsi al Neem.es c nrnhll�d. uluerix d, r due l to " g}We*an Aebestos surmyperpWT c? o YES a No Ewa- f J TDH Inapeclar Uourtsp An cal Wha d.D PUA ❑TFM Q Ammed Ti OH i*bpr kwy nSe No: (Far TAHPA(public buadm�pra)ecie:ani aeaumpti4ri must be meds b9"a 1'L! �Icansecl in ectar) Dow p*W cf p +d�ptaii l ar t> tires aNnrk,t r� )ter tke u ..,_�.�, . -+ 11) pescript=of work pradiCW and W%Iheeft QOfiomta lt7 be Used b preuanc ettaiSSb01ffi oFa9 lstd9 Who rx _ aA01iO4 SC-58 PART D - SPECIAL CONDITIONS 1 A appitaabla ltaams in am foommo twoile must t>e wmp.I IF 1,IQ A Ea3TOS PI $Ef T H l: K 1 t ii .Appmxlma:te amount of Check uM#of mens ra!r wd A�>E�6�s�CDntaipl�g 8luldt4g�1e#aarir� Aub - pipes'` S0, ce Area Lt! .Ln SO SO u Cup. RAAM Ia bs rer ed RACM-NOT removed teterlor Cafe o I non-trfabia removed Ektftior'CalbaED4 . I nor-fx We removed Cabe* [non-friBble NOT removed InteriorIf non-friabts removed +w ...Ettafte cal-OOLHI 7:rjen-friable removed r CaW22ry:.. It non-Mable,NOT removed r IZACM Off-FAd6ty Component 13j Wasle Tran•sgaorter Name: TDN Lie Number; Addy pit�; Stale. Zips. Con�c�R'�r��rx 3'I�e Ih&ittil�r° t 1� 14) Wasto Diso=l Sha Name: taffi. .- RGG P e diesk: . QIT�:.. 3 T�td ermit Plurtttr r ;,15) For structurally un�uund facliRles,atter a aVY cd tiarr:*Wn ardor and k4nWyGiovernmental Ofbcia:below: tUagn& RegisbatlonNo: ;Ttle: :Date or order tMilWdIbCVY`l)......... _!_.. a' oabe order to begin JMMID Y? P t A) Salir Baled Dart,of Asbestos Abaaiement Iat rf) Start _ r r _ caraap ie. `l7) StAditl+d DOWe DemolNlonlRenovaWn(MMODNY) Slant: —f_-- 1 ..._.. _ Computes 1 '"Nc4s:0.1he start dale an$M%moa W cnati wM bo m*L tho TDH Renal yr Lacat FmQr�n er[fica lttrrstbo canlacted by phone prior to t_fie slart:daFe. Felluoa to slr�aro Is a vlaladan 6q�GGOi'�AnGiD iq 7AaHP}�:S+aean.39ti.��. kbamby ce.rdyAthat:ell irrFormatlaon I have Provided Is+courW conVk toy and-WA to t M ta&t-of my knitwtedge, I e� Mat I am les^ slibib fr:r'all ar wft a1 Ina neti6cWwa bwM k4aft•but noCiaaiMs�crar !ara,ri s4dauuulss6on daliw, 'me ' jtPA1 um ipeui ityis ice• eY I� 1g�000 - d *IaUum - . { QiWika Cf Buildino0werf Op'eretor (F',ttr M Name) Maw) Cry) w� ' ar etegat d Cdnt tdtarrtJCon actor) �;` ;.. .: {Fool � UWTO: ASSES70S NOTIFICxxTM SECTION TOXIC W STANCES COQ DIVISION •ExAs oEMATMENT OF HEAUH to 'ares ane ns3t Aute RCr BOX 143538 "Fix as are notacgpah' AIJ;3 nN.TX 70714-3M PH:�•1�-8�:-Bt3�1.�-:1q�-�r-F2.-5;rf8 Fxvrr AFEl#,dtadect(YM .Repkees TDHfmm daied 07JI.S01 parassPs:'arlee 4T 0=*Ag+ng,kM Q0 f-WO.572-5548 09101104 _ SG-59 R F F -11- F PART DA - ADDITIONAL SPECIAL CONDITIONS WATER DEPARTMENT k o i IF Y 1 A 1 PANT DA - ADDITIONAL SPECIAL. CONDITIONS DA-1 AWARD OF CONTRACT FOR PRQJECTS WITH MULTIPLE UNITS...........OM117ED FA-- PIPELiN_ E REHABILITATION CURED-IN-PLAGE PIPE ...........................OMITTED - rui DAA PIPE ENLARGEMENT SYSTEM ........................................,...............,...... .OMITTED DA-4-4 FOLD AND FORM PIPE -.,.....:............ .................OMITTED �i DA-5 SLIPLININQ...................................................................................................OMITTED t�► FA--6 ° ' ° PIPE INSTALLED BY OTHER THAN OPEN CUT.........................................OMITTED DA-7 TYPE OF CASING PIPE........................,...,.............,.....,...............................OMITTED - DA€T SERVICE LINE POINT REPAIR I CLEANOUT REPAIR......_..........................OMITTED DA-S PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION...,,OMITTED DA-10 MANHOLE REHARILTTATION................... .................__,............,, ,, , ....,,.,..OMITTED DA-11 . SURFACE PREPARATION FOR MANHOLE REHABILITATION..................OMITTED DA-12 INTERIOR MANHOLE COATING_ MIOROSILIOATE MORTAR SYSTEM.,..OMITTED DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM....... ...__........ ....... OMITTED UAP-4 INTERIOR MANHOLE COATING-SPRAY WALL SYSTEM.........................OMITTED DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM......................OMITTED DA-16 INTERIOR MANHOLE GQATING.- PE RMACAST SYSTEM 11 rm EPDXY LINER -OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM........................OMITTED DA-18 RIGID FIBERGLASS MANHOLE LINERS..........................:..........................OMITTED �► AK19 PVC LINED CONCRETE WALL RECONSTRUCTION..................................OMITTED DA-20 PRESSURE GROUTING.............. .........................,,..,.................._.,._.,.,.,..,...OMITTED 6A-21 VACUUM TESTING OF REHABILITATED MANHOLES...............................•OMITTED DA-22 FIBERGLASS MANHOLES ..........................................................................OMITTED -UA--23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ....,..OMITTED DA-24 REPLACEMENT OF CONCRETE CURES AND GUTTER...............................OMITTED _ TSA-25-25 REPLACEMENT OF 6" CONCRETE QRI\E.WAYS.......................................OMITTED DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT ANIS BASE...............................OMITTED 57A-27 GRADED CRUSHED-STONES..... ....................... . ...................... ...,...........OMITTED DA-28 WEDGE MILLING 2- TO 0- DEPTH 60 WIDE.............................................OMITTED DA 29 BUTT JOINTS-MILt,gQ ............................................ . ................................OMITTED 5A-30 2- H M.A.G. SURFACE COURSE TYPE "D" MIXT.......................................OMITTED DA-31 REPLACEMENT OF 7" CONCRETEMALLEY GUTTER............................:..OMITTED QA-32 NEW 7" CONCRETE VALLEY GUTTER. .....................................................OMITTED DA-U NEW 4" STANDARD WHEELCHAIR RAMP,.,......;........................................OMITTED DA�4 8- PAVEMENT PU'LVERIZAT1ON...............................................................-OMITTED .,.�.. _ _ L1A-36 REINFORCE© CONCRETE PAVEMENT OR 13ASE UTILITY CUD,...... .....OMITTED DA-36 RAISED PAVEMENT MARKERS,... ....... :.,.............-OMITTED ©A-37- POM-NTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING....OMITTED IL 13A-3$ LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL omi.TTED • DA-39 RMK RIPRAP-GROUT- FILTER FABRIC.................................................OMITTED UA-40 CONCRETE RIPR.A.P.. ,OMITTED DA-41 CONCRETE CYLII\IDER PIPE AND FITTINGS...............•••.....,.......,..............OMITTED DA42' CONCRETE PIPE FITTINGS AND SPECIALS..............................................OMITTED UNCLASSIFIED STREET EXCAVATION............ , .,....................................OMITTED _ _ DA-X14-44 6" PERFORATED RIPE SUBDRAIN ............. ,,,,,, ,OMITTED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS.......................................OMITTED D,A-46-46 RECOMI tkQED SEQUENCE OF CONSTRUCTION....... ........ .......--omiTrED 05106/04 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-47 PAVEMENT REPAIR IN PARKING AREA.:....................................................OMIT ED DA-48 EASEMENTS AND PERMITS:.......................................................................OMITTED 5A-4.9 HIGHWAY REQUIREMENTS.-—........... ....... ....... ...OM177ED DATO CONCRETE ENCASEMENT........................................................................................7 DA-,51 CONNECTION TO EXISTING STRUCTURES.............................................................7 DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION....................0MITTED 5A-53 OPEN FIRE LINE INSTALLATIONS................................,...........................:..f 1111"'t' DA-54 WATER SAMPLE STATION .........................:....:...........................................OMITTED A-55 DCURES ON CONCRETE PAVEMENT............................................. ...............OMITTED DA-Z6 SHOP RRAMW.....:............................................................:.....................OMI"[TED w DA-57 DOST BRED ►KDOWN.:.......................... .............. ., OMITTED DA-68 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY...................;.OMITTED 5A-!5 H.MJLC. MORE THAN 9INCHES DEEP ......................................................OMITTED w BA- O ASPHALT DRIVEWAY REPAIR. ..................................................................OMITTED E.IA-fi1 TOP SOIL ............................. ..........ti................. .. . .......................................................,.. ........ ..omrnED DAA WATER METER AND METER BOX REI.-OCATION AND ADJUSTMENT...................8 DA- 8ID!2gANTr IES. .............:............. ............................... ..........................OMITTED DA-64 WORK IN HIGHWAY RIGHT OF WAY...........................................................OMITTED DA-65 &RUSHED LIMESTONE(FLEX-BASE. .......................................................OMITTED DA-66 OPTION TO RENEW .OMITTED DA-67 NON-EXCLUSIVE CONTRACT.....................................................................OM117ED DA-68 CONCRETE VALLEY GUTTER......................................................................OMITTED .. �. DATq TRAFFIC BUTTONS. ............................. ...................................................OMITTED 5A_-70 PAVEMENT STRIPING,..............................................................__..............OMITTED -DA-71 H.IVII.A_Q. TESTING PR©OMIRES................. ..........................................OMITTED I]As72 SPECIFICATION REF'ERENCES.................................................................................8 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERfCONTROL VALVEAND BOX............................................................................,,............OMITTED DA-74-74 RESILIENT SEATED GATE VALVES............................................................OMITTED 1 A_45 EMERGENCY SITUATIQN, JOB MOVE-IN............................. .....OMITTED DA-76 1 �/,-" & 2;' COPPER SERVICES................................... .............................OMITTED DA-77 SCOPE OF WORK(UTIL. C!M.., OMITTED D�178 C4NTI QTQ RESPONSIE3ILTlf 4uTlL. Gil'. .......................................faMl�Ef� DA-79 . CTIME UTII_, Q ....................:........... ....,,.,....,...:..............OMITTED D REQUIRED CREW PERSONNEL &EQUIPMENT(ljT 6'1")....................OM117ED DA-81 TIME ALLOWED FOR UTILITY CUTS(UTIL. CUTS......................................OMITTED QA-82-412 LIQUIDATED DAMAGES JUTIL. CEM............ ................... :....................OMITTED DA-83 PALING REPAIR EDGES (UTIL, CUTS„ OMITTED D TRENCH BACKFILL (UTIL. CUT'S OMITD ...........................................................,..... DA-€I5 CLEAN-UP UTIL. CU .........................................................;........,..............OMITTED E?�6 PROPERTY ACCESS(UTIL, CE. ..................................................,...........-OMITTED DA-87 SUBMISSION OF BIDS UTIL. CU OMITTED DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT}...................... ..OMITTED ..,..,..... 5A-6i CONCRETE BASE REPAIR FOR UNIT It & UNIT III UTIL- CU ..... ...........OMITTED QA-20 2"TO 9" H.IUI.A.C. PAVEMENT(UTIL. CUTS. OM117ED DA-91 ADJUST WATER VALVE BOXES. MANHOLE_I AND VAULTS UTIL, CUDWITTED t3A- 2 MAINTENANCE BOLD WTIL, CUM:..... :......................................................OMITTED DA 93 BRICK PAVEMENT(UTIL. CUT). .................................................................OMITTED o&WO4 ASC-2 w PART DA - ADDITIONAL SPECIAL CONDITIONS DA-94 LIME STABILVED SUBGRADE (UTIL, CUTS...............................................OM117ED 6445- CEMENT STABILIZEL_F SUCGRAQE UTIL, C .........................................OMITTED DA 06 REPAIR OF STORM DRAIN\STRUCTURES(UTIL. CUTS............................OMITE•ED UA--,q7 "QUICK-SET" CONCRETE(UTIL. CUTS......................................................OMITTED EA--98 UTILITY ADJUSTMENT(UTIL. CUTS ...,.......................................................OMITTED DAZ9 STANDARD CONCRETE SIDI=1. A_I.K AND WHEELCHAIR RAMPS UTIL. CU OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUTS ........................OMITTED DA-101 CONCRETE CURB AND GUTTER (UTIL, CUT)...........................................OMITTED DA-102 PAYMENT UTIL. CUT .................................. ............................................OMITTED- pA--1Q9-104 DA 103 DEKOLES(MISC. EXT.).................................... ..... .OMITTED CONSTRUCTION LIMITATIONS.(MISC. EXT.).,.. ...................................OMITTED DA-105 PRESSURE CLEANING AND TESTING MISC. EXT. 0 DA-106 510 QUANTITIES(MISC. EXT.)... . ....................... . ............. .................OMITTED DA 107 LIFE OF CONTRACT(MISC. EXT.)....... ,....................................................OMITTED ISA-148 FLOWAQLE FILL(MISC. EXT.).................... DA-10BRICK PAVEMENT REPAIR(#II11SC. RML. ................................:...............OMITTED DA-110 DETERMINATION AND INITIATION OF WORK(MISC. RERt,.I. .................OMITTED DA-111 WORK ORDER COMPLETION TIME(MISC. REPL.)..................:................OMITTED DA- 112 MOPE IN CHARGES(MISC. REPL.)................................. .r,.......,...,........,..OMITTED DA-113 PROJECT SIGNS(MISC. REPL.)...................................................,.............OMITTED DA-114 LIQUIDATED DAMAGES (MISC. REPQ. ....................................................OMITTED DA1115 TRENCH SAFETY SYSTEM DESIGN(MISC. REEL.). .................................OMITTED DA;116 FIELD OFFICE... .\..,lf..........aH......H.l..........HHN...,\.HH..H..,.N........\..\,,.,H.,,....OMITTED DA-117 TRAFFIC CONiTROL PLAN.................... ...........OMI"fTED lo. QA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS....OMITTED ,p os ASC-3 } w PART DA - ADDITIONAL SPECIAL CONDITIONS E LA r, DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS OMITTED DA-2 PIPELINE REHABILITATION CURED—IN—PLACE PIPE OMITTED DA-3 PIPE ENLARGEMENT SYSTEM OMITTED rDA-4 FOLD AND FORM PIPE W OMITTED DA 5 SLIPLINING OMITTED DA-6 PIPE INSTALLED BY'OTHER THAN OPEN CUT OMITTED DA-7 TYPE OF CASING PIPE OMITTED a DA-8 SERVICE LINE POINT REPAIR/CLEANOUT REPAIR OMITTED DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION OMITTED DA-10 MANHOLE REHABILITATION - OMITTED DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION OMITTED DA-12 INTERIOR MANHOLE COATING — MICROSILICATE MORTAR SYSTEM OMITTED DA-13 INTERIOR MANHOLE COATING — QUADEX SYSTEM OMITTED DA-14 INTERIOR MANHOLE COATING — SPRAY WALL SYSTEM OMITTED DA-15 INTERIOR MANHOLE COATING — RAVEN LINING SYSTEM OMITTED 05/06104 ASC-4 r YW.ny.��...�. a..f.y.= c1EiNeu..1,.m.iYUA-rt_.-M.V's`..t_I..'.2k.. ,...rr "�^rx L+lxwvu,•b.Y3`Wl1 WW.wu,i4'F.Irr_n.Js—.... ,..J.a4�'u1ds:.sn W.__ �+uwka..-.r:, .. .......+....w6.NY.1.W6�IF'.'4„ .i4a1\Y-.. . ... is PART DA — ADDITIONAL. SPECIAL CONDITIONS DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM OMITTED DA-18 RIGID FIBERGLASS MANHOLE LINERS OMITTED ” DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED DA-20 PRESSURE GROUTING OMITTED DA-21 VACUUM TESTING OF REHABILITATED MANHOLES OMITTED, DA-22 FIBERGLASS MANHOLES OMITTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER OMITTED DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS OMITTED DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE • OMITTED DA-27 GRADED CRUSHED STONES OMITTED DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE OMITTED DA-29 BUTT JOINTS - MILLED OMITTED DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) w OMITTED DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTED. 0510"4 ASC-5 PARI' DA —ADDITIONAL SPECIAL CONDITIONS DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) OMITTED DA-36 RAISED PAVEMENT MARKERS OMITTED DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING OMITTED DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL OMITTED DA-39 ROCK RIPRAP- GROUT- FILTER-FABRIC OMITTED DA-40 CONCRETE RIPRAP OMITTED DA-41 CONCRETE CYLINDER PIPE-AND FITTINGS OMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITTED DA-43 UNCLASSIFIED STREET EXCAVATION OMITTED DA-44 6" PERFORATED PIPE SUBDRAIN OMITTED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS OMITTED DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION OMITTED DA-47 PAVEMENT REPAIR 1N PARKING AREA OMITTED DA-48 EASEMENTS AND PERMITS 0-"&04 ASC-6 PART DA - ADDITIONAL SPECIAL CONDITIONS OMITTED DA-49 HIGHWAY REQUIREMENTS OMITTED , 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. Requlrements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. 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 iEncasement: DA-51 CONNECTION TO EXISTING STRUCTURES l - All connections between proposed and existing facilitias, shall copyist 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 F2-20 of the General Contract Documents. Prior to concrete placement, a gasket, RAM-Nek.or approved equal shall he 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 BED ITEM. DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION J OMITTED ° DA-53 OPEN FIRE LINE INSTALLATIONS OMITTED •=r DA-54 WATER SAMPLE STATION OMITTED DA-55 CURB ON CONCRETE PAVEMENT OMITTED DA-56 SHOP DRAWINGS OMITTED 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 05106104 ASC-7 �•wa.«r+.+....+....-....«v...+.:. lvti......-.....-w.....,uans re.:...:.�«-......��._.____—--:3�_�._.....-.......+... i•uw.w+�._..—_ _ y...�.. ....._.-. t PART DA v ADDITIONAL SPECIAL CONDITIONS DA-60 ASPHALT DRIVEWAY REPAIR OMITTED DA-61 TOPSOIL OMITTED DA 62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT This item shall include raising or towering an existing meter box to the parkway grade specified No. payment will be made far adjusting existing boxes which are within 4.1 feet of specified parkway grade. The unit price bid shall be full and sufficient payment for all labor, equipment and materials used in the adjustment of-the meter box. DA-63 BID QUANTITIES OMITTED DA-64 WORK IN HIGHWAY RIGHT OF WAY OMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASE) OMITTED DA-66 OPTION TO RENEW OMITTED DA-67 NON-EXCLUSIVE CONTRACT OMITTED DA-68 CONCRETE VALLEY GUTTER OMITTED DA-69 TRAFFIC BUTTONS OMITTED DA-70 PAVEMENT STRIPING OMITTED DA-71 H.M.A.C. TESTING PROCEDURES OMITTED DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWWA, 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 .05176104 ASC-8 8 ' PART DA — ADDITIONAL SPECIAL CONDITIONS .a m DA-74 RESILIENT-SEATED GATE VALVES OMITTED DA-75 EMERGENCY SITUATION, JOB MOVE-IN J OMITTED ° DA-76 1 '/s" &2" COPPER SERVICES OMITTED DA-77 SCOPE OF WORK (UTIL CUT) ' OMITTED DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) OMITTED DA-79 CONTRACT TIME (UTIL. CUT) OMITTED M y 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 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 11 &UNIT III (UTIL CUT) OMITTED O&WO4 ,SSC-9 �^��' L^ty"W""••n,y.Y7WaWi17:tu�IDN11i.L^.li.�r'sof:.luw:ttirL'tia'cpe1S"CUUSL^w`S:.i.S'..".wti..""".•.J.tW uu '.:5••�'- ,e.:^.e• •.may- SU^ Yore`••^.•••••.-•s... 5 ` PART DA - ADDITIONAL SPECIAL CONDITIONS R sk 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) w OMITTED DA-94 LIME STABILIZED SUBGRADiE (UTIL. CUT) OMITTE} DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) OMITTED DA-96 REPAIR OF STORM DRAIN\STRUCTURES (UTIL. CUT) OMITTED DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) OMITTED DA-98 UTILITY ADJUSTMENT(UTIL. CUT) x 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.) OMITTED y DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMITTED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) OMITTED w r 05106104 ASC-10 3 .am., ..soae.,v,,, acv+..sz..:•- ---- +.,m.,a.�. .w.,.e.,..,,......___ .v:.,;.:a,,:..�:.._._....__._--—--::,.:.:unvammywxa,.ss�:i.„�: ns:..,�.ya�....x. :er:.rr.� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-106 BID QUANTITIES (MISC. EXT.) OMITTED DA-107 LIFE OF CONTRACT (MISC. EXT.) OMITTED DA-108 FLQWABLE FILL(MISC. EXT.) OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) OMITTED DA-110 DETERMINATION AND INITIATION OF WORK(MISC. REPL.) OMITTEIj DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) OMITTED DA-112 MOVE IN CHARGES (MISC. REPL.) OMITTED DA-113 PROJECT SIGNS (M-ISC. REPL.) OMITTED DA-114 LIQUIDATED DAMAGES (MISC. REPL.) OMITTED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) OMITTED DA-116 FIELD OFFICE OMITTED DA-117 TRAFFIC CONTROL PLAN OMITTED DA-1 18 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS OMITTED OFFICIAl WORD 0510sio4 ASC-11 �p. �"� -pH' pix' r r . r r r STANDARD DETAILS SEWER AND WATER r r c r: r . •v>1C8WKW7M.• -..af •�4i:b.:l�l1•^` _ . l�Nl,.iM1•�•J)K�iyy61/�' rytV%L:.�,..nLa•`+�^'"1•CSLLtNNJ�4w "=_`wyl••� ., , �' !�, •r.W �w• •Q�== •1 f— . O •�: •.,.t::l:;,•�a:=�• '#.,5'•;'�.rir y=�:r.� b � `t� I","�m��}}.���• � •� �2� J � •'`'• A•p' '.• ;`y'i�'r:i:-!'t:�.j.'.t• ,•*M�•al_l{�°_: . .1 - Cr,�iz } 07 '� Ot � QS (� � :• .SAN j a•. ,• •i.ii,,;l I,;il.,_„�� ?�,,�1r:1••', • f ;" �•. 3 ty m L/•� - 5 ,� '_ ''•=:;:�1 i'.lh_r,+,:• .�,tl}-'Y{ , • h' ' Y, 8, m :�• , Y = YJ '! >.O' i .,�ji5r�}:�C 1::>J4 ;R•Flj1'' z ' �1` _•`��, }y Q. �r• < O � _t, .r •'.� -'},1,.f. i .�• iV�!>Syj •' "• .1::• tl:_• lo-? {••- �:_� �ii'. �. ;j ; ,• �, .;•..y •:i.(/1 � II J< ot`' < o ZCL O i• 'p„t. J C12 LLI a �o =� 1111 gm.88te � _ 3a o -� w ' �g '�'li°L7 II�i m c l cm x.80 o .� < ` U _ • �- :y , mao m to 1 N " •t NIq;ZZj 'z. w< a =Oj<.. 2f- OW S wW OG0�4. GC z Diu) zN Um_ • •i�, to '�' :.•,i:;: Cl . ,�r: .. `:•• � ;. 'M .d:.• 1n to• !"' • • tiJl!! •;:.':`• ��: ''."yY,r.•. C „ 'r"SIS 'li''• :i} ^ '1•?`•' t , • �. , ,•O•' �' .. VL ' ^I• y' _'S 1 S: ,i �: i1 - .. .1 C/.rl�,y�.Cy}l i:'I_,.,d" ,"moi-sr.l• a 1 •�;, i•IiL• 't 1, :S ••.��F#..'•"f :. QQQW... S • • �}'•,igy(m(//�,:i`:"1.5.i .t z,'. �•�1`,�"yr t_ •f.Y. '':�•. .i to . .rt ,� a 1-_'•,:: .}„y` •t+= ./�/1 .:_,:1. o �2 a _ j i'° ;: •}y- •icr ey.�`i •- '• �,F.•. •mot-- .; z � 1 i� •'i•.. t'� '•; �_o�•°iii:?.*,'.,•y� a�'it;^w .18 1L c CL .!. goo Zj R!k- l ~� m ., ' a tn SKU r/_T-_ - � .0•.0. ° • .001 1 ca ' �n ° °: c CL _ a5� - °:{'o?.^ •ice-•o-L:.•. �'• _.. & a •' =--5wio�r.k'R!,���3: `•: :SFS” ! • ;- r^`�'Sj•+. a� �• lA 5� .=,: , °'.�_r6Y'G�ao5:'.:'�J 1•'' I t _ _ •.e+.ve• .� S,��iaj , I i O 1 O Ow 5 S'N 'H a. •VI. U WNW' C •I ,1'�• t�i•s11� >i. _,• ,:.ltiz t aCL N o. na, >> �• •=i;•{ti��' ! m� _ CL o .O�.N _ 1. f M1t�^a_,Y:9•.014"C;:„I,- :#•Y '41.• U o a CL 1• ' 1#1, LL • ! , �•=t-1::=�•i.i^'-•.Uai is}✓i.US1F,stili>,xii �ri�,:' ..# � or 3/4 P.oadwal � ti r Standard # Curb Gutter r- 7i 2• -6" ' :> > (Z � ;N J v 1 _ c0 (Li tu a 1 �f tip ro N '. Roadway { + Watertight 'Piug 3= Mi n. r to n.� �. "( Grade a r`� ay rConr-Servic_ ihe, if C. 1 . Min. 'Grade 1 TYPICAL SECTI O.N Note; Embedment and backf i 11 as required for adjacent sewer main shall be included in the price bid per sewer . m service complete in place. ---------------------- y • 4 L Standard Cur C Gutter' Secti n M I �i vt L•-Service Line C: cn ' ( 1 ) Sewer service line local4 t❑ -be narked with red- v=ny', tape at least 3" wide enL lo mil thick attached t c NOTE: th.e end of the service an= Tees Wi 11 Be Used An,,Al l Service extending thrI66h ths' back- Lines Constructed At Same Time is fill at the point of house q;, Pu51 i c .S�wer. • service connectian the proposed curb.7 ' SERVICE LINE DET ILS FIGURE . IIS E1-:'ra:e^ rial _ E2 C%onszruct.ion i . ' e ! 6" SANITARY S ER CLEANOUT CASING {CAST IRON OR PVC) RUBBER SL COUPLING i COMPACTED AS SPECIFIED OR INUNDATED SAND 6' STACK 45' BEND a 6'5X8' WYE' d•• •,• PLUG • .ate 't i MIEN f� l � I9AIf�NIip9ill94 it I f i�1f�II�IiN��II� I IIS I � ��I rl-�-+���t� JIM .. .. r-+I III \CLASS 3' CONCRETE EMBEDMENT 6" MIN NOTE: TYPICAL • . A. WHEN MAKING GONNEC77014 TO ,SANITARY SEWER MAINS, USE A WYE CONNECTION. THE CLEANOUT STACK WSTAJkFD SHALL BE OF THE SAME P/PE-MATERIAL AS 7HE WAIN UNLESS Tr/E EXIS77NC MAIN /S CONCRETE. NO CONCP,ETc CLEANOUT STACKS SHA:, BE INSTALLED. NT B. THE SANITARY SEWER MAINLINE CLEANOUT SHALL BE' CONSTRUCTED IN SL+cr q A MANNEP• AS TO CLEAR EXIS77NG U77LI77ES AND PROPOSED FACILI77ES SUCH AS ST✓OPM SEWER MAINS, PAVING, SIDEWALKS, P,ETAINING WALLS ETC. - THE CLEANOU T STACK AND CAS77NG MA Y BE PLACED IN 774 PARKWA Y ,VD IN VEHICLE 7rP,A'r'C AREAS NECESSARY. • : D. FOR COMMERICAL YA,,VUNf' CLEANOUTS, USE,CAST IRON CLEANOUT CASTINGS ONLY. _. REPLACE ALL SEWER SERVICES TO 7:-YE PROPER 7Y LINE IN VEHICLE 7?,AFf7C AREAS SANITARY SEWISP CLEANOUT SHALL, a= OF s I/PoIV. � r FRAME AND COVER COMPLETE WITH CONCRETE COLLAR WHERE WATERTIGHT MANHOLE INSERT ANDUDETAILESHEETN02HEET 2 ROWS BITUMASTIiC JOINT SEALANT BETWEEN ALL ADJUSTMENT JOINTS Q Q 24• PRECAST ADJUSTING RINGS MIN. PRECAST CONCRETE CONCENTRIC CORBEL SECTION w r o ip OUTSIDE TO BE WATERPROOFED U WITH TWO COATS OF ASPHALT z x EMULSION (SANITARY MANHOLES ONLY) PRECAST CONCRETE MANHOLE r WALL• SECTIONS IN ACCORDANCE: a WITH ASTM C478 w rp 48'DIA.FOR SEWER - PIPE THROUGH 21'DIA. m AND 60'O(A.FOR SEWERS THROUGH 36' DTA.UNLESS y OTHERWISE NOTED FLEXIBLE ON PLANS. PIPE GASKET CAST INTO STRUCTURE AT ALL PIPE Z PENETRATIONS "6' 2 Y200 CRUSHED LIMESTONE PIPE BEDDING' INTEGRAL MANHOLE (4'MIN IMUM BELOW BELL) w BASE OR PRECAST CONC,SLAB (6'MIN. 6-GRANULAR CUSHION .. THICKNESS)PER ASTM C-478 SECTIONAL ELEVATION Rp STANARDI MANUME PrEMT CITY • Y+.+.x.K•WfW�• - ^-•u1W.Wr "•.•f2�ItV:if:aLYlWtii1W iM.riwarrr.wr. •� —_—_ .u+'.M.w• —u a. r. - •••gyrLs.vr•u • CAST IRON MANHOLE FRAME CONCRETE COLLAR WHERE AND COVER COMPLETE WITH REQUIRED,SEE PLAN.SHEET WATERTIGHT MANHOLE INSERT AND DETAIL SH)ET D2 on a �X ~ 7 24'MIN. \—'2 ROWS BITUMASTIC JOINT SEALANT CAST IN PLACE MONOLITIC CONCRETE MANHOLE WALL w AS SPECIFIED' e u OUTSIDE TO BE WATERPROOFED a WITH TWO COATS r DF ASPHALT a EMULSION w y w CD 48'DIA.FOR SEWER PIPE v C(%ST IN PLACE THROUGH 21'DIA.AND 60'DIA_ J MONOLITIC CONRETE FOR SEWERS THROUGH 36'DIA.a MANHOLE WALL AS UNLESS OTHERWISE NOTED ON PLANS: BENCH MIN,SLOPE SPECIFIED OF I'PER FOOT 3'MAX FLEXIBLE PIPE z GASKET 1#w " TROUGH qp ( CONCRETE EMBEDMENT ` •' TO FIRST PIPE JOINT (SEE CAST IN PLACE MANHOLE '.;;': •::;,." ' ' BACE SECTION DETAIL) !" • CAST-]N-PLACE (CLASS F 6'GRANULAR CUSHION. 4000 PSI CONRETE) MANHOLE 'BASE (SEE DETAIL) SECTIONAL ELEVATION �r STANDARD CAST 1N PLACE OAANHOLE SMOOTH TRA4ON FLEXIBLE WALL CONNECTION REDUIRED BE (TYP•AT PIPE ENTRY TO MH) PIPE AND CH SLOPE TO DRAIN PIPES ENTERING AT ANGLES SHALL BE PROVIDED W17H A 'L►'CHANNEL SOF PIPES INSIDE DIAMETER LINES STRAIGHT THROUGH MANHOLE SLOPE TO DRAISHALL BE PROVIDED WITH-A 'U' CHANNEL OWE HALF OF PIPE INSIDE YIEW DIAMETER 2'-0' 6• 4' M1N. 2'MIN.IF PRECAST_RISER ; SECTIONS ARE USED : ' CRUSHED 8-CAST IN PLACE 3`SANO CUSHION MIN.- LIMESTONE (CONC.CLASS F- 4000 PSI) CONCRETE ENCASEMENT BEDDING MANHOLE BASE WITH WIRE USED ONLY WHERE FLEX MESH REINFORCEMENT OF WALL CONNECTION IS NOT MINIMUM 0.5 S01N.PEft FOOT IN BOTH DIRECTIONS PROVIDED THE MINIMUM DISTANCE BETWEEN THE INVERT OF THE DOWNSTREAM PIPE AND THE TOP OF THE MANHOLE BASE SHALL BE THREE (31INCHES NOTES: I.PIPE SHALL BE EMBEDDED IN CONCRETE TO WITHIN OF THE FIRST JOINT FOR RCP AND DIP UNLESS A FLL EXIBLE HALL ECTION IS USED, LIMESTONE CONNECTION IS USED.IF A FLEXIBLE WALL CONN EMBEDMENT MAY BE USED. 2.IF FLEXIBLE OR SEMI-FLEXIBLE PIPE IS USED FLEXIBLE WALL CONNECTOR MUST BE USED. 3.FLEXIBLE,WALL CONNECTORS SHALL BE PRESS WEDGE, A-LOCK,PRESS SEAL (PSX GASKET)OR APPROVED EOUAL. - BASE SECTIO! CAST IN PLACE MANHOLE i . r INVERT CHANNEL _CONC. FLEXIBLE BOOTS MEETING ASTMC928 CLAMP ON TYPE FLEXIBLE BOOT ' (CAST IN BOOT SHOWN PRESSED. MEETING ASTM IN BOOT ALSO PERMITTED) C923 A-LOCK TYPE CLAMP SECURLY IN ACCORDANCE WITH BOOT MFR'S OR INSTRUCTIONS INSTALL PIPE ^IN ACCORDANCE WITH BOOT MFR'S INST. WHEN PLACING FIELD-POURED INVERT CHANNELS, PACK ANNULAR SPACES WITH EXTRUDIBLE PREFORMED PLASTIC GASKET MATERIAL TO PREVENT INVERT CONCRETE FROM ENTERING SPACE BETWEEN PIPE AND FLEXIBLE BOOT SANITY MN PFE CONNECTION DETAIL �a..x.r''h.�'�"�'•.�.�a�•'41�itua5a�"- -"�i54.''i.a,..;7.;^:'u1tiYC`m'�`�.,.^Ye;;ba�nt�tlk;'%•�.:n^�i',•..+!�:s�*�`3�r•` �. t�`._ 'a'm'G'"__:_�s-%aapr. m' � W++� R:'�`r'gt'S4SiE`8a�:���lt� iili�.,a;:w. f,F"�::�'�+�.:v"9_�„�••,,,..: TABLE 2 INSIDE PIPE MAXIMUM TRENCH WIDTM DIAMETER AT TOP OF CONDUIT 6' 3'-2- 8. 3'-2- 10, 3'-2- 12' 3'-4' ' 15' 3'-6' 1@' 3'-10' 21' 4'-4' 24' 4'-8' 27' 4'-11' 30' 5'-3- 33* 6'-0' 36' 6'-4- 42' 6'-11' e • e TRENCH WIDTH TABLE 2 fix. - =3 w -- c V C f- C LLJ C7 En W �. 4`? p - UJ in ad ui r� cr- WO ? �LL- � - (-q w QF"Zf- Ld Lo- CL s- Z mLa aF'oy�Wv4- c�t �cY��xd� }" CL OC) l— rL. =Cl W cq ZZ XO - a iW..093Z - F-W �_ J> T.�,. t O• O^ Q Li LLI - c):2 Q tiLU X al k2. 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J o z r' r+ Q<Lw CK - o p 1 }� 4. }a Q �w .mow x� ui Q Ur Ha, 1 a zw r Q F- G' LIM w w w w 'Appµ .JWV ��W�<}-O ,r I�11 I�VA lA1A aaZ U - >-1-� y` w4QoIT -w Wy J NSw �. ver'r- cn vcm - aw zWU<w COL N_rz w =tn2w oiz �nJL5wc - JJ OV w az t1Waa-1C4gp f•�"JF--OWJo O-w }O-Zw <li x mO QIwLlj 1MIR, M.. o,n Z,--,-Lu p z aau> J a o <p0 Zw=QpK.Z J U W 7� df-7d Wwas aow h, n:�w p�er„`9 pv W cn El�ll: j TYPE "C" BACKFILL IIS II= SEF SPEC. E1-2.4 . _.. •- ,:: -.==y•-:--... I I G.C.D. MINIMUM 6" INITIAL BACKFILL COVER 7:E SAND MATERIAL EMBEDMENT p! do INITIAL BACKFILL O SEE SPEC. EI-2.3 G.C.D. l._ MINIMUM EMBEDMENT SII ''�:•K ••-�_-��:.,.:.. _��-�-: II— till— 11 11 �f II�=I 1 I_ z WATER:- SIZES UP TQ AND INCLUDING 12 _j e> ' ILII=1 In TYPE "C" BACKFILL SEE SPEC. E1-2.4 COVER: '•�":s;� .,.ti.:::y.�.`. {IT G.C.D. Z w�►u ui ay}TIAL BACKFILL = =:. _ I I: W WATER 6` ' RUSHED STONE OR SAND 0 SEWER —.t2' II=I- r _- I I MATERIAL INITIAL BACKFILL W STORM DRAIN — 12" SEE SPEC. E1-2.4 b) OR LD E11-23 G.C.D. MINIMUM EMBEDMENT CRUSHED STONE z SEED EC. E1-2.3 WATER: SIZES 16 AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES 0 MATERIAL SPECIFICATIONS Q Ld SAND GRADATION 0 *LESS THAN 10% PASSING #200 SIEVE THE EMBEDMENT ANDD- BACKFILL DETAILS PR041DED,ON THIS •P.I. = 10 OR LESS SHEET SHAREPLACE APPROPRIATE PROVISIONS OF-BOTH J THE El-2.4(b) AND E1-2.3 OF THE G.C.D. AND STD. SPEC. OLS ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR f— STREET do STORM DRAIN CONSTRUCTION. ALL OTHER z r CRUSHED STONE GRApATION PROVISIONS OF THESE ITEMS SHALL APPLY. O U SIEVE SIZE R RETAINED J } SEWER & STORM DRAIN Q 1/2- 40 175 WATER, I-- 3/s` 55-90 EMBEDMENT AND, BACKFILL DETAILS f4 90-100 # 95-100 CITY OF FORT WORTH—coNSTRUCTION -STANDARD FIGURE A n ATF!9-1 a-09 SEWER EXISTING TEE CONNECTION SERVICE LINE FLEXIBLE COUPLING 124 MINIMUM (CONCRETE ENCASEMENT) STAINLESS STEEL BANDS NORMAL CRUSHED LIMESTONE BACKFILL OR CONCRETE ENCASEMENT WHERE INTEGRAL TEES ARE NOT PROVIDED. MAX.45' PIPE BEND (IF REQUIRED) TEE CONNECTION WITH INTEGRAL TEE FLEXIBLE OR GASKETED SEWER COUPLING 6'MINIMUM SADDLE (AS SPECIFIED) (CONCRETE ENCASEMENT) EXISTING SERVICE •LINE MAXIMUM SLOPE 1:1 MIN.GRADE 2 SEWER r e NORMAL CRUSHED LIMESTONE BACKFILL NOTE:FOR SERVICE CONNECTIONS TO OR CONCRETE ENCASEMENT WHERE HOPP WHERE PIPE ENLARGEMENT METHODS INTEGRAL TEES-ARE NOT PROVIDED. ARE USED,SEE SPECIFICATIONS SECTIONAL ELEVATION NOTE: SEWER SERVICE LINE LOCATIOti TO BE MARKED WITH RED VINYL — TAPE AT LEAST- 3'WIDE AND. 10 MIL THICK ATTACHED TO THE END OF THE SERVICE AND EXTENDED THROUGH THE BACKFILL AT -THE POINT-OF HOUSE SERVICE CONNECTION _ TYf�C�+l. SERVE RISER CONNECTION o. 12" BROKEN CONCRETE RIPRAP, HAND PLACED. r.r *.STANDARD SPEC..2.24.3 3" SAND CUSION 12" FILTER FABRIC GRADE STANDARD SPEC.•2.24.4 STANDARD SPECIFICATIONS FOR PUBI..iC. WORKS CONSTRUCTION, ADOPTED JUNE 24, 1993, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS R1PRAP DET . r A 4-•3 DOWELS - B SPACED EVENLY t R � A (FM DROp OF LIV TO 2.01 NOTE: DO NOT DEFLECT THE PIPE NOTE: DROP TROUGH WILL BE POURED MONOLITHICALLY WITH CAST IN PLACE JOINT IN LIEU OF HYDRAULIC BENCH,OR DOWELED AND GROUTED SLIDE.NO EXCEPTIONS. Tp PRECAST BENCH. MANHOLE WALL 1/2 I.O. 2'IMAX J.� HYDRAULIC SLIDE DETAIL RESTORE_ SURFACE AS SPECIFIED EXISTING• SURFACE BACKFILL AS SPECIFIED CLASS E 1500" CONCRETE 4' MIN. D e .r .r ° •°, r°• :°. ° W MIN. 6- FOR IQ=24' OR LESS' 9` FOR ID=27' OR MORE Ct3NCRETE ENCASEMENT DETAJL �h�Mesvua a�tu. _ ....y .�.�- e.....�,x:u. •---�oancc•• - __ __ _ . .•.s:: +.aye/ i k Ld w CL TRENCH o a_ WIDTH COMPACTED BENTONITE CLAY LL OR 2 - SACK CONCRETE TRENCH �- 6' MINIMUM INTO UNDISTURBED SOIL MINIMUM WIDTH IN SEWER PIPE LONGITUDINAL DIRECTION SHALL BE 4'-0' FOR CLAY AND I-0' FOR 2-SACK CONCRETE c NOTE: ON EACH SEWER LATERAL WHERE EW PIPE IS INSTAL L CLAY INSTALLED BY PIPE BURSTING METHOD, DAM JUST DOWNSTREAM OF MOST DOWNSTREAM SERVICE RECONNECT r CLAY D9 DETAIL 04/01/2003 11:49 3325478 FW WW PRGM YCH PAGE • 01' • ter: '•S: -RS •• • , I } .• .�. ;_,, . Arid�r ri�fie ?llfflfte{d: srations : ►+. :__ r. ,. .• .. 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' • • . • •• ' ��-u �'k �• •Wil„ . ••f• '��:• ..•t: - , ••ii.: ' °(• � �.µy�;1,jc.s.:,.'W; •' ::f :.J .. ., ^ .,_,may��, ?:• •'•�' •�:.••!: '•'• .:.r - r:•f' ,_.. - '1••L'J.:'• ''`y ,�fiyll.•,. .` y^ •,t. �,�„+•a•:.•.(•, . 04/01/2003 11:49 3325478 FW WW PRGM YCH PAGE 02' t .y;. METER-BOXES- r SEGTlU1 ' 1 � to €3:ALAS; 'A"1F7 EJJ8 t8A, 'S�G3 t;' N:tion°civ J. of water ta,etei�°bo�ees; E��. �'' .� : • �1.'F.$A:: z.. er�8 `,; ..ceded' :for use: ; with cealmSt'•tyy' +<�[y?�'.,� t4 �(,i.,ryy '•• :is -• � . El ..1$A:;��T:�t` 5 `;: ,r;- ���f '. T: :fiCftended'. ••for.. rise •with 'for use ,'with serrrice ' *Ji ;ti. nor .a?4 s. ; ... , 'r E1'.1:'$A'. CON " U .#t�+: sr meter. l odes::add it 'n ?�j,;•• ' cove riis crncf ;iis � ' 'yvrl iie< `sp�iice crf.a rectarular }f;t. •i r.'y',.;r 4yµ .�55' '? t. , a �'l�r•'c ` '11C:!?1 �! 7 'I,b.�..'/�i 7'Lrr`'l319i-'i. 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Y'• 7"'-r�.'-'"c i��:r •_: f _ , :;1' r%•t J"c'. y •r �yy•/�•� {r��.'..,�Qy � ,•.. a oz lO '•�'?' - _ i,?• r::f•; '. :�- •:,BVI;' :;',,, +7 ;=' G:J �; .41 Iz ,J< ..i Vii.:. ., .;. x:Y•.,� � � ty}:..%;.. t)t _ ms'''µ•'�;�j•�"µrF•�ii •:. w.- •5. 1 is�.:• �•}••:1;,..'t. 't ^t` ...tY'•A�:!`.'o't.:� ''i'�i''��•�•tr �;,(� :.'•'�': + 't' �• '.>. �df.4.y�..:• y '`'r.: ..: `nE%cel-'•�'`�..o-�t��`.v"" :•i,�';� _ � ^;:' •T:_ .Y.r' .:;�e�`,�yYi,+����hiyy�,ty�r,l •'c ' ♦ 't _ _ •,.Y „;t-lr S• i:',P�7 fir.'• • ,'..tom '. s F :>}`' K,'1<f'' 'i• •' ;� s ir . Y 777 INTER 'Ile. ��, "`y' r;.: '� ,•.•.�. Fit. ��_ '• • ���:'�' � en Lt '1 �A�'1. fi,'.�I. +:,••,•.Cf 'J7•��' l�♦:Jr1�y�y"' � 14 el • t - • 'v ,.t '1"• ..f.��':C�T,UUU�.f�..'+jy., _. . �. :::;•-�h•,., cam•:,. �:•,.' 't , •...xaur_•„x:,cxa.:nnaoanta+..,ttt. Edi:�•rhV:srirall�4:�iY�\:\�•,'p�n"4r"^ryu-•ti,.c-x::.5,:.•�;.r.�• rssne,:i.T, '��± s s� if] Lij cr- La 14 Li fAlm low xp rp • j l�.• T -r ,'•��:`ti:r�' ':'••b'a'y•'4 'i .. =�. .' .' +' '•r•�:{+•'�.;:���"�, '.`='•fes-+�;"'.^'"{' - • •.t! � � -+`'ti�' X31 .t �� •x ':•: CP r W AA `a'• ;���'r:ms's :,s .' , V.: i.A • •• •.,'. ' ? •1 �< '.v.. ^0.•" .. _ .� • •. •' -• r':Iry ,x'•1.:..4~:1�,� • •..'.• OWL p s lop r .i a. -13- PROJECT DESIGNATION SIGN SEWER AND WATER r r r r r u + t Al -'Wit;:: �' S�'��-,�7•,;��s7.7$•Yt �Y�'..,.':h„�";�`�: fill- MV ila2i�1�'.-%"r F+•�^.r =- ai r�:.��,,.:�.. +�f�y •� 7pu��.!�ae .�. •- j D ��•�_ _``�.r �������-� �� JAI ` .�'i..�'--.•'r}t� C ,Sy ti L kid h. -�• ••T^: r' �f�.rs.-J'Y 43 v4' 1 t t•^_ '�_��� t��`• I � � "��S�� FIe'wPTy�_�,p t. ��:.': i:lY•.� 1 ''sem ;ei�u? ;��:k-•ct'� t � p pw -14- PW SPECIAL INSTRUCTIONS TO BIDDERS (T&PW) r SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) 1. BID SECURITY: 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%)per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit 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 the state'of Texas. In addition,:the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations petted 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. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection,the successful bidder shall be required to furnish a performance bond and a payment bond,both in a sum equal to the amount of the contract awarded. The form of the = bond shall be as herein provided and the surety shall be acceptable to the City. All bonds famished hereunder shall meet the requirements of Chapter 2253,Texas Government Code. In order for a surety to be acceptable to the City,the surety must(1)hold 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, 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 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. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in 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 contractor 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. All contracts shall require a maintenance bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two(2)years after the date of acceptance of the project from.defects in workmanship and/or material. 09/01/04 1 3. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1,Item 8,paragraph 8.6,of the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas,concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In 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 proposal. 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 RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: r (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, 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, 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 open at all reasonable hours for inspection by the City. The provisions of the special provision titled"Right to Audit"pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors 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. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department 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 independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability(Bodily Iujury-$500,000 each 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 REOUIREMENTS: a.- The City, its officers, employees and s&vants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. 09/01/04 2 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 project. c. Any failure on part of the City to request required insurance documentation shall not constitute a 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 must 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. Deductible limits, or self-funded retention limits, on each policy must not exceed$10,000.00 per v. occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider. alternative coverage or risk treatment measures through insurance pools or risk retention groups.The City must approve in writing any alternative coverage. I 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. 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 upon to contribute to loss recovery. k. In the course 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 liability claim or lawsuit or which could result in a property loss., 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. 10. NONRESIDENT BIDDERS:Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a non resident 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 bidder to obtain a comparable contract in the state in which the nonresident's principal place 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 contractor whose ultimate parent company or majority owner has its principal place of business in this state. 09/01/04 3 This provision 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. M '40RTTY AND WOMEN BUSINESS ENTERPRISES: In a 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 MBE/WBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM (-with Documentation') 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 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 tht bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business enterprise (WBE)on the contract and payment thereof. Contractor further agrees to permit any 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 commission of fraud by the Contractor will be grounds for termination of the r„ contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation facts (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 of not less that three(3)years. 12. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves 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 UTILIZATIOR FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM, and/or the JOINT VENTURE FORM("Documentation's as appropriate is received by the City. The award of contract,if made,will be within ninety(90)days after this documentation is received,but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified 13. PAYMENT:The Contractor will receive fW1 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, and 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 Information regarding the status of addenda may be obtained by contacting the plans desk of the Department of Engineering Construction Division at(817) 871-7910. Bids that so not acknowledge all applicable addenda mayberejected as non-responsive_ 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation Insurance Coverage t. a.Definitions: 09/01/04 4 Certain of coverage ("certificate's. A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, -or a coverage agreement (I'WCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's 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 entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted didctly 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 supply deliveries,and delivery,of portable toilets. 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 mast 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 goverarpental 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$hall 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. 09/01/04 5 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, infomning 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 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 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. 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. 09/01/04 6 k The contractor's faire 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 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 Compensation 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" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" 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 identity 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". 16. NON DISCRDIINATION: The contractor shall not discriminate against any person or persons because 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 13A-21 through 13A-29),prohibiting discrimination in employment practices. 17. AGE DISCRIMINATION: In accordance with the policy("Poliey") of the Executive Branch of the federal government, contractor covenants that neither it nor any of its officers, members, agents, or employees, will engage in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terns, conditions or privileges of their employment, discriminate against person because of their age except on the basis of a bona fide occupational qualification,retirement plan or statutory requirement Contractor further covenants that neither it nor its officers, members, agents, or employees, or person acting on their behalf shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirement Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted ly 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. DISCREMaNATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990("ADA'J, 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 �a 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 with the above-referenced laws concerning disability discrimination in the performance of this Contract. d 09/01/0.4 7 19. PROGRESS PAYMENTS,FINAL PAYMENT.PROJECT ACCEPTANCE AND WARRANTY: a. The contractor will receive frill payment(less retainage)from the city for each pay period. b. Payment of the retainage will.be included with the final payment after acceptance of the project as being complete. c. The project 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 Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. £ In the event that the Bills Paid Affidavit and,Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 09/01/04 8 -15- SPECIAL PROVISIONS (T&PW) CTTY OF FORT WORTH,TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: NEW YORK STREET RECONSTRUCTION(FROM E.ROSEDALE STREET TO E. TERRELL STREET) Project No.00057 Sewer Project Number•-P274-541200-70817 00057 80 Water Project Number P264-541200-60817 00057 80 T&PW Project Number 0200-541200-02840 00057 80 DOE Number 3910 File No. K-1856,X-15812 UNIT 1: WATER LINE REPLACEMENT UNIT 2: SANITARY SEWER LINE REPLACEMENT UNIT 3: PAVEMENT RECONSTRUCTION AND DRAINAGE IMPROVEMENTS 1. SCOPE OF WORK:The work covered by these plans and specifications consist of 6'H.M.A.C.pavement on 8" lime stabilized subgrade(Bid Option A) or 6"reinforced concrete paving over 6" lime stabilized subgrade(Bid Option B), replacement of the existing sanitary sewer and water facilities 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:Contract may not necessarily be awarded to the lowest bidder.The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. Contract will be awarded to the lowest responsive bidder. Bid Alternatives: Pavement Replacement may be bid according to the two alternatives described herein: ALTERNATE A: 6"H.M.A.C.Pavement on 8"Lime Stabilized Subgrade T'Concrete Curb with 18"Concrete Gutter T'Concrete Valley Gutters ALTERNATE B: 6'Reinforced Concrete Pavement on 6"Lime Stabilized Subgrade T'Integral Concrete Curb The proposal sections of the contract documents are arranged to allow the Contractor to submit one single bid for both units combined This document is designed as one contract and shall be constructed as a package.Award of contract will be to the lowest responsive bidder for Unit 1 and Unit 2 combined. 3. 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 The 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. 4. WORKING DAYS:The Contractor agrees to complete the Contract within the allotted number of working days. For Unit 1,Unit 2&Unit 3 combined,one hundred twenty(120)working days. 5. 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. 6. 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, 2pa 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 the 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 7. CONTRACT DOCUMENTS: 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 contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 8. 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 by the City Council of the City of Fort.Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. ' 9. CONSTRUCTION STAKING:Construction stakes for line and grade will be provided by the City as outlined on page 17,Standard Specifications for Constriction,City of Fort Worth. 10. TRAFFIC CONTROL: The contractor shall be responsible for providing, following, and maintaining a traffic control plan during the constriction of this project 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 Statues,pertinent sections being Section Nos.27,29,30 and 31. This traffic control plan shall be submitted for review and approval to Mr Charles R Burkett,City Traffic Engineer @817-392-8774 at least 10 working days prior.to the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the time frame established in the Notice to Contractor. The Contractor will not remove any regulatory sign,instructional sign,street name sign or other sign which has been erected by the City.The Contractor shall not install any sign on a city post, pole,or stricture without first obtaining written permission from the Engineer.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 817- 392-8107),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 tho 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 he Signs and Marldn sDivision to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed 11. 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 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 extension 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. 12. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of intemiption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project 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. I." 13. DISPOSAL OF SPOURI I. 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 ("Administratoel,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 contractors 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 with obtaining the fill permit, including any necessary engineering studies, shall be at the contractors 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 Director 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. 14. ZONING REOUIREhflMS: During the 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. 15. OUALTTY 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 in situ 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 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 delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 16. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 17. 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 warning 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 insulating 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 maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken 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). 18. WATER DEPARTMENT PRE-QUALIFICATIONS: Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in RIO accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 19. 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,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 photo copy such documents as may be requested by the City.The City agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter. (d) "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 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 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." CONSTRUCTION NON-PAY ITEM No. 1-CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item 10 in accordance with Standard Specification Item 102, "Clearin and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No.2-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. NON-PAY ITEM No.3-PROTECTION OF TREES,PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be reserved or restored after coin letion of the work to a condition equal or better than existed prior to start of work, r- 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 11 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. o+ 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. NON-PAY ITEM No.4-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. Contractor shall provide a sample concrete panel of one foot by' one foot by three inches dimension, or 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 this contract. The method of application shall be by screen,sifter,sieve,or other means in order to provide for a uniform color distribution. NON-PAY ITEM No.5—PUBLIC NOTIFICATION PRIOR TO BEGINNING 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 Contractor's letterhead and shall include the following information:Name of Project;D.O.E.No.;Scope of Project(i.e.type of construction activity);actual construction duration within the block;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 included in the Paving Details. 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 on the block/An electronic version of the flyer can be obtained from the construction office at 817-871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. NON-PAY ITEM No.6—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 yl 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 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. ' NON-PAY rTEM No.7—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. r r PAY ITEM—PROJECT DESIGNATION SIGN The Contractor shall construct and install two(2)Project Designation Signs,one at each end of the project.It will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times for the duration of the project.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 detail.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 3/4"fir plywood,grade A-C(exterior)or better. These signs shall be installed on barricades or as directed by the Engineer,and shall be in place at the project location upon or before 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 supports,and maintenance of the signs,shall be to the satisfaction of the Engineer. The unit price bid per each shall be full compensation for all materials,labor,equipment,tools and incidentals necessary to complete the work. 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 locations approved by the engineer. The intention of the owner 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 unit 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. PAY ITEM-6"REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314"Concrete Pavement,"shall apply.The contractor shall use a-six(6)sack concrete mix for all hand placement in the intersections.The unit price bid per square yard shall be full payment for all labor,material,equipment and incidentals necessary to complete the work. (b) Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor shrinkage,the following policy will apply: (1) When the crack is minor and due to shrinkage(cosmetic),then no further treatment will be needed. (2) If the crack is due to distress(structural),the failed pavement must be removed and replaced a minimum of 5 feet In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer.Screeds will not be allowed except if approved by the Construction Engineer. No deficient depth pavement will be allowed on 6"Reinforced Concrete Pavement.Deficient pavement will be removed and replaced at the Contractor's expense. PAY TEEM-SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH,TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1,October 18,1989) (Revision 2,May 12,1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2.(11)"Joint Sealing Materials"of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF FORT WORTH,and Item 2.210"Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH TEXAS COUNCIL OF GOVERNMENTS. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification.Before the installation of the joint sealant,the Contractor shall famish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated,documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer.Acetic acid cure sealants shall not be accepted.The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant r The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Coming Corporation,Midland,MI 48686-0994,or an approved equal. Self-Leveling Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED ****Non Volatile Content, %min. 96 to 99 MIL-S-8802 Extrusion Rate,grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 ****,Skin-Over Time, minutes max. 60 ****Cure Time,days 14 to 21 **** Full Adhesion,days 14 to 21 AS CURED-AFTER ASTM D 412, Die C Mod. Elongation,%min. 1400 ASTM D 3583 Modulus @ 150%Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete,%Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt,%Elongation min. 600 (Sect. 14 Mod.) +� 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal.The back rod and breaker tape shall be installed in the sawcut joint to prevent the joint sealant from flowing to the-bottom of the joint.The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them Reference is made to the"Construction Detail"sheet for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement,the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail"sheet or as directed by the Engineer within 12 hours of the pavement placement.(Note that for the"dummy"joints,the initial 1/4 inch width "green"saw-cut and the"reservoir"saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slung from the freshly saw cut joints.)The pavement shall be allowed to cure for a minimum of seven(7)days.Then the saw cuts for the joint sealant reservoir shall be made,the joint cleaned,and the joint sealant installed.During the application of the joint sealant,the weather shall not be inclement and the temperature shall be 40F(4C)and rising. 5.EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor.The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw:The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump:The high pressure cold water pumping system shall.be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint.' 5.4 Air Compressors:The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air.The blow- tube shall fir into the saw-cut joint 5.5 Extrusion Pump:The output shall be capable of supplying a sufficient volume of sealant to the joint _5.6 Injection Tool:This mechanical device shall apply the sealant uniformly into the joint " 5.7 Sandblaster.The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument:These devices shall be clean and free of contamination.They shall be compatible with the join depth and width requirements. 6.CONSTRUCTION METHODS 6.1 General:The joint reservoir saw cutting,cleaning,bond breaker installation,and joint sealant placement shall be performed in a continuous sequence of operations 6.2 Sawing Joints:The joints shall be saw-cut to the width and depth as shown on the `Construction Detail sheet The faces of the joints shall be uniform in width and depth along the full length of the joint 6.3 Cleaning Joints:Immediately after sawing,the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water.The water flushing shall be done in one- direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method,flushing the joint with high pressure water may be deleted.The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev.1,October 18, 1989) After complete drying,the joints shall be sandblasted.The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint Both joint faces shall be sandblasted in separate,one directional passes.Upon the termination of the sandblasting,the joints shall be blown-out using compressed air.The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination.If any dust or contamination is found,the sandblasting and blowing shall be repeated until the joint is cleaned.Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning,the bond breaker and sealant shall be placed in the joint Open,cleaned joints shall riot beleft unsealed overnight Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.4 Joint Sealant:Upon placement of the bond breaker rod and tape,the joint sealant shall be applied using the mechanical injection tool.The joint sealant application shall not be permitted when the air and pavement temperature is less than 4OF(4C).Joints shall not be sealed unless they are clean and dry. r Unsatisfactorily sealed joints shall be refilled.Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. . Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval.of Joints: A representative of the sealant manufacturer shall be present at the job site -at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials.The manufacturer shall agree to provide any replacement material free of charge to the City.Also,the Contractor shall provide the.Engineer a written warranty on all sealed joints.The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. " 8. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linea foot(L.F.)as provided in`MEASUREMENT"for`SILICONE JOINT SEALING",which price of shall be full compensation for furnishing all materials and for all preparation,delivery,and application of those sealing materials and for all labor,equipment,tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. PAY ITEM-T'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. PAY ITEM-HMAC TRANSITION: This item will consist of the furnishing 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 directed 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. 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 protection 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 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 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 U' 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 trick 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. PAY ITEM-ADR ST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade.The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM-MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer.Standard Specification Item No.450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or. plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. PAY rI'EM-ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified.No payment will be made for existing boxes which are within 0.1'of specified parkway grade. " The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work f 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 showir in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined " 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. .Ants �['l t'fiat,rllt t� ty rel cavi+ arlu deiJItslatuii&yO It,lWZ- tali i t�txcsxi: 1�atI�����r10Efrstr�til�t it��reoGGrl r��xfil; �°ti�trutit �,�? '����� : .�_ _ OPITr6pl 'fall-itf iktV cr+mp� " `q tip errs r�ra►tr�- l"l " i - �� __. 11rrc 111E1 rr frntaliYet9 d1J�l�lc J l7lll 4D� 4��. �Ir1L'iLfi i��eCrITLIl1h 3r7L1�r�rfeh L l a lhdvrt<ngerhit i'± er��+iw��Si�LS t3of€eat��,fti IP'j;t rl�rar tiffs�)9 thJ'7 �t �:. �Ltr yt�r r s �r r�rnd��.�r�� . A, w ' - 1livdti tFl�.t., Ilrii l�5r,, '�6, rte, i,, �., '�kr a 41� r� Lc9 M111 Ill 1112iii! fr �,rs 1s�1 ILI p# fti Y s all nelud Ii n e s` n 4 o all e r r f f -16- TRAFFIC CONTROL PLAN AND PAVING DETAILS r r r r W 7. _-: f' ROAD ,=•.w:r� '- i. WORK XI EAO .. _ • : - -- •._ r•. _ > - - = END ROAD WORK JS SL •�•j,�i ZQ - � -}i"'�:c.�r-:.r-_-_ _ ��:ia�i.i .. 'a• .-i:,i __ i3 .r•t-_ ,. . x 4•°- •. ._ ' .f 71• - _ - � -'rte + ---oma ai Q t7 _ o ww LL LL ' O RIGHT LAM O CLOSED: IO AHEAD n - " GMT LAN CLOSED ROAEND D WORK _ AHEAD • .• � i' — ---- =+- - - �' ---- -?- �—- •ROAD - .._--.�-- � ,WORK. rt._A - lu -_ - :�7 - - !V_1 N _ AHEAD. -Z —'''`• —----_-- - - - -Ci'`'_ :'�__ i3_�L�•e.t9c`1.�5:V-#'tis�y+.'�S} - I,T. •L- o This plan is submitted forTOP:faaf j._thlsRWh vid be bsed.forthe.follow%g locatior�(s):;=r=:,i =artd-that all channelizing devices will conforrtiao."General Notes"_as shown on the tiacic. -' '= `s_-- o =Signature: -_ _ _ i - Date:-�W =- - CITY'OFFORT:-WORTH = - °` '�?I k-71�t�ICY_WAYSTREET� _ - - - :, .T: - -. .r-: :�ONE;: NE CLOSURE= - __TRANSPORT Tf©N,#: - ."_-+-'------..r+._,.•. •!.a.a ..rr..r._.t_-.._nrt_..•a•MY.J•n.�.._..rr_-_ _ .+.ra.y..u_rr- - \...�C --•___.._.___-__- .-___--_ .—_•.__..""...-._.wa..... "GENERAL NOTES" - 1. All channeiizing devices shall be in accordance with•the current edition of the Texas Manual _ on Uniforrli Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. '-•-• 3. For Temporary y Situations, when it is not feasible to remove and restore pavement _J markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of confficting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing•of_-' 10 feet is required: 4. For Long Tenn Stationary work, all conflicting pavement markings must be removed_and centerline striping provided where two way traffic is in adjacent lanes, 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working",unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required- 7. City Traffic Engineer andior Inspectors may require additional traffic control devic__es TYPICAL TRANSITION LENGTHS AND - SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper ' Suggested Maximum Device Suggested Sign Le the L Feet S acin S acin Feet Posted 10' 11' 12' On a Taper On a Tangent .X. Speed Formula' Lane Lane Lane (Feet) (Feet) MPH Offset Offset Offset Dimension 30 150 165 180 _ 30 60-75 120_ " 35 L=WS2 205 225 245 35 70-90 160 60 _. s: 40 265 295 320 40 80-100 _. 240 — 45 450 -495 540 - 45. 90-110 -=z-.'.-320 r _ -- 50 L=WS 500 •'550 600 50 100-125 .400 _ •L=Taper length in feet W:Width of offset in feet_ • _ S=Posted speed Note: Buffer Zone will be•25 feet (maximum) --- LEGEND _ -T ••_ Q o g .c._: es Channer¢in devic — -•Tralermoenfed�- - - -:. _ ' - •_.:-__ ' arm-4 display' .ate...�---- _ - -- --- _ .. - _ - _ - _ .`�.: - ^a_� �--- —._.._...._.�--- --• --•- -• - -- •---:�;�'�iY:+.'__lr�. -------;---• ---,-- .. - END - ..• d.`_]ems_` ._ = —. 13— - XM C Q Ui _ LL _ T— w --_:�N RIGHT RIGHT LAN '. CLOSED CLOSED - -- -- -- - -- — — ..a _- - -- - -- - AHEAD •1 AHEAD 0 O o RIGHT LAN CLOSED i LAN O AHEAD SED ,, - _ •O .. .. _ _ AD __ o cc I _ ROAD JL WORK AHEAD ,,• t� _ ROAD WORK -' -- --^ - - -- - --- 4 -- -- -- +- - — -- AHEAD ccD -This plan is submitted for TCP: 1 certify thiszplan ill befor!he'following locations): - p - '--^-- ---- -- --. _ _ --,��_---- T----------cam _ - _ .r•r _ W and_that allYcFiannelizirig:devices will 6666iifi to',General Notes"as shown on the back ture: ---- – ==— D iff - CITI'.OF FOT T- _ -QF' i 1 - TxPICAL= .TWO._ LANE-,CLOSURE-- `--TRANSPORTATION -- ,: •. - ' - ote N :' - yp.1 SAN„B); .ems- zi L. ._)�_• _ -CYT•: ��sl - - - -- -------- •.-2 SignsROAD . .,-:'� :,. WORK �a�.. _;; �. ,. :.(Back-to-Back) ._ •-. -.+ =;:h:= END - - ig AHEAD -{ _ ROAD WORK 9- (Not Required For TCP Less Than One Day) Tc� - M7.0 _•~ •n ei�-+• _ is�e. ��_ •- _ �. _ - - . xx - e N M P.H. ' • 13 i •- 41 - - ® 3 jN.. ' o e v _j. O O N 5i ARL x O ' - o RIGHT LAN - CLOSED O AHEAD rL • IGHT LAN CLOSED AHEAD T.- ROAD d END r - .. .J.. ^ _. ... •- ...., _ '-- X ..- _ -__..._ �- .. �— ROAD VWRK -_- -- - - -- r t,: - - - - -- - - •• -- - ROAD ---` - - _ _ WORK AHEA - D' _ -_ _- o This plan is submitted for TCP. Fc_er fiV-ffis plan will be used for the-fottovgffj-ocation(s): -.ti :=t•��:�-_!'7 - YO and that all channelizing deviceswill conform to'!' Notes".as shown on the back.--------. -=--- -- •n -Signature:-- --- .---- - -_-t =-�.�.��_- .—rte_ �.--�..:r=-=:-�=:-= -----. -- • .- - - ---_-- -CONTINUOUS - - CI OF FORT WORTH ; "ATIQN �N LEFT .TURN LANE"DETOUR s� ROAD + WORK END FE AHEAD x ROAD YVORK — ONE LANE x^ t. :�•-_ - r... - s •, -_ — �',_-: ROAD AHEAD _ , . - .. (j,ti-i s _ .. a,a- e _ + _ .. .moi_- —_ •. . - _ _ it'. •aFlagger . t 100< Q a WW _.. + - - LL a j 0 03 f o � ' 2 Flaggers required whenever opposing traffic required o o Flagger Required On to use same lane. Collector/Residential o Streets.Additional Flaggers Fla erS Shall be in Constant o May Be Required Depending On gg IT Field Conditions. radio contact. o No congregrafing around Z flagger statidns., ONE LANE Q Flagger stations must be x ROAD AHEAD a lighted at night - ROAD -- - _ WORK. .:.� ---- - END �-- - -- — -- - - --- - - ' — AHEAD _SL ail: 3 - This plan is submitted for TCP. ! certify'this plan will be used r- e*following location(s)..___ o _ _. _`�_ :_..�.- -- }:_ - ..- •- -- _ rte._ -,�� __�'-�=_:,r�^�zi----«-�r•�:.���-7'_=,.`��---••- and that all channelizing devices will conform to"General Notes°as shown on�the •_ __._— _ •�..,__- T<±:..--s��': -t9'ci' _ _ �,at err..tom-_ _- ..__ ._ _ ..-_..' - Signature: •-- ..._:_— .. . . . . :f ,:; _ - - - . -• .. CITY-OF_FORT-WORTH - _•=~ TYE'ICA -TWO-WAY _STREI=TF, -- - -LANECLOSURE. - - -- _ - - - %TRANSPORTATION Note: -- — —_- — - = a f.• = _ _ y__ �f -• _ "GENERAL NOTES" 1 1: All channelizing devices shall be in accordance with the current edition of the TexasManual on Uniferm Traffic Control Devices. t 2. All Traffic Control Devices shall have working visible warning lights as'required in . accordance with the current edition of_TMUTCD. - 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings,'channellzation must be made dominant by using a very close device spacing. -This is especially important in locations of conflicting information, such as where traffic is - directed over a double yellow centerline. In such locations; channelizing device spacing.of `� 10 feet is required. zF - - 4. For Long'Term Stationary work, all conflicting pavement markings must be removed,and - centerline'striping provided where two way traffic is in adjacent lanes. 5. Contractor shair provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction *activities. All sidewalks and JIM crosswalks shall be aocessibie when contractor is not working unless otherwise approved by the City Traffic Engineer. - 6. The use of trailer mounted ARROW DISPLAYS may be required on"all lane'closures. The contractor shall provide one (1) stand-by unit in good working'condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors,may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet SP acin Spacing Feet Posted 10' 11' 12'. . On a Taper On a.Tangent Speed Formula' Lane r Lane Lane (Feet) (Feet) .X. MPH Offset Offset Offset Dimension r 30 150 165 180 30 60-75 120 35 L=WS' 205 225 245 35 70-90 160 60 - 40 265' 295 320 40 80-100 .--240 71 45 450 495 540 45 90-110 50 wL=WS - 500' -550 600 • 50 100-125 400 : " 'L=Taper length in feet — W=Width of offset in feet• S=Posted speed.. Note: Buffer Zone'_w'n be 25 feet(maximum). - LEGEND o o -.C(sannercaing devices -__'= :_3, 7 - --.•Tnuler mounted --— : --�-,—__.,._ - _ arrow dlSplay---- - ��T_ - _-- •z t=.s;,,.y::-},�.. � - .•Mr..., ... ..._ _�'. _-�.:Y_ — -_ - - .mak' .••y,�� `' ..• .:moi.:-:•�,y t:•r-=- - '��---- `- V,.y.• •h^•A..T• .-... _y_rw... - _-... •t+Cw�+..aa{��-.-_.._�—r..._.. _ _ +ti.�...+r.,+..s'?ash _., . - -ma=r-• - •-r �.:'i _ ,;-"_ ri,. . •-c- � _ � �""._,•=, i:;• __"--y''_'" -- -, Flagger -• _ ��__•_ Z._•_.:,y .s TOUT 1' `e Z- .., �: - _ .' •. .ice t.. _:f:- _ .: .. /Lw. ••=.�. .- .• - ' END - - � - _ •- ROAO WORK 13. n. - o c U.Z :3 o o LLd 93 13 O 13 n • I .. C LANE - LANE � BLOCKED BLOCKED 1 2 3 LANE S BLOCKED LANE BLOCKED _ -- 1 X 3 123 i ROAD ...._ _ • - WORK 'AHEAD .ROAD ---- WORK ft--� L -' - ---- :._ _ .. ".. .z-ice= jam. ..�._}_—..J t�� -a_ .. • ��+:�.r`*...... � - __._�.�• _-- o This plan'is tub* for TCP:( certify this plan will be used for the following location_A'-:-CD -- — —-Y 111 11� _f:_ & M and that all.charineliz'ing devices e66 11 Motes"as showri'on the back:._;, - Q Signature 1 . TYPICALnNO_WAY:DiViDED ARTERIAL-=- = -- - CITY:;OF.FORT-WORTH = :.TRANSP_O = ' _ONE--7- NE - - -- ----_ ' r RTATION __ k. � _ - -- ; ANnr_ -"=-i Note:,:* :� _ =-: _ _ _.;' ._ • _ : - - _ _ : :. . i.�•a..,,.ti � `_^_-.-•^-�.�—.�_..ss.•:.a.::.•w.sn:�srr+au_•;:�rac-aayc,ti_': "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the-Texas Manual :a on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not-feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is IF directed over a dobble yellow centerline. In such locations, channelizing device spacing of 10 feet is required. t� 4. For Long Term Stationary work, all conflicting'pavement markirigs must be removed.and centerline striping provided where two way traffic is in adjacent lanes, . 5. Contractor shall provide sidewalk closure, crosswalk closure andlor walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer.- 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure-set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len "ths L Feet SP acin Spacing Feet Posted 10' 11' 12' On a Taper On a-Tangent X. Speed Formula' Lane Lane' Lane (Feet) (Feet) MPH Offset Offset Offset Dimension 30 150 165 180 30• 60-75 120 35 L=WS2 205 225• 245 35 70-90 160 - 40 60 265 295 320 - 40 80-100 _• 45450 495 540 45 90-110 --- —7-320 -- :: 50 L=WS 500 . 550 600 50 -100-925 '400 : - •J- ___« fit, - _ •� ,--V _•_ •� ��Vii.—__— 7 1-3r�=i.— �'�. '—'�_$_�T—.�_..��••�• J ;. - —:--- 'L=Taper length in feet W=Width of offset in feet S Posted speed - - -Note: Buffer Zone will be 25 feet (maximum). LEGEND -" _hanner¢ing devices — -- - - _ - — - _... .-- --- -- .--2r%wounted -_ _ arivw didisplay- .e....:�+•_ .. ._. .- .,..•:""" --•--- -- = _ -_-='.w��. __._._• _^^=mow=-.__Jr `�''__.- •. _ t• .L V --`ter• _ _.` ___-�;���. ��Y��_:_ . �FyyYy� S rw•w u ` —! t 9 `Lr _LL W I z f..... z .,....... X LU O_ Wm a..n..• _ ¢ :Tljis pian is submitted for TCP:'I.certify this plan will used fd the fo(ioWidg location(s): . . ..arid that all channelizirig_devices:will conform.to"Gen_ eral Notes"a_s_ shown on the back. - -_—_- ---_ - ---__ _ � '�� L=-�-- -Date:_ -- - — --- __ �- -Signature:_..---..�: __ = - ���` - - - - - ---- - --- -� - - - CITY.OF-FORT.'WORTt-I =f ,�;�� ��--�.=1:: _ _ :,r- =; ___-__-'�_-__'___'� --__-'_--� _----_--_----_''__----_-__'-___-_-_'''___-__'___'_----- ._^�^-~~� � _�-��____--_'-_-_'_--_�_---_~-^_-~-�____�-_-'_-_____'__--__-_ '_-'---'_-'--�-_ ^_-_--^_.~-- � . _' -' --_-__'-___-__-,_'-_ ��^=`^�`�^ "�°u�^=usw*.^���"��^�� . W C W V • = V V u 1- � ►- Z _ � W _3S V 2 p O H 1^ O - • — V d V =1 W w O x w sg 0.0 a- H o_ w 4L N Rte ►- wp Llit F J Y L w I t.l h Z -�S JLJ - { w < U < o t a >- z �r�y XI t U) - w = C" < Z W 1 > U � O < a LtJ x c t W F L LLI I 1 i C) 1 _ LL LA- O a „ W ►- ¢ W CLJis•> > > — c o Ac W V A s U c O x W V u h W C < - • h 3 J L O J x = t F 7 �c Z r. O �' O • ~ 131I G 4kl[36 H�M7111 W ►.u o t O 2 L !• W t W u 0 V W Z — u �1- O = W J O W i.- C t = J Y ♦ V o u,� o s c s o c • < ti /- n o W W ' h h x r 340b Addendum 3 •:n• ds -e:w.4.y.... :. '+.� �c:N..'c...PC4,'.'" �•.;.' �"�"": +'a��`1��:a eh��iktiy�a�.4` -:_�.a:nL,.:,.S�t:S�s ':�i _ �^'��`Sl �"��_.a�+,i,,'�ti'o":�C�`�v�,�u�i�w�i�.;s�+.' i.:.,..v�.�-^•�,is��."`��'.5�.....}�:..w...•R�:3i:;:r^S`.'�•'a.� varil Y 5 urn leak s(ri rlgers ;, �_ Sheet Pillage (Uprights) 5P6 Age /. Q1 -� / Braces c Af07T:AnyDeriat1;7n in siring andipocng of nxmbers from those fisted below m,-5t be d"ned andsubmitled by a Reg4sler_-d �L Prokssionrrf E�g�xer. �.T S...K;iC N F Y�aT rYT d v�.cn W_q W1.3 304 •4.61 1e 12 12..:5 vm. ...ti u I.N im 4.N rN 1wt FVN F w bwm f'. YO/. ow" wens bcC blw1 fNf .es• o2w 5 r 20 IH r.ds r ow bt a...... 314 ~­q 4.12 4. 4.124.4 9.8 -&.to 10.10 4 a TRENCH SH0RING,SHEETING, ANO BRACING METHOD FIGURE 2 Addendum 3 ��-- i CROSS ARMS W S YnRES "PI-AL CLECYRIC COMM • w0. (S WIRE I 3[510. TYPICAL W/0 CROSS ARMS(1 WIRE I ' I . 1 Ow­ TYPICAL T CC NOTE _ R. • MIN. ( A 1 LCCAT 1 10 TYPICAL AT YGA OF CUts 4' .J J, 1 s 1 I 1 { I ` I A. R q T[4 4 1 I Q I W I 1 ' 1 0 u 0 a� a o O • 0. • SIOCIrALK LOCATION •� V o ACCCV1D m TO OIMENSICNS 211 S CACI ON DRAWING MC S•55 Y E ° • 3 3 h b V rr� u NO r£: t R r widlA of Roodroy — Face of Curb to Foca of Cirb I Gas 8 As/ipboae Lines Occupy Some Position an Opposite Sides of S/reef — to be S Off Cerb rMn Parllvoy is Greolof rhori /O J. All Dimensions ore Re/erencejY to Face of Cwb and Center Lure of '✓ti/ily Easemeal 4 Sever Serriees Mmimum 4' Deep at Curb A000rorrd 8 Adoptvd by Coarditwhiy Commillee 7/1!/18 1 1 � , Re ted for undrprane Cables 8 Approved by Coaralifial'14i Caaimitte e 1 Not to Seo/e ✓uae t f ' REVISED. 9/(7/87 J.A.Nyri.R.M. ' e C � c 't: O J NOT£.' This is Some DrewmV in oC_tJ•d ;4 Location of Utilities in Typical Street Section CITT of FORT WORTH, TEXAS—CONSTRUCTION STANDARD o` 10 U?!LfTY ESt11T, I •DRAWING NO S—M 1 I GATE DEC. 1969 j 3.4 4 - S- as- '-+:e>L*S A,.•,`•�"-ofx:.%'fir„++'".•-1''�..,_.�,_ •1'1'--aP ?_ti's•-.`•,f__ ,�_.,s`�.�.y'Na'.���iitabia ..: ;n: fctiamf:u.. ( ,t F � ' 1 f u Sid.3"Srdowalr �-6"W,de Curbs �.•/Bors r�J'cc Bcrn W s _ Face of v Raers I • � s a �'••Enlralnce Im y o Nblk�� f J h i• T od I/z"Erpans o' .bs _ _ L 6"wee Curb (/1"Erponsran J int 1 PLAN VIEW r•: Vor/oo/e Ia 5"t. T' �.� 5"Wide cu'-b' BaJA S.a1rs Treod 117 £rponsron Jaw � � dd-�I •.•C ,:� £Nroncr Wa/I G .d • 114-0 1-0" S/d.5 rdero/I 4sadwk' I"sand Cusn.on� o Bars I=J"Cc, Born Wars •' ` JIB ''/ 6" . -----'---- a 15" VOT£. Atambar of R.sars Vones /o j/2"Erpati7sron Jan/ I?" i' A/eel CaMrlraes an Groand S/opo Tread %B per ft SECTION VIEW a 1m Not /a scale CONCRETE STEPS Iw CITY of FORT WORTH,TEXAS-CONSTRUCTION STANDARD DRAWING NO. S—M 3 DATE: DEC 1969 ara w a:•a::��^"-' �ry=uu,:���:"� 1.r:�.�4a"u."�µ".�.it'��a'.�a�.`�a-.ac.,.�,xm.-�x�s 0 cr la ti 1 Q 0- z Q 11 N z o cn W ui !� W 4x L a w _� z FA ice= v pV� V 1 1 I =pp Q N ~U.gym W x 1 `1 W O W¢ Z 1— W �y J J to 1 ¢ r .d O ir F- Q of 1 c 1x u w w' ¢ate U p W W t7 Z I WWa7 � Z 2 Z J r =QW LL. Q P W W �aH N _o 4QW43 0 U3 tn 1W- 1 W cr 2 4J W �.i ¢ OQ r 3 1 ` J w m U� W 2 ZZ H0 Q d 3W41 0 o¢ _ �a — W F.. CLY• . cn w uen c aa�m W J sm M S W 0 cc U C p ¢Z N 1W-W C i F- W O ¢ a v o .J Z u . m < '" U H d ^^ � Ll x ..Ci 1 1 8r MIN. SAW CUT EXCAVATION T'"P' SQUARE WITH STREET PLAN CLASS A (5-SACK) SAW DEPTH 1.5"MIN, CONCRETE I >� ar'�o �• 1• _z Hof to Scnle k� • a .r A' NOTE ; WATER VALVE SECTION NOT SHOWN BUT 00 COLLAR IS SAME. MANHOLE 81 WATER VALVE COLLAR CITY OF FORT WORTH,TEXAS-CONSTRUCT ION STANDARC DRAWING NO. S-S13 DATE 91237 lk 368n Addendum 3 a W_j . i F-C . v w Z w J • Q z0. Q1 00 z O04 s c • G O < >< •z i — �' {�Ii O Y M i - C • - • - Jf c W.�.7,q t 6 2 Z Y r Z •/ w u r C•. � �'•. • �` \ - A Q t... 8 t s� oYY a r a r r �'' 0 0 1 LJ.( c z W <n a .� O10 a J O 2 w Y c _ r J` •n z 11MtJ01Mt 1M3Y 4• troop== �►o : fYyI `r,2 zi w •ou o• ,t Guy lvn7 <Y •a .s u u u z<� X 1.W a • •J • y. O O �jOZr ow S O Y t c c C ♦1 r � O Y rY L S f0 3 r•YY'O .o : i . 4 r L am• `- O w o z r �Ywu •1 .(� � � � /�y+ 1 cr- •+tiJ Y w Y'� Z = S Y L Q `•1, S S•„O J S O Y 1 O Y M Y i O V .; .O Q O o .,<rs• �aot c c c < Z LL w _ a .� � � • w Z �. C { O •VI �' 3 w c • Z L r J c u r O Y C cc �1 I u � I e - \ s • � L �O O r J S m 9dl w w wrn YJ � I . r f -TIV r -Z , a••I i tv w 1 o .t• =Z _tt it 1 ,21 ' -' c-=c' P� 1 �- li _ fir<i � ( ' `1� • �,o c ' ,1 , u I r �'f 1 • y At <v s « 371 Addendum 3 , idY➢ OM�' ii�"�._..Md..,..._ -_ - :.:'s-a++1�"`%=X1.:.:::1• "" .:3.,'.- :4F.sa:..:�s'<:•_ _ _=.f9' :is-aT3 .C�'•i ''f.Se5$a1'.S1P' .ti31yr.+.eti..,.....:, .,��r.'..tin wac�-+Et4�'i�i Al F61!, fir � a; IAA _j ( o '- 4 � I I •/ o.■■ � O V W = .1 D 1 w c co � c a u W a O .� cy o Q X Ui it > cr 3 I <n Z 0 rr a Z s � c r 2 a o 2 � m� h °_ o4�' o 0 2 � o Ir t j ooh Fi 3 3 a W -, R ii ok r' - .. R F f M ac ■lt......( Addendum 3 376 3 0 W Q J fn LL Cn U to C Q T Z o V O - f— _ 7 y Y U � � 2 �+ Q o U a I ` M O x 4 M # U H Eat LAI t e 4• � - ' 0 Q � y U -� -- ----- a p ° Z „0-•1 + (3d1d 3!)UVl ) '0'0 IT�. 0 F • • 1 f .�. • a h ci qw W fL C Q 1 C JS Q U r• � i 'Q'1 1•�1 1 386 r f t -17- PROJECT DESIGNATION SIGN ` PAVING AND DRAINAGE T 1 r r r L3 ` w2/1ZlZ i g Z. ' � -Jco N wUJti~ © z ` U i` w ~ a ir a �. Z W , wcr- E-3; tr m XCAJ i c Q c lL O 3 O a U w r L U- a- Jaz O < ZO o w Z Y 6i i JY a m � h 1 >' o ~ LL� .. - U � 3 01 t ZZ .,. . ..�, .� ►iC >1t a r?i4 a: r ■ r r r r r _ r r r ,e. r SqL TEST RESULTS I r r r r r r r CITY OF FORT WORTH ' CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 2004 CIP (NEW YORK, E. TERRELL TO ROSEDALE) DOE NO. ; 3910 FUND *CODE: 03 HOLE # 1 LAB. NO: 9559 LOCATION: W/4 OF NEW YORK 94' SOUTH OF E. TE_RRFT.T. 3:50" HMAC 3.50" LIGHT GRAY CLAY W/GRAVEL- 6.DO" GRAY CLAY, W/GRAVEL 5.00" DARK GRAY CLAY ATTERBURG LIMITS: LL: 48 . 5 PL: 25.9 PI : 22.7 SHRKG: 13. 0% MUNSELL CGLOR-CHART: 6/1 GRAY CLAY UNIT- WEIGHT: 142. 0 #/CFT HOLE # 2 LAB NO: 9560 LOCATION: CL OF NEW YORK 70' NORTH OF. E. •PULASKI 8.25" HMAC ' 4 .25" CONCRETE (COMPRESSIVE STRENGTH 6325 PSI) 5.50" GRAY CLAY ATTERBURG LIMITS: LL': 45. 6 PL: 24 . 3 PI: 21. 3 SHRKG: 13 . 0% MONSELL COLOR CHART: 5/2 GRAYISH BROWNCLAY UNIT WEIGHT; N/A • #/CFT HOLE # 3 LAB NO: 9561 LOCATION: E/4 OF NEW YORK -145' NORTH OF E. -ROSEDALE 5. 0 0" 'HMAC 6.00" CONCRETE (SAMPLE DAMAGED NO PSI) ' 6.00" -BROWNISH GRAY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 55.3 PL: 24 . 8 PI: 30.5 SHRKG: 14 . 0% MUNSELL COLOR CHART: 7/2 LIGHT GRAY CLAY UNIT WEIGHT: N/A #/CFT APPROVAL: (- R �RI ROUTING DATE TESTED: 11-27-02 JOSEPH GAGLIARDI DATE REPORTED: 12-03-02 ABE CALDERON TESTED BY: SOIL LAB GOPAL 'SAHU FIDE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: NEW YORK DOE •NO. : 3910 FUND ,CODE: 03 - HOLE # 1 LAB NO: 36625 LOCATION: CL OF NEW YORK 60' NORTH OF PULASKI 7 . 00" HMAC 3. 50" CONCRETE (SAMPLE DAMAGED) 9.50" GRAY CLAY HOLE # -.2 LAB NO: 36626 LOCATION: CL OF NEW YORK 80' NORTH OF PULASKI 8 . 50" HMAC 4 . 00" CONCRETE (COMPRESSIVE SRENGTH 5334 PSI) HOLE #' 3 LAB NO: 36627 LOCATION: CL OF NEW YORK 90' NORTH OF PULASKI 6.25" HMAC 4 . 00" CONCRETE (SAMPLE DAMAGED NO PSI) HOLE # 4 LAB NO: 36627 LOCATION: CL OF NEW YORK 50' NORTH OF PULA-SKI 10 . 00" HMAC 5. 00" CONCRETE (SAMPLE DAMAGED NO PSI) NOTE: 28lbs OF LIME IS NEEDED TO STABILIZE THE 6.00" SUBGRADE. 39lbs OF LIME IS ADEQUATE TO STABILIZE 8. 00" SUBGRADE. UPON ISOLAITON OF THE AREA OF FULL STRENGTH CONCRETE IT SEEMS THAT ONLY A SMALL AREA EXISTS WHICH IS NOT SIGNIFICANT ENOUGH TO WARRANT AN ADDITIONAL PAY 'ITEM FOR REMOVAL, EXCAVATION OR BORROW. r' APPPROVAL: Y JERI -� ROUTING DATE TES D: 05-26-04 ABE CALDERON DATE REPORTED: 05-27-04 GOPAL SAHU TESTED BY: HERNANDEZ FILE -19- VENDORS COMPLIANCE TO STATE LAW ri 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. The law that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporafe offices or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services 'in Texas at an mount lower than the 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 principle 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 rcopy of the statute is attached. Non resident vendors in (give state), or principal place of business, are not required to underbid resident bidders. rB. Our principal place of business or corporate offices are in the State of Texas. (� BIDDER: McCLENDON CONST.CO., INC. P.O.BOX 996 BURLESON,TEXAS 76097By: DAN McCLENDON, PRESIDENT Company (please print) P.O. BOX 996 Signature: d6 BURLESON, TX 76097 Title: DAN McCLENDON, PRESIDENT City State Zip (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION s w seos000 some P1-"W.ax 17 (l) DATE ACORDM CERTIFICATE OF LIABILITY INSURANCE 704/05/2005(MMIDDNYYY) 2RODUCER (817)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1121 E. Loo 820 South HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Loop ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 8720 � Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# (INSURED McClendon Construction Company, Inc. INSURERA: Twin City Fire Ins Co P.O. Box 999 INSURER B: Interstate Fire & Casual ty(Casua ty Market) Burleson, TX 76097 INSURERc: Hartford Underwriters INSURER D: I^'1 INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SSRADD*L POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY 46 C QT0838 01/31/2005 01/31/2006 EACHOCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,00 .-PREMISES(Fa orrtirprirp) CLAIMS MADE a OCCUR MED EXP(Any one person) $ 10,00 A X CONTRACTUAL, XCU PERSONAL&ADV INJURY $ 1,000,00 X SUBCONTRACTORS COV GENERAL AGGREGATE $ 2,000,001 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICY M PROECT LOC J AUTOMOBILE LIABILITY 46 UEN QT0839 01/31/2005 01/31/2006 COMBINED SINGLE LIMIT $ X ANY AUTO (Ea accident) 1,000,00 X ALL OWNED AUTOS BODILY INJURY $ A X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN L-� AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY UM01606435 01/31/2005 01/31/2006 EACH OCCURRENCE $ 2,000,00( X OCCUR FICLAIMS MADE AGGREGATE $ 2,000,00( B $ DEDUCTIBLE $ X RETENTION $ 5,00 $ WORKERS COMPENSATION AND 46 WE QT0837 01/31/2005 01/31/2006 X I WCSTATU- OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,00( OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,00( If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00( OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1004 CAPITAL IMPROVEMENTS PROGRAM, NEW YORK ST FROM E ROSEDALE TO E TERRELL, PRO] 00057 74-541200-70817 00057 80; P264-541200-60817 00057 80; C200-541200-02840 00057 80, DOE 3910, ILE K-1856, X-15812. CITY OF FT WORTH, ITS OFFICERS, EMPLOYEES & SERVANTS NAMED ADLN INSURED EXCEPT ON tt ERS COMP, THE GENL LIAB BEING PRIMARY & NON-CONTRIBUTORY, WITH WAIVER OF SUBROGATION ON WORKERS AS REQUIRED BY WRITTEN CONTRACT. 30 DAY CANC NOTICE AMENDED TO 10 DAY FOR NON-PAY OF PREMIUM 'ERTIFI ATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL*UXJFXfrXt MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF FORT WORTH �fXxdf> 4Xb�1(?Qd(IiKIXdG�E)4KIXJi<XA(ItAGX�(XX Imo+ 1000 THROCKMORTON ST KK"X"XAsidLD m)o(dDGXif )txx xmKx*uxmx fd6DOfXXXXXXXXX FT WORTH, TX 76102 AUT RILED REPRES€NTATIVE OACORD 25(2001108) ©ACORD CORPO ON 1988 09 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate ^^ holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) ,� CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.3910 and City of Fort Worth Project No. P274- 708170005780/P264-608170005780/C200-028400005780. CONTRACTOR McCleDdon Construction Co. By: �Tv— Name: DAN MCCLENDON, PRESIDEWT Title: DAN McCLENDON, PRESIDENT Date: STATE OF TEXAS § COUNTY OF TARRANT § Before me the undersigned authority, on this day personally appeared M known to me to be the person whose name is subscribed to the - foregoing instrument, and acknowledged to me that he executed the same as the act and deed of McClendon Construction, Co. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this day of , 20 . a. o Mory Public in and rhe State of Texas ,NIII/I ** .�:.� •�;;�,, TAMMY WILSON Notary Public,State of Texas My Commission Expires '•''f���:�` March 01J 2009 �NIIIII{{{ i YJt Bond No. 8196-75-81 PERFORMANCE BOND. THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Vigilant Insurance That we (1) McClendon Construction. Co. as Principal herein, and (2) Company . a corporation organized under the laws of the State of(3) New York . 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 fTHREE HUNDRED EIGHTY THOUSAND FOUR HUNDRED SIXTY-ONE AND 07/100............................ ($380.461.07)Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. APR 1 2 2005 WHEREAS,Principal has entered into a certain contract with the Obligee dated the of .2005 a copy of which is attached hereto and made a part hereof,for the construction of- PAVEMENT fPAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON NEW YORK STREET FROM EAST TERRELL STREET TO ROSEDALE STREET. NOW THEREFORE, the condition of this obligation is such, if the said Principle 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 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 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 _of .2005. ATTEST: APR 12 2005 McClen nstruction Co. (Principal)Secretary PRIN L( BY: D-8m�- Title: Dan McClendon. President (SEAL) PO BOX 996 BURLESON,TX 76097 �• o (Address) Vigila it Ifisurance CopypNy Witness as to Prin al Surty P.O.Boa 999,Burleson,Texas 76097 ' k��4 ATTEST: Address BY: Al ) act) Kyl ���e (W. ei o (Surety)Secretary 2001 Bryan Street,lSite34400 Dallas,Texas 75201 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of 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 Attorney-in-Fact. l The date of bond shall not be prior to date of C-\ Contract. fitness as t urety Jeiuufer R. Borock P.O ox 8720 rt Worth, Texas 76124 (Address) C i i e fl ■ �pp f This Notice pertains to the following Surety Bond issued by a member insurer of the Chubb Group of Insurance Companies,including Federal Insurance Company,Vigilant Insurance Company and Pack Indemnity Company. Bond Number. 8196-75-81 POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act') effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Coverage for acts of terrorism is already included in the captioned Surety Bond. You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America pays 90% of covered terrorism losses that exceed the statutorily established deductible to be paid by the insurance company providing the coverage. The portion of your premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. POP If you have any questions about this notice,please contact your agent or broker. cHuME3 w 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. 8196-75-81 PAYMENT BOND THE STATE OF TEXAS § " § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)McClendon Construction,Co.,as Principal herein,and(2) Vigilant Insurance Company a corporation organized and existing under the laws of the State of(3) New York , 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 EIGHTY THOUSAND FOUR HUNDRED SIXTY-ONE AND 07/100................. Dollars($380,461.07) 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: SPR 12 2005 WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the day of 2005, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length,for the following project: PAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON NEW YORK STREET FROM EAST TERRELL STREET TO ROSEDALE STREET 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 determined 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. A P R 12 2005 SIGNED and SEALED this_day of, 2005. MCC la don onstruction Co. PRICIPAL ATTEST: By: a 2f Name: Dan McClendon (Principal) Secretary Title: President (S E A L) Address: PO BOX 996 BURLESONti TX 7697 --.. �bn"I � �k YI �Ciz Witness as to Princi I Vigilant Insprance Company SURETY 1, ,, � ATTEST: By: /A Vv/ Name Zvle W. S ey Secretary Attorney in Fact (S E Alf- Address: 2001 Bryan Street, Ste. 3400 Dallas. Texas 75201 Wi ess as to.surety Jennifer R. Borock Telephone Number: 214-754-0777 NOTE: (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 by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. l - Bond No. 8196-75-81 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § Vigilant Insurance That McClendon Construction. Co. ("Contractor"), as principal, and Company a corporation organized under the laws of the State of New York , ("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 EIGHTY THOUSAND FOUR HUNDRED SIXTY-ONE AND071100................................................................................................................ Dollars ($380,461.07), 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: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the oPR 1 29,4605, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: PAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON NEW YORK STREET FROM EAST TERRELL STREET TO ROSEDALE STREET the same being referred to herein and in said contract as the Work and being designated as project number(s) P274-708170005780/P264-608170005780/C200-028400005780 and said contract, including all of the specifications, conditions, addenda, change.orders and written instruments referred to therein as Contract Documents being incorporated herein and being 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 the final 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 City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct 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 full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a 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 3 counterparts, each of which shall be deemed an original, this da A.D. 2005. ATTEST: McClerWon Construction Co. (S E A L) Con acto By: Secretary Name: Dan McClendon Title: President ATTEST._ Vigilant 19furance Company (SE A Ly , Surety _ By: Secretary Na le W. Swe Title: Attorney-in-Fact 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Address Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation, and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Ryle W. Sweeney, Charles D. Sweeney, Bobby E. Mayo and Michael A. Sweeney of Fort Worth, Texas------------------------ each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 30th day of April, 2003 Izwat��� -Kenneth C.Wendel,Assistant Secretary 4Fa .Robe:��l son, ice President STATE OF NEW JERSEY ss. County of Somerset On this 30th day of April, 2003 before me,a Notary Public of New Jersey,personalty came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney,and the said Kenneth C.Wendel being by me duly swom,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he is acquainted with Frank E.Robertson,and knows him to be Vice President of said Companies;and that the signature of Frank E.Rol,)ertson, subscribed to said Power of Attorney is in the genuine handwriting of Frank E.Robertson,and was thereto subscribed by authority of said By-Laws and in deponents presence. Notarial Seal KRUti1.o DANA KRUMPFER �P,t%OTAR I,F9 Notary Public,State of New Jersey —�— k No. 2297116 7 j°UBL1C+ Commission Expires February 25,20 02,� '`Notary Public 2�1f'JEF�`'� CERTIFICATION Extract from the fay-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers: Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (1) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department,further, Federal and Vigilant are licensed in Puerto Rico and the U. S. Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this day of A 2 2005 vFwvBar 11itANC, w � —*— a �NDIAt1f �lSroNs� SEW YO�� Kenneth C.Wendel, Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908)903-3656 e-mail: surety@chubb.com Form 15-101=5(Ed.499)CONSENT CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT APR 12 2005 This agreement made and entered into this the day of A.D., 2005, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, McClendon Construction,Co.,HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: PAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON NEW YORK STREET FROM EAST TERRELL STREET TO ROSEDALE STREET 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor_hereby agrees and binds himself to commence the construction of said work within ten (10)days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 120 workingdays. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of$210 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 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 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 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 injury or damage is caused in whole or in part by the negligence or alleged negligence of Oivner, 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. 7. r The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(including/excluding) alternates n/a, shall be THREE HUNDRED EIGHTY THOUSAND FOUR HUNDRED SIXTY-ONE AND 07/100.............................................................................................Dollars,($380,461.07). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 3 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 3 counterparts with its corporate seal attached. Done in Fort Worth,Texas,this the_day of .A.D.,2005. APR 12, 2005 RECOMMENDED: CITY OF FORT WORTH BY: '"'Nfj"4A AeaX-�f- DIRECTOR, DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: Marc A. tt, Assistant City Manager TRANSPORTATION/PUBLIC WORKS DIRECTOR ' ATTEST: McClendon Construction,Co. PO BOX 996 BURLESON,TX 76097 CONTRACTOR CITY SECRETARY (S E A L) BY: -li)l'&- uAX?22-- Contr c Lthorl tiox z. DAN WCLENDON, PRESIDENT TITLE pate mw�,ienaon Construction Ca,k1G P-0. Box 999 A P P RJEAS TO D SU!WM.Tx 77 LEG L ADDRESS ASST. CITY ATTORNEY November 1960 Revised May 1986 Revised September 1992