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Contract 33360
QTY SECRETARY 141" D.O.E. FILE CONTRACTOR'S BONDING CO. SPECIFIICDATIONS CITY SECRETARY CTMov N CONSTRUCTION'S COPY CONTRACT DOCUMENTS FOR »PA,R1n' 4 CAPITAL IMPROVEMENTS PROGRAM STANDISH ROAD & WILSON LANE (CHEROKEE TRAIL TO SOUTH CUL-DE-SAC) • ROADWAY RECONSTRUCTION & WATER AND SANITARY SEWER IMPROVEMENTS Project No. 00017 D.O.E. No. 4570 UNIT 1: WATER IMPROVEMENTS WATER PROJECT No. P264 541200 £0917 00017 83 UNIT 2: SEWER IMPROVEMENTS SEWER PROJECT No. P274 541200 70917 00017 83 WATER DEPARTMENT FILE No. X 16424 UNIT 3: PAVING AND DRAINAGE IMPROVEMENTS T/PW PROJECT No. c200 541200 20940 00017 83 T/PW FILE No. K1878 CITY OF FORT WORTH, TEXAS -� September 2005 CHARLES R. BOSWELL MIKE MONCRIEF Interim City Manager Mayor A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING ROBERT D. GOODE, P.E. DIRECTOR,TRANSPORTATION AND PUBLIC WORKS DEPARTMENT r ... T�s oa S. FRANK CRUMB, P.E. •. +t 1r ACTING DIRECTOR WATER DEPARTMENT KONSTA_NTWE BAKARAS! »» •r �0 67int �� Baird, Hampton & Brawn, Inc. r oot A. .-••••r �O`•9F0 � 6300 Ridglea Place, Suite 700 tt r t Al �� Fort Worth,Texas 76102 * ,,•._�" Tel(817)338-1277' Fax(817)338-92 Q g 1 ifRt V f�� 36 I N - ORIGINAL WWwXFWNet,,org Home I Council Agenda I M&C I Employee Directory • Departments A Print M&C COUNCIL ACTION: Approved on 2/14/2006 -Ordinance No. 16813-02-2006 DATE: 2/14/2006 REFERENCE NO.: **C-21298 LOG NAME: 30STANDISH00017 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with McClendon Construction Company Inc.„ for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Standish Road and Wilson Lane (City Project No. 00017) RECOMMENDATION: It is recommended that the City Council: 1 Authorize the transfer of$798,295.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund, in the amount of$168,875.00 and the Sewer Capital Projects Fund in the amount of $629,420.00; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund, in the amount of$168,875.00 and the Sewer Capital Projects Fund, in the amount of $629,420.00, from available funds; and 3. Authorize the City Manager to execute a contract with McClendon Construction Company Inc., in the amount of$1,272,795.00 for pavement reconstruction and water and sanitary sewer main replacement on Standish Road (West Seminary Drive to South Cul de-Sac), Wilson Lane (West Seminary Drive to South Cul De-Sac), Standish Road (Cherokee Trail to West Seminary Drive) and Wilson Lane (Cherokee Trail to west Seminary Drive) (City Project No. 00017). DISCUSSION: September 7, 2004, (M&C C-20261) the City Council authorized the City Manger to execute an engineering agreement with Baird, Hampton & Brown, Inc. for the design of Standish Road (West Seminary Drive to South Cul de-Sac), Wilson Lane (West Seminary Drive to South Cul De-Sac), Standish Road (Cherokee Trail to West Seminary Drive) and Wilson Lane (Cherokee Trail to West Seminary Drive) (DOE 4570), which consists of pavement reconstruction and water and sanitary sewer main replacement. The 2004 Capital Improvement Program (CIP) provided funds for pavement reconstruction on all streets mentioned above. 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 severely deteriorated water and sanitary sewer lines should be replaced prior to street reconstruction. The project was advertised on September 15, 2005 and September 22, 2005 in the Commercial Recorder On October 20, 2005, the following bids were received: Bidders Alternate Alternate McClendon Construction Co., Inc. No Bid $1,272,795.00 Stabile &Winn, Inc. No Bid $1,288,882.90 JLB Contracting, L.P. $1,364,277.80 No Bid Jackson Construction, Ltd. No Bid $1,544,874.20 Time of Completion: 210 Calendar Days Bids were received on two alternates: Alternate "A" consists of a 6-inch Hot Mix Asphalt Concrete (HMAC) over 8-inch lime stabilized subgrade with 7-inch concrete curb and 18-inch gutter. Alternate "B" consists of a 6-inch concrete over 6-inch lime stabilized subgrade, with 7-inch concrete curb. McClendon Construction Company Inc., was the apparent low bidder for Alternate "B" (Concrete Pavement) and did not bid for Alternate "A" (Asphalt Pavement). Funding in the amount of $56,876.00 is included for associated water and sewer construction survey, project management, pre-construction, material testing, inspection and project close out (water $17,199.00 and sewer $ 39,677.00). The contingency funds to cover change orders total $35,306.00 (water $7,223.00 and sewer $ 28,083.00). Funding in the amount of $42,579.00 is required for associated paving and drainage construction survey, project management, pre-construction, material testing, inspection and project close out. The contingency funds for possible change orders for pavement construction is $25,000.00. M/WBE - McClendon Construction Co., Inc., is in compliance with the City's M/WBE Ordinance by committing to 55% M/WBE participation. The City's goal on this project is 22%. This project is located in COUNCIL DISTRICT 9. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that, upon approval of the recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2)P264 472045 6091700017ZZ $168,875.00 1)PE45 539070 0609020 $168,875.00 1&2)P274 472045 7091700017ZZ $629,420.00 1)PE45 538070 0709020 $629,420.00 2)P264 531350 609170001752 $3,822.00 3 P) 264 541200 609170001783 $144,453.00 2)P264 541200 609170001783 $151676.00 3 P3� 274 541200 709170001783 $561.660.00 2)P264 531350 609170001784 $1,911.00 3 C2) 00 541200 209400001783 $566,682.00 2)P264 531350 609170001785 $11,466.00 2)P274 531350 709170001752 $8,817.00 2)P274 541200 709170001783 $589_743.00 2)P274 531350 709170001784 $4,409_00 2)P274 531350 709170001785 X26,451.00 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 30StandlSH00017.doc OCT..18'2005 14:34 8173389245 Baird Hampton & Brown #su15 e.uut ADDENDUM NO.1 to the General Contract Documents&Specifications Standish Road&Wilson Lane Reconstruction (Cherokee Trail to South Cul-de-sac) PROJECT No.00017,D.O.E.No.4570 Addendum No.1 Issued: October 18,2005 Bid Opening:October 20'",2005 This Addendum,forms part of the General Contract Documents&Specifications for the above referenced Project and modifies the original General Contract Documents&Specifications. Bidder sha it acknowledge receipt of tt.is addendum in the spaces provided below,in the proposal(page P-19)and ackn)wledge receipt on the outer envelope of the Bid.Failure to acknowledge receipt of this addendum could subject the bidder to di iqualification. The plans aid specification doumne are hereby revised by this addendum as follows: CONSTRUCTION PLANS: 1- ROADWAY PLAN&PROFILE DRAWINGS: 1.Clarification:The plans define a roadway cross-section that transitions from a standard crown at the center,to a crown at the''/.point,to a straight cross-slope.Th-s may be modified to a roadway cross-section that transitions from a standard crown at the center, to a straight cross-slope. GENERAL CONTRACT DOCUMENTS&SPECIFICATIONS: 1- PART B-PROPOSAL IS REVISED AS FOLLOWS: 1. Clarification:The miscellaneous bid proposal items noted,"as directed 1>y engineer" are not necessarily required to complete the work outlined in the construct on plans. However,these items may become necessary,and have been included in the bid proposal to establish a unit price cost.Contractor shall be paid for the actual quantit f of these bid items that he is directed to install. 2.Page P-3,Bid Item 11:Modify Item Description and Approximate Quantity from "66 Each,Relocate/adjust existing water meter&box to proposed grade"-o.Read,"331 Each,Provide and Install(Class C)Water Meter Box for Bullhead Se3vice Per Each:" 3.Page P-6,Bid Item 4,Modify Item Description from,"... in 24"steel casing..."to Read".,. in a 16-I.neb Steel Casing Pipe w/0,219-inch Wall Thickness..." 4, Page P-16,Bid Item 2,Modify Approximate Quantity from"10,540 3Y"to 1110,700 SY"of Lime Stabilized Subgrade. 5. Page P-16,Bid Item 3,Modify Approximate Quantity from"190 Ton."of Hydrated H/lt L Lime to"250 Ton"of Hydrated Lime for Stabilized Subgrade. 6.Page P 12,Bid Item 4,Modify Approximate Quantity from `2 LS"N"1 LS"for Miscellaneous Utility Adjustments.The total pre-bid amount uld r:main as stated at 55,000. Addendum No. 1,Page ] • UC:T.Ib LuuS ,14:35 tflCsttlyG45 . tialra ttamptoI 6 brown fivID r.vvz on4 ADDENDUM NO. 1 AC.KN0<[. [)ti \"1': A. Douglas Radenmker.1'.E. +�. Diret-tor,rept.of Fngirweni3b � 1 CunqunY.- . G Ch k�l!�+ C�wJ �� �/t C- Apnruvcd; 4 by Konstatttim-,13ak mas, ['.F. for(.ideal Oahu,I'[.,Pi . A1};r. I'elrphnne if: 2�S" oOGG - A Addendum No. is lave 2 OCT.18'2005 14:35 8173389245 Baird Hampton & Brown �Fsui� r.uus rr ' TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT w NO. Q1.IANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 6 1 Each Fire hydrant per City of Fort Worth criteria including lead line and blocking: Dollars And Cents Per Each. $ _ $ 7 2 Each 6"gate valve, including riser box&lid, complete in pace: Dollars And Cents Per Each. $ _ $ 8 20 LF 6"Water Line C-900 CL200, including excavation,and backfill, Complete in - Place: Dollars And Cents Per LF. -- 9 33 Each 1"Bullhead service tap to main for domestic water service: Dollars And Cents Per Each. 10 825 LF 1"Type"K"Copper Service line, Complete in place: Dollars And Cents Per LF. $ — $ 11 33 Each Provide& Install(Class C)Water Meter Box for Bullhead Service: Dollars And Cents Per Each. P-3 (Al) :'.18'2:05 14: 01'3'59245 Baird Hampton & Brown #su ;`5 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE SID 2 52 LF 8" PVC SDR-26 sanitary sewer pipe ' by open cut including excavation and backfill(all Depths): Dollars And Cents Per LF. 3 15 LF 8"DIP Sanitary sewer pipe by open cut including excavation and backfill (all depths), Complete in place: Dollars And Cents Per LF. $ $ 4 125 LF 8"DIP CL-51 sanitary sewer pipe in 16"steel casing with 0.219-inch wall thickness by dry bore(all depths), complete in place" Dollars And Cents Per LF $ $ 5 115 LF 8" DIP CL-51 sanitary sewer pipe by Jack/Bore(all Depths), complete in place: Dollars And Cents Per LF. 6 3,376 LF 6"to 8"HDPE SS by pipe enlargement method: Dollars And Cents Per LF. P-6(Al) UNIT 111: PAVING IMPROVEMENTS BASE BID ITEMS TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID Furnish&Install,including all appurtenant work,complete in place,the following items: 1 2 Each Project Designation Sign: Two hundred fifty Dollars And zero Cents Per Each. $ 250.02 $ 500.00 2 1 LS Install&Maintain Erosion Control Measures per Plan&SWPPP: Dollars And Cents Per LS. $ _ $ 3 1 LS Install& Maintain Traffic Control in Accordance with the Special Provisions: Dollars And Cents Per LS. $ $ 4 1 LS Miscellaneous Utility Adjustment: Five thousand Dollars And zero Cents Per LS. $ 5,000.)0 $ 5.000.00 5 4,560 LF Remove and Dispose of Concrete Curb And Gutter: Dollars And Cents Per LF. $ $ 6 12,200 SF Demolish,Remove and Dispose of Exist Concrete Driveways: Dollars And Cents Per SF. $ _ $ P-12 (Al) ' VVI.10 LVUJ 14:30 01/3307L43 ba1LQ HampLon 6 brown $SU/J Y.UU0 UNIT III ALTERNATE A: HMAC PAVING TOTAL ITEM APP ROXIMATE DESCRIPTION OF ITEMS WITH 'BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID Furnish&Install,including all appurtenant work,complete in place,the following items: ** 1 160 SY 7"Reinforced Concrete Valley Gutter: Dollars And Cents Per SY. $ $ 2 10,700 SY 8" Lime Stabilized Subgrade: Dollars And Cents Per SY. $ _ $ 3 250 Ton Hydrated Lime for Lime Stabilized subgrade(35 lbs per SY): Dollars — And Cents Per Ton. $ — $ 4 3,850 LF 7'Concrete Curb& 18"Gutter: Dollars And Cents Per LF. $ $ r 5 7,200 SY 6" HMAC Pavement, in Accordance with Special Provisions: Dollars 11 And Cents Per SY. $ _ $ UNIT III ALTERNATE A: HMAC PAVING $ P-16(Al) TABLE OF CONTENTS GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR STANDISH ROAD&WILSON LANE Units I & II PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS PREVAILING WAGE RATE(T&PW&WTR) SPECIAL INSTRUCTIONS TO BIDDERS(T& PW Dept.)-BLUE- SPECIAL INSTRUCTIONS TO BIDDERS(Water Dept.)-Green- PART B PROPOSAL MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS-PINK- CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW PART C GENERAL CONDITIONS(WATER DEPT.)-YELLOW- SECTION C-1;SUPPLEMENTARY CONDITIONS TO SECTION C-WHITE- PART D SPECIAL CONDITIONS(WATER DEPT.)-GREEN- SPECIAL PROVISIONS(T&PW DEPT.}WHITE- PART E SPECIFICATIONS:REFER TO STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH(T&PW DEPT.) SPECIFICATIONS:REFER TO GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR WATER DEPT.PROJECTS PART F CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND PART G CONTRACT(T&PW DEPT.) CONTRACT(WATER DEPT.) APPENDICES APPENDIX A-STANDARD CITY OF FORT WORTH DETAILS APPENDIX B-TEMPORARY RIGHT OF ENTRY AGREEMENTS LISTING APPENDIX C-LABORATORY RESULTS FOR TEST HOLE&PLASTICITY INDEX PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS _ PREVAILING WAGE RATE(T&PW&WTR) SPECIAL INSTRUCTIONS To BIDDERS(T&PW Dept.)-Blue- SPECIAL INSTRUCTIONS TO BIDDERS(Water Dept..)-Green- .. ■s a a a NOTICE TO BIDDERS Sealed Proposals for the following: STANDISH ROAD & WILSON LANE RECONSTRUCTION, UNITS I, II, III 2004 CIP PROJECT No. 00017, D.O.E.No.4570 For The Construction of: UNIT I:WATER IMPROVEMENTS, Water No. P264 54120060917 00017 83 UNIT II: SANITARY SEWER IMPROVEMENTS, Sewer No. P274 54120070917 00017 83 UNIT III: PAVING AND DRAINAGE IMPROVEMENTS, T/PW No. C200 541200 20940 00017 83 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m. Thursday, October 20, 2005, and then publicly opened and read aloud at 2:00 p.m., in the Council chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One (1) or more sets of plans and documents may be purchased on a non-refundable basis for Fifty Dollars($50.00)per set. A pre-bid conference will be held on Tuesday,October 11, 2005 in the T/PW conference room 270 at 11:30 a.m. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract at any time. Bidders must submit the complete specifications book or risk rejection of bid. The water and sanitary sewer improvements included in this project must be performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. The procedures for pre- qualification are outlined in the"Special Instructions to Bidders(Water Department)". For additional information, please contact Mr. Gopal Sahu, P.E. at(817)392-7949, or Mr. Don Harrelson, P.E. at(817)338-1277, or Mr. Konstantine Bakintas, PE at(817)338-1277. The major work will consist of approximately the following: 2,102 L.F. 8"Water Line and Appurtenances 3,837 L.F. 8" Sanitary Sewer, Manholes and Appurtenances 9,433 SY 6" Concrete pavement or 7,183 SY 6" HMAC pavement Advertising Dates: September 15, 2005 September 22, 2005 .. NTB-1 COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the furnishing of all labor,materials, services and equipment necessary in providing a completely constructed project identified as: STANDISH ROAD&WILSON LANE RECONSTRUCTION (CHEROKEE TRAIL TO SOUTH CULL-DE-SAC) PROJECT No.00017 D.O.E. No.4570 UNIT I:WATER IMPROVEMENTS WATER No. P264 541200 60917 00017 83 .- UNIT If: SANITARY SEWER IMPROVEMENTS SEWER No. P274 541200 70917 00017 83 UNIT III: PAVEMENT AND DRAINAGE IMPROVEMENTS T/PW No. C200 541200 20940 00017 83 Addressed to Mr. Charles R. Boswell,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m. Thursday,October 20,2005,and then publicly opened and read aloud at 2:00 p.m., in the Council chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering,Municipal Office Building,1000 Throckmorton Street, Fort Worth, Texas. One(1)or more sets of plans and documents may be purchased, on a non-refundable basis,for Fifty Dollars($50.00)per set. 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 to City Ordinance No.7400(Fort worth City Code Sections 13-A-21 through 12-A-29),prohibiting discrimination in employment practices. A pre-bid conference will be held on Tuesday,October 11,2005 in the T/PW conference room 270 at 11:30 ,. a.m. Bid security is required in accordance with the Special Instruction to Bidders. '- The major work on the above-referenced project shall consist of approximately the following: 2,102 L.F. 8"Water Line and Appurtenances 3,837 L.F. 8" Sanitary Sewer, Manholes and Appurtenances 9,433 SY 6" Concrete pavement or 7,183 SY 6" HMAC pavement 3,850 L.F. Concrete Curb and Gutter, or Attached Curb Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The improvements included in this project must be performed by a contractor who is pre-qualified by the Water Department at the time of the bid opening. The Procedures for pre-qualification are outlined in the"Special Instructions to Bidders (Water Department)". CNTB-1 Bidders,shall,if applicable,identify on the last page of the proposal section,the pre-qualified subcontractors who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817)392-7910. Bidders shall not separate or remove any portion,segment or sheets from the contract document at any time. Bidders shall submit complete book or risk rejection of bid. SUBMISSION OF BIDS:Only one(1)contract will be awarded for the project which includes Units I,II and III based on the lowest total amount. The contract award will include either'Alternate A'—HMAC Paving or 'Alternate B'Concrete paving at the sole discretion of the City of Fort Worth. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF CONTRACT:No bid may be withdrawn until the expiration of ninety(90)days from the date bids are opened. The award of contract,if made,will be within ninety(90)days after the opening of bids,but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. -. In accordance with the 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 M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,and/or the GOOD FAITH EFFORT FORM ("Documentation"),as appropriate. The Documentation must be received by the contracting 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 contracting department to whom delivery was made. Such receipt shall .. be evidence that the Documentation was received by the City. The Managing Department for this project is the Department of Engineering. For additional information,please contact Mr.Gopal Sahu,P.E.at(817)392-7949 or Mr.Don Harrelson,P.E. at(817)338-1277 Ext.240. CHARLES R. BOSWELL MARTY HENDRIX CITY MANAGER CITY SECRETARY ADVERTISING DATES: DEPA MENT OF ENGINEERING SEPTEMBER 15, 2005 A GLAS RADEMAKER, P.E., DIRECT September 22, 2005 Jo nson, P.E., Manager, Consulting Services CNTB-2 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 LaborerA lity $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(21/2 CY&less) $9.94 Front End Loader(over 21/2 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 F: 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. f: 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 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 MAINTTENANCE 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 furnished 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 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 i.: provided to the City upon request The City,in its sole discretion,will determine the adequacy of the proof required herein. The Qty will accept no sureties who are in default or delinquent on any bonds or who have an interest i 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 d 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 Ali 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: (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 Cbapter 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 Injury-$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 servants 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. i 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 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 consider alternative coverage or risk treatment measures through insurance pools or risk retention groups.The City must approve in writing any alternative coverage. h. Workers'compensation insurance policy(s)covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. r" 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. rn IL 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. Y Contractor's liability shall not be limited to the specified amounts of insurance required herein. in. 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. w "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. ri 09/01/44 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. MINORITY 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 SUBCONTRACTORISUPPLIER UTILI7.ATION FORM, PRIA4E CONTRACTOR WAIVER FORM, and/or the GOOD FArM 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 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 MBE and/or WBE. The misrepresentation of facts (other than a negligent .. misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal,State or local laws or ordinances relating to false statements. Further, any such 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 UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,GOOD FAITH EFFORT FORM,and/or the JOINT VENTURE FORM("Documentation")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 full payment(minus retainage)from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment,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)392-7910.Bids that so not acknowledge all applicable addenda may be rejected as non-responsive. .. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation.Insurance Coverage .. a.Definitions: 09/01/04 4 .. r<, Certain 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 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'siperson'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 directly with the contractor and regardless of whether that person has employees. This includes,without limitation, `*+ independent contractors,subcontractors,leasing companies,motor carriers,owner-operators, employees of any such entity,or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation,or toner services related to a project."Services"does not include activities unrelated to the project,such as food/beverage vendors,office 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 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 �btr period,file a new certificate of coverage,with the governmental entity showing that coverage has been extended e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: (1) a certificate of coverage,prior to that person beginning work on the project,so the �.+ governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project,and (2) no later than seven days after receipt by the contractor,a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project. L The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter • g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services 6Won the project. t"J21 1C1AAL EEtCol0k0 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,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; _ (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)-('n,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 failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered,and stating how a person may verify 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 DISCRIMINATION: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("Policy")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 terms,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 r harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. ~' 18. DISCRIMINATION DUE TO DISABILITY:In accordance with the provisions of the Americans with Disabilities Act of 1990("ADA"),Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability,terms .. and/or conditions of employment for applicants for employment with,or current employees of Contractor.Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's .. alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. 09/01/04 7 MR 19. PROGRESS PAYMENTS,FINAL PAYMENT,PROJECT 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. 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 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 �, SPECIAL INSTRUCTIONS TO BIDDERS (Water Department) 1) PREOUALIFICATION 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 An 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 of Fort Worth,in an amount of not less than five(5%)percent of the largest possible total of the bid submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten(10)days after the contract has been awarded. To be an acceptable surety on the bid bond,the surety must be authorized to do business in 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 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. 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: 06/04/03 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 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. 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 funds. 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 teams,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. 06/04/03 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 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 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 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 MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal,State or local laws or ordinances relating to false statements. Further,any such misrepresentation of 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 than three(3)years. w 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. .r 06/04/03 M 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. 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 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. MM OW 06/04/03 PART B .. PROPOSAL MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS-PINK- CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW r PART B - PROPOSAL (THIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCUMENTS) TO: Charles Boswell City Manager Fort Worth, Texas PROPOSAL FOR: STANDISH ROAD&WILSON LANE RECONSTRUCTION: PROJECT No. 00017 DOE No.4570 WATER NO. P264 541200 60917 00017 83 SEWER No. P274 541200 70917 00017 83 T/PW No. C200 541200 20940 00017 83 UNIT I -Water Improvements UNIT II - Sanitary Sewer Improvements UNIT III -Paving & Drainage Improvements Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the plans, specifications, General Contract Documents and General Specifications for Water Department Projects and the site of the project and understands 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 Specifications, and subject to the inspection and approval of the Public Works Director of the City of Fort Worth, Texas. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and awarding the contract. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance Bond, Payment Bond approved by the City of Fort Worth for the performing and completing the said work within the time stated and for the following sums, to-wit: UNIT I BID SUMMARY - PAGE P-5 UNIT II BASE BID SUMMARY - PAGE P-11 UNIT III BASE BID SUMMARY - PAGE P-15 ALTERNATE `A' HMAC SUMMARY- PAGE P-16 ALTERNATE `B' CONCRETE SUMMARY-PAGE P-17 PROJECT TOTAL BID SUMMARY - PAGE P-18 P-1 UNIT I: WATER LINE IMPROVEMENTS TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID Furnish&Install, including all appurtenant work,complete in place,the following items: 1 2,102 LF "Construct 8"Water Line in Place (Includes removal or abandonment of existing water pipe): Dollars t�dd And OVA _Cents Per LF. $ 3I $ 7l08 2 5 Each 8"gate valve, including riser box& lid: 611ars 00 And 610 Cents Per Each. 3 2 TON �%ngs; „ "$ / �-.R Dollars O d+ And e7 Cents Per TON. $ y3D0 $ 8lpgD 4 1 LS Furnish&lay 2"pipe and fittings for temporary service connection for Entire Projec,t:D�nw` �i 4 v 1 Dollars ` o0 Ando Cents Per Lump Sum. $ 9700 $ 9700 5 1 Each Reset existing fire hydrant assembly to match proposed grade: �;►w Dollars i And Cents Per Each. P-2 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 6 1 Each Fire hydrant per City of Fort Worth criteria including lead line and blocking: Dollars m e And D Cents Per Each. $ "oo $ I 7 2 Each 6"gate valve, including riser box&lid, cos}k in ace: Dollars od And IV6 Cents Per Each. $ lP s__! -300 8 20 LF 6"Water Line C-900 CL200, including excavation,and backfill,Complete in Place: t/W sem'`` Dollars Ob And ` Cents Per LF. $-,27= $ �� 9 33 Each 1"Bullhead service tap to main for domestic water service: 7L4A- LKars 0 And o Cents Per Each. $ �90d 10 825 LF 1"Type"K'Copper Service line, Complete in place: r �T�t� Dollars And /Vo Cents Per LF. $ �S� $/2 3 75- 11 -@6' Each Relocate/adjust Existing Water meter 33 &box to proposed grade: 01M, L444a 7CO-collars .. pd And Ala, Cents Per Each. $ P-3 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT �^ NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 12 2 Each Provide&Set Water Meter Box (Class C): LNln�- Dollars And v Cents Per Each. $ $ Z ~^ 13 10 LF Permanent asphalt Pavement Repair per figure 2000-1,Complete in Place: fo �V�– Dollars And 0,A19 Cents Per LF. $ yr o- $ �.SO 14 2,120 LF Temporary asphalt Pavement Repair, Complete in Place: Dollars 90 o And . Cents Per LF. $_ $A f 0 15 10 CY Ballast Stone for Miscellaneous Placement as Directed by Engineer: ©� Dollars 'P.04. And__ o Cents Per CY. $ $ /V 16 10 CY Crushed Limestone for Miscellaneous Placement as Directed by Engineer: Dollars po And O Cents Per CY. $ $ �� �^^ 17 10 CY Type B(2500#)Concrete for Miscellaneous Placement as Directed by Engineer: o�- Dollars .e And D Cents Per CY. P-4 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 18 10 CY Type E(1500#)Concrete for Miscellaneous Placement as Directed by Engineer: Dollars o� oe And ,Cents Per CY. $ $ 19 10 LF Adjust/realign Domestic%"Type'K' Copper Service within Private Property by Licensed Plumber: / . Dollars ,- o0 And o Cents Per LF. $� $ �� UNIT I: WATER IMPROVEMENTS v o $ /f�1 *At the Contractor's option, unless otherwise noted, the price bid for water pipe shall be either Ductile Iron (DI)pipe or Polyvinyl Chloride (PVC)pipe per City of Fort Worth Water Department's aft General Contract Documents and General Specifications. *Type of Pipe Used (for 12" and Smaller) DIP Class 51 — PolywrappedPVC DR-14 UNIT II: SANITARY SEWER IMPROVEMENTS BASE BIT ITEMS TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID Furnish &Install, including all appurtenant work,complete in place,the following items: 1 154 LF 8"PVC SDR-35 sanitary sewer pipe by open cut including excavation and backfill(all Depths): �^ Dollars d• And AA _Cents Per LF. $ $ D - P-5 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 2 52 LF 8"PVC SDR-26 sanitary sewer pipe by open cut including excavation and backfill(-all Depths): " Dollars COf CPO And Cents Per LF. $ yS — $ .2, a3 3 15 LF 8"DIP Sanitary sewer pipe by open cut including excavation and backfill �. (all depths),Complete in place: SDollars 00 �. And No Cents Per LF. $ $ /Os-D 4 125 LF 8"DIP CL-51 sanitary sewer pipe in 24"steel casing by dry bore(all depths),complete in place" /?bh Dollars CAP And__L410 Cents Per LF $_2, $ 3--�2 S 5 115 LF 8"DIP CL-51 sanitary sewer pipe by Jack/Bore(all Depths),complete in place: �... � liars And e7 Cents Per LF. $ y $ 333 6 3,376 LF 6"to 8"HDPE SS by pipe enlargement method: .. &tA-Q Dollars pO And /1/o Cents Per LF. P-6 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 7 700 LF Sag Adjustment for pipe installed by pipe enlargement method,complete in place: / ' Lv, Dollars 00 o`� And kl, —Cents Per LF. $ SS $ 3 8 565 LF •4"PVC SS service line,complete in place:' " T---' Dollars �t So And Cents Per LF. $-2L $-L9 36 Z 9 108 Each '4"service connections to new laterals,complete in place: %.r /W4#1 04a 74 Dollars o And o Cents Per Each. $ '09 $ �3 10 5 Each `4°service connections to new SSMH,complete in place: -o S,x (�VW/�T/� Dollars o�v And_ /& _Cents Per Each. $ Js $-3 o Z.S 11 108 Each Two-way 4"service cleanout W/ housing&Riser,complete in place D lars And Cents Per Each. 12 456 LF Plug,Grout&Abandon existing SS Line,complete: EM- Dollars A/O �/ o0 And /v O Cents Per LF. $ S $ TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 13 15 Each Demolish/Remove Existing SS Manhole: i Dollars And Iotlo Cents Per Each. $ifoo $ / m T-- ""' 14 27 Each 4'0 Std.Sanitary Sewer Manhole(To 6`Depth): t9j'a— / A%hL lNt.K Mitt Dollars ,moi 0 And Cents Per Each. 15 1 Each 4'0 Sanitary Sewer drop Manhole (To 6'Depth): / f}X A&W 0 i&/ Dollars And__/Vo Cents Per Each. $ $ 16 1 Each Standard shallow Sanitary Sewer Manhole: eU Dalars�w mo And !v o Cents Per Each. $1DO $ / D0 17 29 Each Concrete Collar for Sanitary Sewer Manhole,complete in place: o And_&10 Cents Per Each. $ 300 $ 87oo 18 29 Each Water Tight Manhole Insert,complete in place: rs m And Cents Per Each. ~~ P-8 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 19 29 Each Vacuum Test Sanitary Sewer Manhole: Ate–44t�ars " o0 And o Cents Per Each. $ 20 4 VF Extra Depth for manhole>6'deph: -A-e� tee" A44*04—a—Dollars O� o And lVo Cents Per V.F. $ /2S $ Sb� 21 6 VF Extra Depth for drop manhole>6' depth: t 4ffars m And u Cents Per V.F. 22 3,848 LF Pre-Construction TV Inspection as Directed by Engineer: Dollars And Vo Cents Per LF. $ $ 2� 23 4,001 LF Post-Construction TV Inspection as Directed by Engineer: Dollars AndAZQ Cents Per LF. $ 3 24 726 LF Trench Safety for depths greater than 5',Complete in place: ©wt, Dollars , pr And A4 Cents Per LF. $ $ 72.6 P-9 TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT .� NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 25 150 SF Remove& Replace existing concrete driveway,Complete in place: �. SO4-1� Dollars //tt 7� D And 4om� Cents Per SF. $ $ "" 26 60 SF Remove& Replace existing concrete Sidewalk,Complete in place: TV-41 Dollars o And TTh Cents Per SF. $ S $ 330 27 20 LF Remove& Replace existing concrete Curb&Gutter, Complete in place: Dollars And /yd Cents Per LF. $ ? $ OD 28 51.5 SY Permanent Asphalt Pavement Repair Per Figure 2000-1: O e1v -14 - DoNars ,l po And o Cents Per SY. $ 7 s $ Z3/7 29 57 SY Permanent Concrete Pavement Repair Per Figure 2000-2: J#4 `vs- Dollars 00 And No Cents Per SY. $� s-2705 30 20 CY Crushed Limestone for Miscellaneous Placement: 0 W_ Dollars Ando Cents Per CY. $ P-10 TOTAL M ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 31 20 CY Ballast Stone for Miscellaneous Placement: vim"' Dollars oo a� And /"v Cents Per CY. $ l� $ ZP 32 20 CY Type B(2500#)Concrete for Misc. Placement: - � - Dollars oAO o� And Cents Per CY. $ s $ 33 20 CY Type E(1500#)Concrete for Misc. Placement: Dollars � o.o And___Ps Cents Per CY. $ Z� $ 20 34 450 LF Repair Replace 6'Wooden Stockade Fence to Match Existing,as Directed by Engiin'eeer. Dollars And Al, Cents Per LF. $ AD $ Oyo 35 1,200 LF Solid Grass Sod to Match Existing, , as Directed by Engineer: Dollars CO And Cents Per LF. $ ? C $ 9000 UNIT II: SANITARY SEWER IMPROVEMENTS �p60 $ Sb/. At the Contractor's option, unless otherwise noted, the price bid for sewer pipe shall be either Ductile Iron (DI) pipe or Polyvinyl Chloride (PVC) pipe per City of Fort Worth Water Department's General Contract Documents and General Specifications. * Type of Pipe Used (12" and Smaller) / DIP Class 51 — Polybond Liner V PVC SDR-35 P-11 UNIT III: PAVING IMPROVEMENTS BASE BID ITEMS TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID Furnish & Install, including all appurtenant work,complete in place,the following items: 1 2 Each Project Designation Sign: Two hundred fifty Dollars And zero Cents Per Each. $ 250.00 $ 500.00 2 1 LS Install& Maintain Erosion Control Measures pe Plan&SWPPP: ©, 4 °",./ Dollars d0 D And / "',- Cents Per LS. $ X900 $ /f°d 3 1 LS Install&Maintain Traffic Control in Accordance with the Special Provisions:`i''.~� 't'��'`�► Dollars And /Vd Cents Per LS. $12t7Sy $ /ZOS'o 4 1Ll LS Miscellaneous Utility Adjustment: Five thousand Dollars And zero Cents Per LS. $ 5.000.00 $ 5.000.00 5 4,560 LF Remove and Dispose of Concrete Curb And Gutter: m 7 k Dollars ,1 � mo And /�o Cents Per LF. $ $ 2730 6 12,200 SF Demolish, Remove and Dispose of Exist Concrete Driveways: Dollars � O And Cents Per SF. $ $� P-12 7 160 SY Remove Existing Concrete Valley Gutter: Dollars � o And IV, Cents Per SY. $ G $� 8 18,550 SF Remove Existing Concrete Trash °^ Pads,Sidewalks, Leadwalks&Wheel Chair Ramp: Dollars i And /VIP Cents Per SF. $ $ 9 380 LF Sawcut Exsting Pavement: Oke Dollars 00 And 9 Cents Per LF. $ $ 380 22. 10 3,000 CY Unclassified Street Excavation: Dollars 400 And Cents Per CY. $ Zs $ YE00e) o� 11 18,450 SF 4"Reinforced Concrete Sidewalk, Complete in Place: ✓ Dollars pb �' And Six Cents Per SF. $ 7Y W 12 15,800 SF 6"Reinforced Concrete Driveways, Complete in Place: Z ,,the— Dollars 00 p And lVo Cents Per SF. $ S $ 77 Ow 13 90 Each Water Meter Box Adjustment To Proposed Grade, Complete in Place: Thirty five Dollars And zero Cents Per Each. $ 35.00 $ 3.150.00 .. P-13 14 8 Each Water Valve Box Adjustment To Proposed Grade,,Complete in Place: Thift five Dollars And zere— Cents Per Each. $ -9ee-60 sna.4 . 15 400 CY Top-Soil,Complete in Place: Eleven Dollars o And zero - Cents Per CY. $ 11.00 $ tl 6 s 16 20 CY 6"Flexible Base For Driveway Transition As Directed By Engineer, Complete in Place: " • 1�+l.- Dollars ,o And___,A/0 Cents Per CY. $ fY $ 1140 17 10 CY Borrow(In place)as directed by engineer: Dollars And /,&o Cents Per CY. $ 1L9-a- $ IZO o 18 20 LF Demolish/Remove t2'Grouted Stone Retaining Wall as Directed by Engineer and as indicated on plans: R V_e_ Dollars 00 0 And _ �o Cents Per LF. $ 19 20 LF Construct t2'Grouted Stone Retaining Wall to match existing as Directed by Engineer and as indicated on plans: V�!2� Dollars po 0 And JVIO Cents Per LF. $ 3� $ P-14 20 10 LF Reconstruct ±4.0'Chain Link Fence to match existing as Directed by Engineer. Dollars And Cents Per LF. 21 10 LF Reconstruct±4' Picket fence to match existing as Directed by Engineer: I �"^�5 Dollars } , o� And /)e Cents Per LF. $ $ 700 22 10 LF Reconstruct±4'wrought iron fence w/ brick columns to match exist as Directed by Engineer: Dollars And_ Z,,�o Cents Per LF. $_3_0 _ $ 3 o e 23 1 Each Reconstruct±4'Masonry/Stone Fence Pilaster to match existing, as Directed by ngineer:, Dollars 0 And o Cents Per Each. 24 120 SF Construct 4"Reinforced Concrete Private Lead Walks: AV'CL— DoNars And k1P Cents Per SF. $ 7 $ �� SM 25 10 SF Reconstruct Private concrete sidewalk steps per TPW Detail,as Directed by Engineer: 7;2t4l'� Dollars And /V Cents Per SF. $ $ UNIT III: PAVING IMPROVEMENTS BASE BID ITEMS $ 283 ZS 7 P-15 UNIT III ALTERNATE A: HMAC PAVING TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID Furnish&Install, including all appurtenant work,complete in place,the following items: 1 160 SY 7"Reinforced Concrete Valley Gutter: Dollars And Cents Per SY. $ $ o B/) 2 10,540 SY 8"Lime Stabilized Subgrade: Dollars And Cents Per SY. $ $ Na B/_4 3 190 Ton Hydrated Lime for Lime Stabilized subgrade(35 lbs per SY): ^^ Dollars And Cents Per Ton. $ $ 4 3,850 LF 7"Concrete Curb& 18"Gutter: Dollars And Cents Per LF. $ $ 5 7,200 SY 6"HMAC Pavement, in Accordance with Special Provisions: Dollars And Cents Per SY. UNIT III ALTERNATE A: HMAC PAVING $ .. P-16 UNIT 111 ALTERNATE B: CONCRETE PAVING TOTAL ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT NO. QUANTITY UNIT PRICES WRITTEN IN WORDS PRICE BID 1 10,700 SY 6"Lime Stabilized Subgrade: Dollars Go And Cents Per SY. $ $ 2 4,100 LF Silicone Joint Sealant: Dollars AndA'vGCents Per LF. $ ��— $ S/Z 3 190 Ton Hydrated Lime for Lime Stabilized subgrade(35 lbs per SY): Dollars od 10• And /y0 Cents Per Ton. 4 3,850 LF 7"Attached Concrete Curb: S%r Dollars ` , •0 o And Nn Cents Per LF. 5 50 SY 6" HMAC Transition,as directed by Engineer. Dollars �o And a Cents Per SY. 6 9,500 SY 6"Reinforced Concrete Pavement: W&KIDollars 00 0« And /�o Cents Per SY. OD UNIT III ALTERNATE B: CONCRETE PAVING P-17 TOTAL BID SUMMARY for BIRCHMAN AVENUE(WATER, SEWER& PAVING) UNIT I �j/� TOTAL WATER IMPROVEMENTS(P-5) $ A/7 7T3 UNIT II TOTAL SEWER BASE BID IMPROVEMENTS (P-11) $ Sb�, X60 od - UNIT III 2$3, SUB-TOTAL BASE BID ITEMS (P-15) $ SUB-TOTAL ALTERNATE 'A' HMAC PAVING(P-16) $ ZLO y/�) TOTAL UNIT III WITH ALTERNATE 'A' $ Flb o� SUB-TOTAL BASE BID ITEMS (P-15) $ 28.3 25- - SUB-TOTAL ALTERNATE B' CONCRETE PAVING (P-17) $ U/x, 3 c� m� TOTAL UNIT III WITH ALTERNATE 'B' $ 510t Sb 2- TOTAL TOTAL AMOUNT BID(UNIT I, II, III)WITH ALTERNATE 'A' $ D� TOTAL AMOUNT BID(UNIT I, 11, III)WITH ALTERNATE'B' $ /_Z701 (o7 S` Within ten(10)days after notification by the City,the undersigned will execute the formal contract and will deliver - an approved Surety Bond and such other Bonds as required by the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth,Texas,in the event the contract and bond or bonds are not executed and delivered within the time above set forth,as liquidated damages for the delay „w and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all of the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors,or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 175 working days after beginning construction as set forth in the written work order to be furnished by the Owner. P-18 ] tle '�t.�UG�VYI) 16Gtl (Complete A or B below, as applicable:) ❑ A. The principal place of business of our company is in the State of Nonresident bidders in the State of our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. �B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: ON Addendum No. 1 (SEAL) If Bidder is Corporation Addendum No. 2 Addendum No. 3 Respe submitted, By: Title: Address >flOk' poly aw✓�cs o+�, �` '74-097 617 - 29t'- DoG6 P-19 r .. FORT WOE RTH 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 MIWBE 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 r The City's M/WBE goal on this project is Alt A: 22% %of the total bid(Base bid applies to Parks and Community Services). 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. rr 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 received by 5:00 p.m., five (5) City business days after the bid venture to met or exceed goal. opening date,exclusive of the bid opening date. w FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS ar Any questions, please contact the M/WBE Office at (817)392-6104. 1ylk k .o f 1 `Nr,"•" G ATTACHMENT IA Pape 1 of 4 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form P TME COM fPANY N ']'� Check applicable block to describe prime ,Po (��(Z IS, t –IQ 10 PROJECT NNANIE M/W/DBE NON-M/W/DBE .., C-F–G✓ 1 C ( �� VV ` Ia "-p— l BID DATE ti City's Xff"E Project Goal: Prime's MA"E Project Utilization: PROJECT NUMBER. Identify all subcontractors/suppliers you will use on this project Failure to complete this forst, in its entirety with requested documentation, and received by the Managing Department,on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firmi(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and wwilll result in the Abid 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. Identify each Tier level. Tier is the level of subcontracting below the prime contractor,i.e.,a direct payment from the prime contractor to a subcontractor is considered 1"tier, a payment by a subcontractor to its supplier is considered 2"d tier 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 services are utilized,the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm,including M/WBE owner-operators,and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. n �, Rev.5/3003 ATTACHMENT to FORT WORTH Page 2 of 4 Primes are required to identify A"subcontractorstsuppliers,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) o SUBCONTRACTORISUPPLIER T ^ Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount T D W B B Telephone/Fax r R o B E E C T E A ew► Cir�l e G C���s�ru��o (�o Qok �d�ZB e W P .' Ff Li1o���►,T,� 76No S3d) qz75� 817/Z93-i8(o3 .. el 7/243-tgSS7 F.2)( ME 0(,/,Ks Pa Q-ok 75,3 /Z 3, 0C./G.So-i, rK 760gr7 CIO 9i 71gg7-02-92- (7/q4 7-0207 Fox C,C3 n c vvP k P tia"9`-,r.��n e� Pd 3oV-35-76(o r•( co44-2 2(4 (&3 rf- 2990 21ol6 3y-vss 3 12-0f eaya( pewy JRL-(A s S, -T6( 760 VZ) f-(4-e 20) 3 q0 0i7-2-08- SS/o E517 - 2v2-7 45 7 2-go9 KCaula4& 8 37 °�' F (, v(t,T,( 7(c 105- - -f u4 7(Sb 1 - 4-6s 7 A)o F4 x • P-,t�%b Tri,L, 9600 (,.24 6-13 CD3� w .' AI care do ,TQC 7600 T"t-c«�r�-� 9( 7- 925 -37(/ Rev.5130/03 ■s ATTACHMENT IA FORT WORTH Page 3 of a Primes are required to identify AU 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 f (check one) c SUBCONTRACTOR/SUPPLIER T r N T Detail Detail .�r Company Same e M W C X P Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D 1 E E R O E C T E A -70 1 s& IC a L�k Scc r�ci R Wo-44 lTV, 71011/ V, 90 S 3Y -71,31 ,. 6 17 l5 3f— Pj 2-qO So Lt�6-10 01r11 S'Ar�c. CO 75063 4'�Z-!cZ/ -044 Z O� AIt ��ofs1S '" PQ-loo r rfc)r,,4,Tx 76M vs��p/,�, 5 31 1s2 0110 917 16 36 -6811 WIN r3 Pct (� Lr l�rue / (/OU WnQ Lk vn l5, 770" ,,,� E�,,,Coss,T�( 7(oo�D I � �ur✓ �17183S-400v y -- APA(-- Ttkcis 1'IAC- �o +.. bci ac,s i7y., f 2-1q(7g1 - 353 1 .ar Rev.5/30103 ATTACHMENT IA FORT WORTH Page 4 or 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Q 8, 3 7 So Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 2 4 2- TOTAL TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ l 3 If9-7 cJ sro The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval o ChangelAddition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE 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 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. QJII�x J�Gyt ® AZithoriza Signature f Prinked n CALA 4 pfws I Lk- Title Contact Naelrtle(indifferent) LvLcc(Py Lm �lc�cf �� T�L S17 2--qS -DO (o6 �GJCZ9S-lo79(F CMPW Nave c C, Tzweee 6&w Fa: / / Address E-mail Address - Tk 7 (o0 (77 lo �Zy�Zo� s Cky/etatslap Date Rev.5t30/03 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. 4570 and City of Fort Worth Project Nos.: Water P264-541200 60817 00017 83 Sewer#: P274 541200 70917 00017 83 T/PW#: C200 541200 20940 00017 83 CONTRACTOR MCCLENDON CONST. CO. INC. By. Name:. DAN WCLEN'00 PRESIX Title: DAN McCLENDON, PRESIDENT Date: STATE OF TEXAS § § COUNTY OF TARRANT § fore e, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknov4edged to me that he executed the same as the act and deed of'$�i�t, , �DC°coCbLA, ; I n,--. 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 N64ary Public in andj or the State of Texas J PY�41 �;., TAMMY WILSON ?: Notary Public,State of Texas - ' = My Commission IN ��rFoe,fp,, March 07,2009 g4llet. we PART C GENERAL CONDITIONS-YELLOW- SECnON C-1;SUPPLEMENTARY CONDITIONS TO SECTION C-WHrm- r • r. �r A r rr; r r sr PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS C1-1 DEFINITIONS C1-1.1 Definition of Terms C1-1 (1) C1-1.2 Contract Documents C1-1 (1) C1-1.3 Notice to Bidders C1-1 (2) A C1-1.4 Proposal Cl-1 (2) C1-1.5 Bidder C1-1 (2) C1-1.6 General Conditions C1-1 (2) C1-1.7 Special Conditions C1-1 (2) C1-1.8 Specifications C1-1 (2) C1-1.9 Bond C1-1 (2) C1-1.10 Contract C1-1 (3) C1-1.11 Plans C1-1 (3) C1-1.12 City C1-1 (3) C1-1.13 City Council Cl-1 (3) . C1-1.14 Mayor C1-1 (3) C1-1.15 City Manager Cl-1 (3) C1-1.16 City Attorney Cl-1 (3) ,- C1-1.17 Director of Public Works Cl-1 (4) C1-1.18 Director, City Water Department Cl-1 (4) C1-1.19 Engineer C1-1 (4) C1-1.20 Contractor C1-1 (4) C1-1.21 Sureties C1-1 (4) C1-1.22 The Work or Project C1-1 (4) C1-1.23 Working Day C1-1 (4) C1-1.24 Calendar Day Cl-1 (4) C1-1.25 Legal Holiday C1-1 (4) C1-1.26 Abbreviations C1-1 (5) C1-1.27 Change Order Cl-1 (6) ` C1-1.28 Paved Streets and Alleys C1-1 (6) C1-1.29 Unpaved Streets and Alleys C1-1 (6) C1-1.30 City Streets Cl-1 (6) C1-1.31 Roadway C1-1 (6) C1-1.32 Gravel Street C1-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents • ' and Site C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (3) C2-2.5 Rejection of Proposals C2-2 (3) C2-2.6 Bid Security C2-2 (3) C2-2.7 Delivery of Proposal C2-2 (4) C2-2.8 Withdrawing Proposals C2-2 (4) C2-2.9 Telegraphic Modification of Proposals C2-2 (4) C2-2.10 Public Opening of Proposal C2-2 (4) C2-2.11 Irregular Proposals C2-2 (4) C2-2.12 Disqualification of Bidders C2-2 (5) C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3 (1) C3-3.2 Minority Business Enterpise Women-Owned Business Enterprise compliance C3-3 (1) C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (2) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (4) C3-3.9 Failure to Execute Contract C3-3 (4) C3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's Obligations C3-3 (7) C3-3.13 Weekly Payroll C3-3 (7) C3-3.14 Contractor's Contract Administration C3-3 (7) C3-3.15 Venue C3-3 (8) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4 (1) C4-4.2 Special Provisions C4-4 (1) C4-4.3 Increased or Decreased Quantities C4-4 (1) C4-4.4 Alteration of Contract Documents C4-4 (2) C4-4.5 Extra Work C4-4 (2) C4-4.6 Schedule of Operations C4-4 (3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 (1) C5-5.2 Conformity with Plans C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (2) C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/'or Rectification Work C5-5 (3) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) C5-5.8 Authority and Duties of Inspectors C5-5 (4) C5-5.9 Inspection C5-5 (5) .C5-5.10 Removal of Defective and Unauthorized Work C5-5 (5) C5-5.11 Substitute Materials or Equipment C5-5 (5) C5-5.12 Samples and Tests of Materials C5-5 (6) C5-5.13 Storage of Materials C5-5 (6) C5-5.14 Existing Structures and Utilities C5-5 (7) ' C5-5.15 Interruption of Service C5-5 (7) C5-5.16 Mutual Responsibility of Contractors C5-5 (8) C5-5.17 Cleanup C5-5 (8) C5-5.18 Final Inspection C5-5 (9) (2) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6=6 (1) C6-6.2 hermits and Licenses C6-6 (1) C6-6.3 Patented Devices, Materials and Processes C6-6 (1) C6-6.4 Sanitary Provisions C6-6 (2) C6-6.5 Public Safety and Convenience C6-6 (2) C6-6.6 Privileges of Contractor in Streets, Alleys, and Right-of-Way C6-6 (3) C6-6.7 Railway Crossings C6-6 (4) C6-6.8 Barricades, Warnings and Watchmen C6-6 (4) C6-6.9 Use of Explosives, Drop Weight, etc. C6-6 (5) C6-6.10 Work Within Basements C6-6 (6) C6-6.11 Independent Contractor C6-6 (8) C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (8) C6-6.13 Contractor's Claim for Damages C6-6 (10) C6-6.14 Adjustment of Relocation of Public Utilities, etc. C6-6 (10) C6-6.15 Temporary Sewer Drain Connections C6-6 (10) C6-6.16 Arrangement and Charges of Water Furnished by City C6-6 (11) C6-6.17 Use of a Section of Portion of the Work C6-6 (11) C6-6.18 Contractor's Responsibility for Work C6-6 (11) C6-6.19 No Waiver of Legal Rights C6-6 (12) C6-6.20 Personal Liability of Public Officials C6-6 (12) C6-6.21 State Sales Tax C6-6 (12) C7-7 PROSECUTION AND PROGRESS - C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of the Work C7-7 (1) C7-7.4 Limitations of Operations C7-7 (2) C7-7.5 Character of Workman and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) C7-7.7 Time of Commencement and Completion C7-7 (4) C7-7.8 Extension of time of Completion C7-7 (4) C7-7.9 Delays C7-7 (4) C7-7.10 Time of Completion C7-7 (5) C7-7.11 Suspension by Court Order C7-7 (6) C7-7.12 Temporary Suspension C7-•7 (6) C7-7.13 Termination of Contract due to National Emergency C7-7 (7) C7-7.14 Suspension of Abandonment of the Work and Annulment of Contract C7-7 (7) C7-7.15 Fulfillment of Contract C7-7 (9) C7-7.16 Termination for Convenience of the Onwer C7-7 (10) C7-7.17 Safety Methods and Practices C7-7 (13) �.. C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8 (1) C8-8.2 Unit Prices C8-8 (1) (3) C8-8.3 Lump Sum C8-8 (1) C8-8.4 Scope of Payment C8-8 (1) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3) C8-8.7 Final Acceptance C8-8 (3) C8-8.8 Final Payment C8-8 (3) C8-8.9 Adquacy of Design C8-8 (4-) xk, C8-8.10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (5) C8-8.12 Miscellaneous Placement of Material C8-8 (5) C8-8.13 Record Documents C8-8 (5) (4) rr� PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS CI-1 . 1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are .,. used , the intent and meaning shall be understood and interpreted as follows: C1-1. 2 CONTRACT DOCUMENTS: 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 DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El-White E2-Golden Rod E2A-White PERMITS/EASEMENTS Blue PART F - BONDS (Sample) White PART G - CONTRACT (Sample) White 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) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS .. PART F - BONDS PART G - CONTRACT PART H - PLANS (Usually bound separately) C1-1 (1) S s C1-1 . 3 NOTICE TO BIDDERS : All of the legal publications - either actually published in public advertising mediums or furnished direct to interested- parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1 . 5 BIDDER: Any person , persons , firm, partnership, company, assoc ation, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1. 6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which 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 a conflict between the General Conditions and Special Conditions , the latter shall take precedence and shall govern. C1-1 . 7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. 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. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 (2) faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement etween the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project ,.., to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner'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 Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents , but they are a part of the Contract bocuments just as though they were bound therein. C1-1 . 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 Manger, each of which is required by charter to perform specific duties . Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter - vested in the City Manager. The terms City and Owner are synonymous. C1-1 . 13 CITY COUNCIL: The duly elected and qualified governing Body of the City of Fort Worth, Texas. C1-1. 14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized C ty Manager o the City of Fort Worth, Texas , or his duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the C ty of Fort Worth, Texas , or his duly authorized representative. Cl-1 (3) OFFICIAL RM ; CIff RICREVARY C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official .. of the City of Fort Worth, re erred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth , Texas , or his duly authorized representative, „- assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director oT the Fort Worth City Water Department, or their duly authorized assistants , agents , engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1 . 20 CONTRACTOR: The person, persons , partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub.-contractor 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. C1-1. 21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated n an3 covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1. 23 WORKING DAY: A working day is defined as a calendar ay, 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 C7-7.6. 'C1-1. 24 CALENDAR DAYS: A calendar day is any day of the week or month,- no days be ng excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed y the City Council of the City of Fort Worth for observance by City employees as follows: Cl-1 (4) '- 1. New Year's Day January 1 2. M. L. King, Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Fourth Friday in November 8. Christmas Day December 25 9. Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1. 26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works % - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O. D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. Street Lin. - Linear or Lineal CY - Cubic Yard lb.. - Pound Yd. - Yard MH - Manhole SY - Square Yard Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron a 2 Cl-1 (5) - OFFICIAL BOB K CIT PERRY FT. WFOOTH, TEX. r C1-1 . 27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner 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. A1.1 "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1. 28 PAVED STREETS AND ALLEYS: A paved street or alley shall e defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment , not including an oiled surface , with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1. 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." C1-1. 30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between -- -pa-HaTlel lines two ( 21 ) feet back of the curb lines or four (41 ) feet back of the average edge of pavement where no curb exists. ON C1-1. 32 GRAVEL STREET: A gravel street is any unpaved street o which has Seen add-e-a add-e- one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. Cl-1 (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal . form, which will contain an itemised 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 Bidder ' s general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish 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. 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 current financial status. 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. Liquid assets in the amount of ten (10% ) percent of the estimated project cost will be required. 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 magnitude as that of the project for Which bids are to be received, and such experience must have been on projects completed not more than five ( 5) years prior to the date on which are to be received . The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF UANTITIES: The quantities of work an mater als to See furnishedas may be listed in the proposal C2-2(1) 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 €urnished 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 Contract Documents. C2-2. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitgte all *of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become 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 visft 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 condition's 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 Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates , 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 mm°" 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 Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2. 4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on t a form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices , written in ink in both words and numerals , for which he proposes 'to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City 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 given, 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. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of rds or figures, additions not called for , conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it s accompanied y a "Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal. " The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and .by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is- awarded or other disposition is made thereof . The bid security of all other bidders may be returned promptly after the canvass of bids. C2-Z(3) ua C2-2 . 7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager 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 Badder 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 City Manager, City Hall, Fort Worth, Texas. C2-2. 8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be w thdrawn 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 proposals, provided such telegraphic communication is received by the City 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. -- C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed an3 for which no ."Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until 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 eing "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the C2-2(4) Owner 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. C2-2 . 12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. Reasons 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 Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. 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. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. - Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, 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 et the projects of a nature similar to the one under consideration , which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. �i so C2-2(5) 04 PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS .�. SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3 .1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on 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 Owner, the right will ))e 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 maybe considered for the best interest of the Owner. C3-3 . 2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner , to allow and audit and/or an examination of any books, records, or files in, the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal , state or local laws and ordinances relating to false statements= -^ further , any such, misrepresentation may be grounds for disqualification bf Contractor at Owner ' s discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3 . 3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. mt C3-3 (1) The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth ' s Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read y the Owner .it cannot a withdrawn by the Bidder within forty-five (45 ) days after the date on which the proposals were opened. , C3-3 . 5 AWARD OF CONTRACT: The Owner reserves the right to withhold anal act on 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 awardee. 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 Owner has notified the Contractor in writing of such award. C3-3. 6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison 'of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND : A good and sufficient performance bond n an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise , guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) bond shall guarantee the payment for all labor, ` materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND : A good and sufficient maintenance bond, n the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt , full and faithful performance of the general guaranty which is set P14 forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, .r in an amount not less than 100 percent of the amount of the contract , as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas , 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959 , effective April 27 , 1959 , and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. r d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner . In order to be acceptable, the name of the surety shall be included on the current D. S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a C3-3 (3) am new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties , as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid .until approval of the bonds by the Owner. ~• C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3 . 9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee 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 Owner as an abandonment of his proposal, and the Owner 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- occuring to the Owner by reason of said awardee ' 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 Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until aut or ze in writing to do so by the Owner . 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. C3-3.11 INSURANCE: The Contractor shall not commence work - under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractors' da C3-3 (4) 4 k Iwo certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers �^ sub-contractors . It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE : The Contractor shall 7 maintain , during the life of this contract , Workers ' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. in case any class of employees engaged in hazardous a� work on the project under this contract is not protected under the Workers ' Compensation Statute, the Contractor shall provide adequate employer 's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor s a11 procure and shall maintain during the life of this contract Contractor ' s Comprehensive General Liability Insurance (Public •- Liability and Property Damage Insurance) in an amount not less than $ 500 , 000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500 , 000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the .. above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability ( covers General Contractor ' s Liability for acts of sub-contractors) . 2. Blasting, prior to, any blasting being done. .� 3. Collapse of buildings or structures adjacent to excavation ( if excavations are to be performed adjacent to same) . 4. Damage to underground utilities for $500,000. C3-3 (5) 5. Builder's risk (where above-ground structures are involved) . 6. Contractual Liability ( covers all indemnification requirements of Contract) . d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and ma nta n, ®. • du--fig 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 on account of one accident , and automobile property damage insurance in an amount .. not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The r. insurance required under the a ove 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. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor -- shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner . (Sample attached. ) All insurance requirements made upon the Contractor shall apply to the sub-contractor , should the Prime Contractor ' s insurance not cover the sub-contractor's work operations. • g. LOCAL AGENT FOR INSURANCE AND BONDING: The assurance and bonding companies with whom the Contractor ' s insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3-3 (6) City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had., and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged , may have against the Contractor , insurance, and/or bonding company. If the local insurance representative is not so empowered by the ( ' insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on all .of such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3 . 13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner'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 conspicuoup 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, by the Owner; however, 'posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 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 City 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 pektaining 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 C3-3 (7) OFACIwL "� FT. WWRTH, TEX. 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 Contractor'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 Engineer 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 authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor 's administration, whether it be oriented in furthering the work, or other, be governed direct by local �- authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of Engineer, 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 Engineer is assigned. No credit of .. working time will be for periods in which work stoppages are in effect for this reason. C3-3 . 15 VENUE: Venue of any action hereinunder shall be exclusively n Tarrant County, Texas. C3-3 (8) „ . PART C - GENERAL CONDITIONS C4-4 SCOPE OF [CORK SECTION C4-4 SCOPE OF WORK C4-4. 1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention a these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish , all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner 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 ,M necessary to the prosecution and completion of the project. C4-4 . 2 SPECIAL PROVISIONS: Should any work or conditions whicH re 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 is not covered by these Contract Documents, then "Special Provisions” covering all such work will be prepared by the Owner previous to the time of receiving bias 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. C4-4. 3 INCREASED OR DECREASED 2UANTITIES: The Owner reserves the right to alter the quantities of tie -'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. 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 the 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 wopk above or below the 25 percent of the original quantity stated in the proposals such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work. " No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) 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 or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4. 4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves t e 'r ght to make sud c anges 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. C4-4. 5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for 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 owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. C, The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so -- used at Associated General Contractors of America current equipment rental rates ; ( 3 ) materials entering permanently into the project, and (4 ) actual cost of insurance , bonds , and social security as determined by the Owner, 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 not 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 full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1) . (2) 8 (3 ) , and ( 4 ) above. The contractor shall keep accurate cost records on the fors, and in the method C4-4 (2) suggested by the Owner and shall give the Owner access to all accounts , bills , vouchers , and records relating to the Extra Work. No "Change .Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extras Work of any kind will be allowed unless ordered in writing by the Owner . In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such 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 C) . Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five ( 5 ) 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 payrolls covering all labor and materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for 'extra work' whether or not iniitiated by a 'change order ' shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner ' s approval thereof, a "Schedule of Operations , " showing by a straight line method the date 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 expected. There La C4-4 (3) M, 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 81-1/2• x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4 . 7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to su miss on of ffrst monthly progress payment , the Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities ( including procurement of materials, plans, and _ equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor 's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints , sequencing requirements and completion time. b. The construction process shall be divided into activities with time durations of approximately fourteen (14 ) days and construction values not to exceed $50 , 000 . Fabrication , delivery and submittal activities are exceptions to this guideline. C4-4 (4) C. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. • Float time is defined as the amount of time • between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review "a unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve .r activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. .. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements , construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals. 2. Submittal review periods. 3. Shop fabrication and delivery. • 4. Erection or installation. __. 5. Transmittal of manufacturer ' s operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable) . „R 8. Final inspection. s C4-4 (5) sr 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. C4-4 (6) PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5. 1 AUTHORITY OF ENGINEER: The work shall be performed to the sat s act on of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise . Engineer Will not be responsible for Contractor 's means , methods , techniques , sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor ' s failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed 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 under the Contract. The Owner 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 matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in t,. Controversy. C5-5. 2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines , grades , cross=sections , finish, and dimensions shown on the plans or any other requirements: otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by .� the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. rs . C5-5 (1) C5-5 . 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 dimension 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 govern over those shown in the proposal. The Contractor shall not take advantage of any apparent- error or omission in the Contract Documents, and the Owner 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 the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5 . 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 Contract 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 projec.t site for proper performance of the work. The 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 Owner, the Engineer, or his _. authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to' act as the Contractor ' s 'agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the - Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) mw.. adequately provide for the safety or convenience of the traveling public or the owners of 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. C5-5 . 5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or 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 Owner or Q Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is 4.m scheduled on a calendar-day or on a working-day basis. 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 the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may -take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 258, from any funds due the Contractor on the project. 6 C5-5 . 6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, _ an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STARES: The City, through its Engineer, will furnish the Contractor with all lines , grades , and measurements necessary to the proper prosecution and control oL the work contracted for under these Contract Documents, and *- lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. C5-5 (3) 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 or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees , the full cost of replacing such stakes or marks plus 258 will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5 . 8. AUTHORITY AND DUTIES OF CITY INSPECTORS : City 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. A City 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 City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be •- decided by. the Engineer . The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in 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 City Inspector or Engineer when the same are consistent with the obligations -of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector,, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C5-5 t4? C5-5 . 9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not -- the work 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 of the covering or making ,.. good of the parts removed shall be paid for as extra work, but should be 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. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has Been re ectad 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 plana, 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 Owner . Work so done may be ordered removed at the Contractor ' s expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost n thereof may be deducted from any money due or to become due to the Contractor . Failure to require the removal of any defective or unauthorized work shall not constitute acceptance Cof such works. C5 -5 . 11 SUBSTITUTE MATERIALS OR EQUIPMENT : If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference , make written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that �. specified; and identifying all variations of the proposed ..,. • C5-5 (5) substitute from that specified and indicating available maintenance service . No substitute shall be ordered or installed without the written approval of Engineer who will be the judge of the equality and may require Contractor to - furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor ' s expense.- Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses .. and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called or 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 Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be 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 Owner. 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 Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer bef ore any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Cdntract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar ... which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of ,the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. •- When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the C5-5 (6) -- +..: ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans re at ve to existing utilities L are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc . , is unknown to the Owner , and the Owner assumes no responsibility for failure to show any or all such structures and utilities 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 rrM grades of considerable magnitude or requires the building of special works, provision for which- is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all r necessary precautions in order to protect all existing utilities , structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight (.48) hours in advance of .construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion , of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required tot i • 1. Notify the Water Department ' s Distribution Division as to location, time, and schedule of service interruption. oft C5-5 (7) 2. Notify each customer personally through responsible personnel as to time and schedule of the 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 door knob . The tag shall be durable in composition, and in large bold type shall say: "NOTICE" �. Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- ` rupted on between the hours of and This inconvenience will be as short as possible. Thank you, Contractor A ess Phone b. Emergency: In the event that an unforeseen service -- interruption occurs, notice shall be as above,but immediate. C5-5 .16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through .� acts or neglect on the part of the Contractor , any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall, assert any claim against the Owner on account of any damage alleged to have .- been sustained, the Owner will notify the Contractor , who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work 'under these Contract Documents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours 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 C5-5 (8) unsatisfactory procedure, 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 surplus 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. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean , polished and new appearing condition . No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner 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 satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council . No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. C5-5 (9) PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY ~� SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and 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 City and all of its officers , agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6. 2 PERMITS AND LICENSES: The Contractor shall procure all perm is and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6 . 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 with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design , device , material or process , or any trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents , and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by .reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought 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 furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6 (1) C6-6 . 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 Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation , shall be -- constructed and maintained by the Contractor and their use shall be strictly 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 the City shall be strictly complied with. C6-6. 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 diversion of traffic is approved by the .Engineer at any location, the Contractor shall make arrangements satisfactory - to 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 materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) gas valves, or manholes in the vicinity. The Owner reserves 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 Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be 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 notify 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 ditches or streams , 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 times 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 on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C5-6 . 6 PRIVILEGES OF CONTRACTOR IN STREETS C ALLEYS AND mm. RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents , or as may be specifically authorised in writing by the Engineer. A reasonable amount of tools, materials , and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. 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 property. If the street is occupied by railway tracks, the work shall be C5-5 (3) OFFICIAL RECORD Fl, MIN, TEI carried on in such manner as not to interfere with the - operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the 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. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any r g t-o -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 fthe 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. C6-6.8 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 such 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 furnish 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. All installations and procedures -shall be consistent with the provisions set *forth in the 01980 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 Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) 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 8780-8075 ) , 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 iscompleted to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for all damage to the 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 responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades , signs , or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. .. C6-6 . 9 USE OF EXPLOSIVESl 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, and the Owner, not less than twenty-four hours in C6-6 (5) advance of the use of any activity which might damage or �- endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor ' s insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. 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. C6-6.10 WORK WITHIN BASEMENTS: Where the work passes over, through, or into private property, the Owner 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 shall be provided by him at his own expense. Such additional rights-of-.;way or work area shall be acquired for the benefit of the City. 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 C6-6 (6) 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 adjacent to the work. 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 and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might 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 the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in' consequence of the non-execution thereof on the part of the Contractor , he shall restore or have restored at his own cost 41- and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as °- may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. - Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project C6-6 (7) proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour 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 by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer , agent, servant or employee of the Owner . Contractor shall have, exclusive control of and* the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers , agents , servants , employees , contractors , subcontractors, licensees and invitees . The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors , and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6 . 12 CONTRACTOR ' S RESPONSIBILITY FOR DAMAGE CLAIMS : Contractor covenants and agrees to, and does hereby indemnify, hold harmless and` defend Owner , its officers , agents , ... servants, and employees from and against any an all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers , agents , servants , employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and employees for property damage or 'loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character , whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor , its officers , agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) in whole or in part, by alleged negligence of officers, agents, servants , employees, contractors, subcontractors , licensees or invitees of the Owner. Contractor likewise .� covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, ,.. agents, servants, employees, contractors, subcontractors , licenses, or invitees of the Owner. In the event a written, claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. - If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in -• writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. it condition (1) above is met at any time within the six month -- period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the C6-6 (9) expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor -- claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have 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 hereinabove required, the Contractor's claim .. for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES ETC. : -� In case it Is 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 property that may be necessary by the performance of this contract. C.6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removedr 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 C6-6 (10) #, 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 so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water n connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. 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 hydrant and/or valves is detailed in Section E2-1. 2 USE OF FIRE HYDRANTS AND VALVE'S 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 made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR 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 Nay 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. C6-6 . 18 • CONTRACTOR' S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for n 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 C6-6 (11) F. WNTH, TEX. thereof by . action of the elements or from any cause - whatsoever, whether arising from the execution or nonexecution 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 hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any wo=k, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner 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. , .C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying .. out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6. 21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organ $ation which qualifies for exemption pursuant the provisions of Article 20. 04 (H) of the Texas Limited Sales , excise, and Use Tax Act, the Contractor may - purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller' s Ruling .007. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling . 011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a .publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. C6-6 (12) Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station .. Austin, TX +r Alt .r C6-6 (13) PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS n SECTION C7-7 PROSECUTION AND PROGRESS: ar C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, an with the assistance of workman under his ,., immediate super intendance, work of a value of not less than fifty (50$) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor . Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner 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. C7-7 . 2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet f u et, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same �. or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, 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, AW attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7 . 3 PROSECUTION OF THE WORK: Prior to beginning any .� construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of ® C7-7 (1) 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 requested of all construction operations shall be at all times as specified in the Special Contract DocuRlents,. Any deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may changed only as set forth in Section C7-7.8 *Extension of Time of Completion* of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7 . 4 LIMITATIONS 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. C7-7.5 CHARACTER OF _WORKMEN AND LQOIPMM: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators , may be imported only after the local supply is ` exhausted. The Contractor shall employ only such superintendents , foremen, and workmen who are careful, -competent, and fully qualified to perform the duties or tasks - assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of ,. the Owner , shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill , ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. 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. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the f rst day of work completed as defined in C1-1 . 23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a. specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. ; b. Any work to be done on the project on such a specific Saturday, Sunday or Legal. Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer ' s decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) .r C7-7. 7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor «.. shall commence the working 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 Owner as abandonment- of the Contract by the Contractor and the Owner may proceed as he 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 Owner. C7-7. 8 EXTENSION OF TIME 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. Should an -- extension of the time of completion be requested such request will be forwarded to the City Council for approval In adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner , fire, flood, tornadoes , epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors 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 bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved 'Contract Documents, then the contract time may be increased by Change Order. �. C7-7. 9 DELAYS: The Contractor shall receive no compensation for 3elays 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 C7-7 (4) ii 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 from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7 . 10 TIME OF COMPLETION: 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 or the time of completion will be specified by the City in the Proposal section of - the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted 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 following + schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 51000 inclusive $ 35.00 $ 51001 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 C7-7 (5) $ 500,001 to $1,000,000 inclusive $ 315.00 $1,0001001 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. C7-7 . 11 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 Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right 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 Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary ,ft suspension of work covered by this contract, for any reason, the Owner 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 C7-7.8 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 returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) 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 project for the City of Fort worth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 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 City 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 Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner 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 for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered 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 Owner. C7-7 (7) 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. d. 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. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or '® Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to 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 Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. J. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. -- k. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council 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 Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written C7-7 (8) consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents . The Sureties , in such event shall assume the Contractor ' s place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. in case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner 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 Owner shall have the right to take possession of and use any materials, plants, tools , equipment, supplies, and property of any kind provided by the Contractor for the ,- purpose of carrying 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 expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may 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 Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. 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 City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. C7-7 . 15 FULFILLMENT OF CONTRACT : The Contract will be considered as having been fulf Illed, 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 C7-7 (9) been finished and completed, the final inspection made by the Engineer, and the final acceptance and f incl payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under th s contract may be terminated by the Owner in whole , or from time to time in part , in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated; and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further , it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required -of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of term nat. on, an3 except as otherwise directed by -' the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; . 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: C7-7 (10) a. the fabricated or unfabricated parts, work in process , 'completed work , supplies and other material produced as a part of, or acquired in connection with the performance of , the work terminated by the notice of "- terminations and b. the completed, or partially completed plans, drawings, information and other property which , if the contract had been completed , would have been required to be furnished to the owner. 5. complete performance of such part of the work as shall not have been terminated by the notice of terminations and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and g'uality , of any or all items of termination �- inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15' days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of 'the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final -- settlement. C. TERMINATION CLAIM: Within 60 days after notice of termination , the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor , made in writing within such 60-day period or authorised extension thereof, any and all .a such claims shall be conclusively deemed waived. C7-7 (11) i D. AMOUNTS : Subject to the provisions of Item C7-7.16(C) , the Contractor and Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by • the amount of payments otherwise made and as further reduced by the contract price of work not terminated . The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits . Nothing in C7-7 . 16 (E ) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS : In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for , or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold , pursuant to the provisions of this clause, and not • otherwise recovered by or credited to the Owner. .. G. ADJUSTMENT : If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12) equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by the notice of termination ) , such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein , however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain - an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract • under C7-7 . 14 hereof entitled "Suspension of Abandonment of the .work and Amendment of Contract" or any other right which Owner may have .for default ,r or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, ma nta ping, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and ,., property from injury, including death, or damage in connection with the work. r a� r OR C7-7 (13) r PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8 . 1 MEASUREMENT_ OF (QUANTITIES: The determination of quantitie8 of work 'performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements .: used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. C8-8. 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 manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, 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 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the sa "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools , materials , machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8. 4 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 CoAtra,ct 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 C8-8 (1) ti before its final acceptance by the Owner, (except as provided in paragraph C5-5.14 ) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified , or any and all infringements of patents , trademarks, copyrights , or other legal reservations, and for completeing the work in an acceptable manner according to the terms of -the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects , which defects, imperfection, or damage shall have 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. 5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1st and 5th 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, or estimate period under the Contract Documents. Not later than the 10th day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00 ) in amount, 900 of such estimated sum will be paid to the Contractor if the total contract amount is less than $400, 000 , or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms - furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. ( such payment will be allowed on a basis of 85W of the net invoice value thereof. ) The Contractor shall furnish the Engineer such information as he may request to aid CS-8 (2) him as a guide in the verification or the preparation of partial estimates. It -is understood that the partial estimate 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 1101 done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. C6-8 . 6 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. C8-8. 7 FINAL ACCEPTANCE: Whenever the improvements provided or by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled 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 shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection , and if the work is satisfactory, in an acceptable condition , and has been completed in accordance with the terms of the Contract 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 therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided or by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract 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. C8-8 (3) OFFICIAL PACUB CITY NC-IREMY f FT. � , p� , The amount of the final estimate, less previous payments and any sum that have been deducted -or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as �- f urnish6d by the City, certifying that all persons, firms , associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in 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 last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. - C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the Approved Contract Documents. it is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features , sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by, the Owner. The burden of proof of such compliance shall be upon the Oft 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. C8-8.. 10 GENERAL. GUARANTY: Neither the final certificate of ,payment nor any prow s on 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 C8-8 (4) pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified andshall 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 outline. The Owner will give notice of observed defects with reasonable promptness. C8-8 . 11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans , the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration , rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8. 12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid terns n 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. C9-8 .13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all spec cations, plans, addenda, modifications , shop drawings and samples at the siter in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. C8-8 (5) rr a fi ar SECTION C-1 SUPPLEMENTARY CONDITIONS TO SECTION C w .r ;vt 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 furnish 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 Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the mm Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C. Part C - General Conditions: Paragraph C3-3.11 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" Revised Pg. 1 10/24/02 E. C6-6.12 CONTRACTOR'S RESPONSIBLTI'Y FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury, damage or death is caused, in whole or in Part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such iniury or damage is caused in whole or in Part by the negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 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 QUANTTITES 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. Revised Pg. 2 10/24/02 G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL INSURANCE REQUIREMENTS" 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 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 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 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. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. 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. Revised Pg. 3 10/24/02 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. �. in. 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 C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for 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 quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or 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 C8-8(4)is deleted in its entirety and replaced with the following: Neither the final certificate of payment nor any provision in the Contract Documents, nor partial . or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2)years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract Revised Pg. 4 10/24/02 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 elsewhere within 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. 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 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: Revised Pg. 5 10/24/02 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. Pg. C3-3(5)Paragraph C3-3.11 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: Revised Pg. 6 10/24/02 "" 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 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. 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 ENTERPRISE/WOMEN-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. Revised Pg. 7 10/24/02 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. (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. Revised Pg. 8 10/24/02 PART D .. SPECIAL CONDITIONS (WATER DEPT.)-GREEN- SPECIAL PROVISIONS(T&PW DEPT.)-WHITE- .* am dM xft yr ` OFF1CIA RECUIID PART D - SPECIAL CONDITIONS D-1 GENERAL..........................................................................................................................3 D-2 COORDINATION MEETING..............................................................................................4 D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW.....................4 D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT.....................................7 'tisu D- 5 CROSSING OF EXISTING UTILITIES.................. D-6 EXISTING UTILITIES AND IMPROVEMENTS ..................................................................7 D-7 CONSTRUCTION TRAFFIC OVER PIPELINES..................................................................8 �► D-8 TRAFFIC CONTROL ........................................................................................................8 D-9 DETOURS....,....................................................................................................................9 D- 10 EXAMINATION OF SITE .......................,.........................................................................9 ... D- 11 ZONING COMPLIANCE ................................................................................................9 D- 12 WATER FOR CONSTRUCTION....................................................................................9 D- 13 WASTE MATERIAL .......................................................................................................9 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.........................................................................................................1.1 D- 18 CUTTING OF CONCRETE ...11 D- 19 PROJECT DESIGNATION SIGN.................................................................................11 D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT......................................11 •. D-21 MISCELLANEOUS PLACEMENT OF MATERIAL ...................... D-22 CRUSHED LIMESTONE BACKFILL............................................................................12 D- 23 2:27 CONCRETE.........................................................................................................12 D- 24 TRENCH EXCAVATION BACKFILL AND COMPACTION.................. .......12 D- 25 TRENCH PAVEMENT(PERMANENT) REPAIR(E2-19) FOR UTILITY CUTS............14 D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS)................14 D- 27 SANITARY SEWER MANHOLES................................................................................15 D- 28 SANITARY SEWER SERVICES ........................... D- 29 REMOVAL SALVAGE AND ABANDONMENT OF EXISTING FACILITIES................19 D- 30 DETECTABLE WARNING TAPES.. ................ ......................- ...............................,..21 D- 31 PIPE CLEANING. ................................................22 ......................................................... 6-3-2 DISPOSAL OF SPOIL/FILL MATERIAL.......................................................................22 6--3-3 MECHANICS AND MATERIALMEN'S LIEN.................................................................22 , D- 34 SUBSTITUTIONS .....2Z=`,�- D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER.............22 6--3-6 VACUUM TESTING OF SANITARY SEWER MANHOLES..........................................25 6:--3-7 BYPASS PUMPING D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER...........27 .. .......27 D- 39 SAMPLES AND QUALITY CONTROL TESTING.........................................................28 D-40 TEMPORARY EROSION, SEDIMENT,AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE)....................... ...............29 D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................30 D-42 PROTECTION OF TREES, PLANTS AND SOIL..........................................................30 a. D-43 SITE RESTORATION...............................................................................................,..31 D- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST..................., —......................31 D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING...............................................31 6--4-6 CONFINED SPACE ENTRY PROGRAM................._...................................................36 D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION............................36 D-48 EXCAVATION NEAR TREES(WHERE IDENTIFIED ON THE PLANS)......................36 D-49 CONCRETE ENCASEMENT OF SEWER PIPE ..........................................................37 " D- 50 CLAY DAM. .....,...................................................,..................................................,.....37 D- 51 EXPLORATORY EXCAVATION (D-HOLE),... ....37 D- 52 INSTALLATION OF WATER FACILITIES....................................................................38 .. 52.1 Polyyinyl Chloride(PVC)Water Pipe ............38 10/27/04 SC-1 mw on PART D - SPECIAL CONDITIONS 52.2 Blocking ......................................................................................................................38 52.3 Type of Cash Piae. ...................................................................................................38 52.4 Tim ......................................................... ..............................................................39 52.5 Connection of Existing Mains.......................................................................................39 .. 52.6 Valve Cut-Ins ...............................................................................................................39 52.7 Water Services.............................................................................................................39 52.8 2-Inch Temporary Service Line....................................................................................41 .. 52.9 Purging and Sterilization of Water Lines ......................................................................42 52.10 Work Near Pressure Plane Boundaries........................................................................42 52.11 Water Samg_le Station...................................................................................................43 52.12 Ductile Iron and Gray Iron Fittings............................................................................ ....43 D- 53 SPRINKLING FOR DUST CONTROL..........................................................................44 5:-54 DEWATERING............................,...,............................................................................. 6--5-5 TRENCH EXCAVATION ON DEEP TRENCHES...................„........,...........,...............44 b-- 56 TREE PRUNING..........................................................................................................44 D- 57 TREE REMOVAL.........................................................................................................45 D- 58 TEST HOLES. ......... ..........................................................,........................................45 D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION................................. ..........45 ,. D-60 TRAFFIC BUTTONS. ..................................................................................................46 D- 61 SANITARY SEWER SERVICE CLEANOUTS..............................................................46 D-62 TEMPORARY PAVEMENT REPAIR............................................................................47 D-63 CONSTRUCTION STAKES .. 6---64 EASEMENTS AND PERMITS......................................................................................47 5---65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING................................................48 D- 66 WAGE RATES. .................. .............................. ............... ............. ...... ...........48 .. D-67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE .....................................48 D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN1 ACRE)............................................................................................................49 ON D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS...............................................................................,....51 D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD.................................................51 ON D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION .....................................................51 6-72 AIR POLLUTION WATCH DAYS..................................................,..............................,....52 6-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS..... ......................................52 om Am 00 .. s 10127104 SC-2 PART D - SPECIAL CONDITIONS _ 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 —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: 2004 Capital Improvements Program Standish Road & Wilson Lane (Cherokee Trail to South Cul-de-sac) Roadway Improvements & Water and sanitary sewer improvements FORT WORTH, TEXAS DOE PROJECT NO. 4570 WATER DEPARTMENT PROJECTS NO. PW264 541200 60917 00017 83 & PS274 541200 70917 00017 83 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 following Special Conditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two(2)years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modifications as herein contained, the Fort Worth Water Department's General . Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, 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 10/27/04 SC-3 Oft PART D - SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in .. favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transportation and .. Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. •• INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the 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 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.. 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 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. .. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1027/04 SC-4 PART Q - SPECIAL CONDITIONS 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' compensation 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 extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity; 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. 10117104 SC-5 sf I I V �ISI�i� N1 TY ) � PART D - SPECIAL CONDITIONS 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 a 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 .p certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all* coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the .. 10127104 SC-6 PART D - SPECIAL CONDITIONS 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 Workers 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 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 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 (as approved or authorized by the applicable utility company) for the support, protection or relocation, and/or temporary relocation of all utility poles„ gas lines, 10127104 SC-7 om PART D - SPECIAL CONDiTIONS 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 i 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. i 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 Am 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. i 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 im making such changes or repairs of their property that may be made necessary by performance of this contract. Oft 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 ow 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. am In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the .. Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D- 8 TRAFFIC CONTROL i The contractor will be required to obtain a "Street Use PermiC prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett. CLV Traffic Engineer at (817) 871-8770, at the pre-construction conference. Although work will not begin until the .. 10/77/04 SC-8 PART D - SPECIAL CONDITIONS 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 flow 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 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 tMIM1Y€fe 10/27/04 SC-9 Im PART D - SPECIAL CONDITIONS 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 on 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 ow 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: oft • 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 am 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 completion dates, including sufficient time being allowed for cleanup. The Contractor shall not commence with water and/or sanitary sewer installation until such time that the survey cut-sheets have been received from the City inspector. D- 16 SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 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 10/27104 SC-10 r PART D - SPECIAL CONDITIONS not be at 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 without 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 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 V-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 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 10127104 SC-11 i PART D - SPECIAL CONDITIONS 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 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.Q.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer 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 furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 10/27/04 SC-12 - PART D - SPECIAL CONDITIONS 8. Such evidence shall be a test report from an independent testing laboratory and must include 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 +-4% of its optimum moisture content. The top two(2)feet of 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, with the exception of Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. Type"B" backfill shall be paid for at a pre-bid unit price of$15.00 per cubic ard. 10/27/04 SC-13 `FFICIAUom cif fir`N0UHP( ���G"I M. R. G� I I�W. .. PART Q - SPECIAL CONDITIONS .. D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing on pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 2040-1 through 2000-3. .. The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents. an 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 ,n 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. on 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. ow 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. an This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. aim 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 am 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 om 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 aim 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: .. 10127104 - SC-14 .. PART D - SPECIAL CONDITIONS 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, (uprights), horizontal rails (wales)and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing _ ground to the bottom of embedment or bottom of excavation. 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 E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all lines at every open 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. 10/27iO4 SC-15 MM PART D - SPECIAL CONDITIONS 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole oft 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 118-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. 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 furnish 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: 10127/04 SC-16 PART D - SPECIAL CONDITIONS 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 grade ring 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. 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. 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 1027/04 SC-17 PAPA- D - SPECIAL CONDITIONS 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. D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum ,. bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (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 perfomaed 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 10127104 SC-18 I PART D - SPECIAL CONDITIONS approved by the Engineer. For situations involving sewer service re-routing, whether on I 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 j 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 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 to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer .e re-route. i 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 AN way. Payment for all work and material involving the "tap" shall be included in the price bid i 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 .W located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 10/27/04 SC119 e. r. PART D - SPECIAL CONDITIONS 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 oft 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 o° 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. on 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 ,m backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top an 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 corrrpabble with om the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes om 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 om 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 om 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 rarr7104 SC-20 - - PART D - SPECIAL CONDITIONS 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 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 Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a 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 2% pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility 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 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). 10127104 SC-21 am PART D - SPECIAL CONDITIONS -- D- 31 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall Oft 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. an 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 ON ("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 an 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 Oft 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 om The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. Im D- 34 SUBSTITUTIONS The specifications for materials set out the minimum standard of quality, which the City believes sm 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. 0. D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be om 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 10127104 SC-22 PART D - SPECIAL CONDITIONS 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. 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 balls 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 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 10127104 SC-23 on PART D - SPECIAL CONDITIONS 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 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 1a27104 SC-24 PART D - SPECIAL CONDITIONS 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 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 ih 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 dw all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. 10127104 SC-25 PART D - SPECIAL CONDITIONS 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 P, recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"H9 -9"H'q) (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. 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional'2" 1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole 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 10127/04 SC-26 PART D - SPECIAL CONDITIONS _ 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. 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 C satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of r" 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. 101227104 SC-27 PART D - SPECIAL CONDITIONS 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. 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. 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 Citv. 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 POW 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. All costs associated with this work shall be included 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. 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 10127/04 SC-28 PART D - SPECIAL CONDITIONS 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 own expense. Any retesting required as a result of failure of the material to meet project lose 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. 4 D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL(FOR DISTURBED AREAS LESS THAN 1 ACRE) an 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 an 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 Im liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth MW 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 on 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 ow soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment a. shall not be operated in live streams. 10127/04 SC-29 PART D - SPECIAL CONDITIONS 4. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials. He shall "- conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. -- D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. 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 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 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 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. 10127104 SC-30 PART D — SPECIAL CONDITION 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 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. Usk 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 me transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. 10/27/04 SC-31 OFFICIAL W05 ; molk diff AIM PART D - SPECIAL CONDITIONS Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (112) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen(15)to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped, The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. 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 plantedand 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 10/27/04 SC-32 PART D - SPECIAL CONDITIONS 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 F—Urity Germination .. Common Bermuda Grass 95% 90% Annual Rye Grass 95% 95% 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 10127104 SC-33 PART D - SPECIAL CONDITIONS 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. 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 into the 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. 10127104 SC-34 PART D - SPECIAL CONDITIONS 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 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 15-20-0 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. 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. 10127104 SC-35 ffim PART D - SPECIAL CONDITIONS "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 material's, and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces. Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-47 SUBSTANTIAL COMPLETION INSPECTIONfFINAL INSPECTION 7. 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. 8. 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. 9. 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. on 10. 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 Am deficiencies,which are discovered at the time of final inspection. 11. Final inspection shall be in conformance with general condition item "C5-5.18 Final on Inspection" of PART C- GENERAL CONDITIONS. D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) Oft 1. 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 OM structure installation except for short tunneling/tree augering. OM ia77iO4 SC-36 .. PART D - SPECIAL CONDITIONS 2. 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. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified 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. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway)within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short 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 10127/04 SC-37 PART D - SPECIAL CONDITIONS conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain — a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hale). — Payment shall not be made for verification of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s)conducted after construction has begun. D- 52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride (PVC)Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant. required, shall be included in the linear foot price bid of the appropriate BID ITEM(S), 52.2 Blocking Concrete blocking on this Project will necessarily be 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: 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. 10127104 SC-38 PART D - SPECIAL CONDITIONS 52.4 Tie-Ins 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. 10/27104 SC-39 am PART D - SPECIAL. CONDITIONS w 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 am Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be am 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 am 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 am outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is on 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. on 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 center line proposed meter location shall be included 00 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. an 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. as 1. 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. *- 2. 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, labor, and equipment used by and for the licensed plumber shall be included in the price 10127104 _ - SC-40 PART D - SPECIAL CONDITIONS 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. 1. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will-include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s).. r• 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 lime (HTH)prior to installation. �' 10/27104 SC-41 ��X'9 PART 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, 314-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible. At the pre-construction conference the contractor will 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 returns 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 City will provide all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be '® furnished by 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 to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 52.10 Work Near Pressure Plane Boundaries .. 10127104 - SG-42 PART D - SPECIAL CONDITIONS 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 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. PM PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop,•fittings, and an incidental 5-feet of type K copper 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 E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. 1027/04 SC-43 r. PART D - SPECIAL CONDITIONS D- 53 SPRINKLING FOR DUST CONTROL an All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this .. contract. D- 54 DEWATERING an 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". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 3. Steel"T"= 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 wire mesh backing as shown on the Drawings. .. D. ROOT PRUNING 7. Survey and stake location of root pruning trenches as shown on drawings. 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. 10127104 SC-44 PART D - SPECIAL CONDITIONS 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. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: 10127104 SC-45 am PART D - SPECIAL CONDITIONS The notification notice or flyer shall be posted seven (7) days prior to beginning any construction on 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/Public 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. 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. .. 10127104 SC-46 PART D - SPECIAL CONDITIONS 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 compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization. No additional compensation shall be made for maintaining the temporary pavement. D- 63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework. These 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 Aft Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. D- 64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on 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 condition or better. In event additional work room is required by the Contractor, it shall be the 10127104 SC-47 on PART D - SPECIAL CONDITIONS Contractor's responsibility to obtain written permission from the property owners involved for the oft 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 costs associated with or required by the permit(s). It is the Contractor's responsibility to provide on the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For railroad permits, any and all costs associated with compliance with the permit(s)including payment for flagmen shall be subsidiary to the bid item price for boring under the railroad. No additional payment will be allowed for this on item. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING •• After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the .. projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin .. until this meeting is held. 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 „w 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 National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or policy whose requirements are more stringent. .. B. ACP is defined under NESHAP as a Category 11, 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. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City .. 1arr7roa SC-48 aw PART D - SPECIAL CONDITIONS of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator.. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents.. D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Quality(TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES)General Construction Permit is required for all construction activities that result in the disturbance of one to five acres(Small Construction i Activity)or five or more acres of total land (Large Construction Activity), The contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http:f/www.tnrcc.state.tx.us/permitting/water . perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities(BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.00m/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project.. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT(NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOI)form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site.The NOI shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water& General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 1027104 SC-49 .. PART D - SPECIAL CONDITIONS 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 SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY—DISTURBED AREA EQUAL TO OR GREATER THAN 5 _ ACRES: A Notice of Intent (NOI)form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shalt 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 DIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least .. 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water .. pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, 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. 10127104 SG50 PART D - SPECIAL CONDITIONS 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 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 ® 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 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: 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. 1027/04 SC-51 on PART D - SPECIAL CONDITIONS 2. The Project Manager and the Directors of the Department of Engineering, Water ®w 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 sm Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and am 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 om satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. on D-72 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the following guidelines relating to working on City Oft 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 lam as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. -6:00 p.m., on a designated Air Pollution Watch Day,that day will be considered as a weather day and added onto the allowable weather days of a given month. 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 $50.00 per permit with payment due at the time of permit application. 2. ,A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re-inspection. Payment by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 10/27104 SC-52 PART D - SPECIAL CONDITIONS - - - - 10127104 SC-53 (To be printed on Contractor's Letterhead) Date: DOE No: 3176 PROJECT NAME:Main C1C411 Sanitary Sewer Drainage Area Part 15 MAPSCO LOCATION: 76L LIMITS OF CONST.: West of 9*Avenue along FWWR between Rosedale and Oleander Estimated Duration of Construction on your Street :<XX>days 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. C-ONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HAIVDY WHEN YOU CALL. PART 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 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 $10.00 CY) Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 $11.52 CY) 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 .4 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 10/27104 SC-55 FORTWORTH Deft DOE NO. XXXX Prof w%m l�Iatna: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, .CONTRACTOR PART D - SPECIAL CONDITIONS 1- F TEXAS DEPARTMENT OF HEALTH E DEMOLITION!RENOVATION NOTIFICATION FORM r NOTE:CIRCLE fiTEMS THAT ARE AMENDED T D N NOTIFICATION#—.- t) Abatement Contractor - TDH License Number: Address: City: Stale: Zip: Office Phone Number. Job Site Phone Number: d Site Supervisor: TDH i.bwww Number. USite Supervisor: TDH License Number: s Trained On-Site NESHAP Individual: Certification Date: Demolition Contractor Office Phone Nurnbert I n Address: City: Billie: . I y 2) Project Consultant or OpeMk,% TDH L"nso Narlber.' Maaing Address: E3 Clay State: tap: Clifice Phone Number: ] T p 3) Facility Owner: _ H Attention: Mailing Address: City: State: Zap: Owner Phone Number(- 1 "Nolo:The Invoice for the notification fee will be sent to the owner of the buiiding and the billing addmss for the invoice will be til obtalned from the Information that Is pfovided In this section. N 4) Description or Facility Name: E Physical Address; County_ City Zip; 5 Facility Phone Number( i Fac+Tity Contact Person: H Description of ArealRoom Number. A Prior Use: Future Me: P Age of BuildinglFaeility: Size: Number of Floors; School(K-12): D YES til NO +. D 6) Type of Waris: 0 Demolition a Renovation(AbatemenQ (3 Annual Consolidated Work will be during: la Day a Evening ❑ mght 0 Ross*Psoject 13 Description of work schedule: .r 6) M this a Pubtle Building? 0 YES ❑ NO Federal Facility?❑YES n NO Industrial site?❑YES 0 NO ❑ NESHAP-Only Facility? ❑ YES ❑ NO Is BuidinplFacilityr Occupied? O YES 0 NO L 7) Notification Type CHECK ONLY ONE .. o Original(10 Worldng Days) 0 Cancellation D Amendment ❑ EmeryencylOrderad P if this is an amendment,which amendment number is this?(Enclose copy of original andlor last amendment) I. H an emergency,who did you teat wM at TOM Ernergetwy r a Date and Hour of Emergency(HINMINVOMYY); ti Description of the sudden,Nested event and explafrs#on of how the event eaused unsafe conditions or Would cause equipment damage(computers,machinery,etc n B) Description of procedures to be followed In the event that unexpected asbestos is found or previously non-liable asbestos material becomes crumbled,pulverized,or reduced lo powder. E _ S) Was an Asbestos survey performed? a YES D NO Dom: t I TDH inspe.lcr License No: Analytical Melhod:❑PLM ❑TEM❑Assumed TDH Laboratory Lioense No: N (For TAHPA(pubic building)projects:an assumption must be made by a TDH Licensed Inspector) 10) Description of planned demotition or renovation work,type of material,and metliod(s)to be used 11) Dwaipficn of work practices and engineering controls to be used to prevent emissions of asbestos at the demoitionlrenoon: 10127104 SC-57 PART D - SPECIAL CONDITIONS it 12) ALL applicable Items in the following table must be completed: IF NO ASBESTOS PRESENT CHECK HERE Approximate amount of Check unit of measurement TM Asbadtos-Gontaining Building Material Asbestos Type Pipes Surface Area Ln Ln SO $Q Cu Cu Ft M Ft M Ft M RACM to be removed RACM NOT removed Interior Category I non-friable removed .• Fxderiot Category I non friable removed Ga I non-friable NOT remover! Interior Ce it tion-hiabla removed ExmrW Cate 11 non-friable removed CatemEX 11 non-friable NOT removed ' RACM Olf-Facility Component 13) Waste Transporter Name: TDH License Number. Address: C14g: Stat.: Zip: Contact Perum', Ptxm Numbec ( 1 14) Vfts*Dis�al Sit!Name_ A0dresa: --___ City: - Suer: -- Zap: Tdoptlone:( 1 TNRCC Permit Number. 13) For sintcknally unsound facilities,attach a copy of damefitlon order and identify Govemmerrdal Official below. Name: Registration No: Tim: Data of order bets Groat to boon(MWDWM I t 16) scheduled Dates of Asbestos Abatement WMlDD" Start: 1 f Comply: 1 1 17) Scheduled Dates DernolftionlRenovation(MMOD/YY) Sten: I 1 Camplate: J / "Note:Nthe start date on this notittpdtn can not be nwt.the TDH I149ionai or Local Program office Must be contacted by phom prior to the start dais. Failure to do so Is a vlolatlon in accordance to TAMPA.30"on 29SAI. 1 heroby carGfy Und all krlonnatlon 1 have provided Is correct.compbGr,and true to the best of my knowledge, I acknowledge that 1 stn m sponsible for all aespeats of I*notification form,includirS but not frmitinp.contenk and submission dates. The maxitnum pwelly is$10,000 per dept per violation. (Sowdum or Sinding Owner/OpenMor (Printed blame) (fie) (Telephone) or Delegated ConsultanUContradtcu) .� I MAIL TO- ASBESTOS NOTIFICATION SECTION (Fes Number) TOXIC$UWANCES CONTROL DIVISION TEXAS DEPARTMENT OF HEALTH "Faxes we not acceptee PO BOX 143538 'Faxes aro not accepted' AUSTIN.TX 78714-3530 PH:512-834-660U."00-572-55d8 Form APED,dMed 07/2992.Reptaces TDH farm dated 07A"l.Fw assistanca 6r compteVM Avmi,cae 1-800-572-5548 10/27/04 SC--58 d. CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: Standish road &Wilson Lane Roadway Reconstruction From Cherokee trail to South Cul-De-Sac, DOE No 4570 1. SCOPE OF WORK: The work covered by these plans and specifications consist of 6" HMAC paving, over 8"lime stabilized subgrade or 6"reinforced concrete pavement over 6"Lime stabilized subgrade 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. 00% 3. WORK ORDER DELAY: All utilities and right-of-way are clear and easements and/or permits obtained on 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. 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, 2nd 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"nonresponsive"and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. !X 2 k �arH'1t,G, U. 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 Construction, City of Fort Worth. 10. TRAFFIC CONTROL: The contractor shall be responsible for complying, following, and maintaining a traffic control plan during the construction 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,"coded as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. The Contractor shall not install any sign on a city post, pole, or structure 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 871-8107), 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 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. 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 interruption 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 01980 Texas Manual on Uniform Traffic Control Devices,Vol. No. 1." 13. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoilffill material, the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have SP-2- 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 REQUIREMENTS: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. 7, 15. 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. j. (c) Quality control testing of in situ material on this project will be performed by the City at its own expense. Any re-testing required as a result of failure of the material to meet project r 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: SP-3- "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 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 $0.10 per page. under 2. More than 50 $0.85 for first page plus$0.15 for each page thereafter. copies (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 SP-4- audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." 20. CONSTRUCTION STAKES: The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and 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.), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/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, in the opinion of the Engineer,a sufficient number of stakes or markings provided by the City have been lost, destroyed, or disturbed, that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place, then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will -. continue to be charged in accordance with the Contract Documents. 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 in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 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 preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871- 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City, To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 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 SP-5- 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—PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • 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-0f--way is cleaned up to the satisfaction of the Engineer. NON-PAY ITEM No.6—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. NON-PAY ITEM No. 7—NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. NON-PAY ITEM No. 8—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, 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. SP-6- The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. NON-PAY ITEM No.9—PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, .,, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. NON-PAY ITEM No. 10—WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) Sieve Size % Retained -- 1. 0-5 %" 0-15 3/8" 55-90 #4 90-100 #8 95-100 Los Angeles Abrasion Test:50% Maximum wear per A.S.T.M.Designation C-131. PRE-BID PAY ITEM -UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the"Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined 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. PRE-BID PAY ITEM-PROJECT DESIGNATION SIGN: The contractor shall construct and install two(2)Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in — accordance with the enclosed 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 %" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. SP-7- The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and ,. incidentals necessary to complete the work. PRE-BID PAY ITEM-ADJUST 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. PRE-BID PAY ITEM -ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specked. 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. PRE-BID PAY ITEM-TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth(compacted)over the parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume(full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 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. their respective dimensions. PAY ITEM-7"CONCRETE CURB: The contractor may, at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty(30)minutes after the concrete in the slab. SP-8- PAY ITEM - RETAINING WALL: This item will consist of placing retaining in locations and at heights determined by'the engineer in the field. All applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows: Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13 "Retaining Wall With Sidewalk"where applicable OR as detailed on the plans. All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be protected. Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the contractor. �- PAY ITEM - REPLACE EXIST. CURB AND GUTTER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field. The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTTER" 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 -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: w. 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 -a furnishing design, materials, tools, labor, equipment and incidentals necessary, including removal of the system. PAY ITEM -6" H.M.A.C. PAVEMENT(Thickness Tolerances and HMAC Testing Procedures): - The base course shall be a 4" deep Type"B" course placed in one lift. The surface course shall be a 2" deep Type"D"course placed in one lift. All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: SP-9- 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than % of the roadway width. 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas(as determined in item 1)found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 6) HMAC Testing Procedure: The contractor is required to submit a Mix Design for both Type"B"and "D"asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two(2)years old. Upon submittal of the design mix a Marshal (Proctor)will be calculated, if one has not been previously calculated,for the use during density testing. For type"B" asphalt a maximum of 20% rap may be used. No Rap may be used in type"D" Upon approval of an asphalt mix design and the calculation of the Marshal(proctor)the contractor is approved for placement of the asphalt. The contractor shall contact the City Laboratory,through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type"B"and for Type"D" asphalt will be 91% of the calculated Marshal(proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type"B"and"D"asphalt. Densities on type"B" must be done before Type"D"asphalt is applied. Cores to determine thickness of Type"B"asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must be taken to determine the applied thickness. PAY ITEM-6" REINFORCED CONCRETE PAVEMENT: The concrete shall be placed to a thickness of 6" as identified in the construction plans and reinforced with #3 bars spaced at 24" center to center each way. All provisions of Standard Specification No. 314 'Concrete Pavement'shall apply. SP- 10- (To be printed on Contractor's Letterhead) Date: DOE No: 4570 PROJECT NAME: MAPSCO LOCATION: <XXE> LIMITS OF CONST.: <Alpha St. between Beta Street and Gamma Ln.) Estimated Duration of Construction on your Street : <XX> days N THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL SP- 11 - rr .r PART E .. SPECIFICATIONS: REFER TO STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION,CITY OF FORT WORTH(T&PW DEPT.) so SPECIFICATIONS: REFER TO GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR WATER DEPT.PROJECTS s .r i t .r r�r w �r .r .in 1 � Bo CITY WEEK 23Y VEX, .. mm so PART F CERTIFICATE OF INSURANCE .. PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND mm .r r rr A" +r .r .m am a mo +r ACORD,, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYI� 3/6/2006 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cadenhead Shreffler Insurance ai Bonds ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8701 Bedford Euless Ad Ste 450 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Burst TZ 76053 (817) 299-3800 (817) 299-3890 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA Ameri sure Mutual Insurance 23396 McClendon Construction Company, Inc. INSURER B: PO Box 996 INSURER C: Burleson TZ 76097 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTVNTHSTANDING 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. WSii'.._... ------------- POLICY NUMBER EFFECTIVE POLICY EXPIRATION UNITS TYPE Of HanigAmm DATE I[MMIDDrYY) DATE IMMnXXM GENERAL LABILITY EACH OCCURRENCE $ 11000,000 ED A Z COMMERCIAL GENERAL LIABILITY CPP2034918 1/31/2006 1/31/2007 p MCET EaEocareme $ 300,000 CLAIMS MADE aOCCUR MED EXP onaperwn) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE_MLAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY I Z I PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT = A Z ANY AUTO CA2034917 1/31/2006 1/31/2007 (EasedderM) 1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Persan) Z HIRED AUTOS BODILY INJURY = Y NON-0VM1ED AUTOS (Par acudwa) q PROPERTY DAMAGE _ i (per acadert) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AU70 OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSA MSPS1. a LL*ANL TY EACH OCCURRENCE $ 2,000,000 A OCCUR CLAIMS MADE CU2034920 1/31/2006 1/31/2007 AGGREGATE $ 2,000,000 S DEDUCTIBLE $ Z RETENTION $ 0 $ A I WORKERS COMPENSATION AND NC2034921 1/31/2006 1/31/2007 y WCSTATU- OTw- ...... EMPLOYERS'LIABILITY --- ANY PROPRIETOROPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 CFFKMRAsEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000,000 K tleernbe raider $pECIAL,PROViS10.S 1.1. E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS .. RE: Standish and Milson City of Ft, north, Its Officers, Employees ri Servants are included as Additional Insured on the General Liability and Automobile Policies per policy fore. CERTIFICATE HOLDER CANCELLATION Oft SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Ft. north DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 1000 Throckmorton Street IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR wel REPRESENTATIVES. Fort Horth TZ 76102 AUTHORD:EOREPRESENTATIVE .w ACORD 25(2001108) ®ACORD CORPORATION 1988 Page 3 of 4 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.4570 and City of Fort Worth Project No. P264- 609170001783/P274-709170001783/C200-209400001783. 264- 609170001783/P274-709170001783/C200-209400001783. CONTRACTOR McClendon Construction Inc. By: PRESIDENT Name: Title: DAN w CLEN't::i0M, PRESIDENT Date: STATE OF TEXAS § COUNTY OF TARRANT § f;�� B�®r me, the undersigned authority, on this day personally appeared JW►1� �X\ lknown 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, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. 'I �e Given Under My Hand and Seal of Office this I`1� �day of i� VMA(i, 20 o . . Notary Public in and #r the State of Texas st,W y P �. TAMMY WILSON Notary Public,Stats of Texae My Commission Expires F {E March 07,2009 IIIIII �, , PERFORMANCE BOND .., Bond No. 8203-50-78 THE STATE OF TEXAS § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) McClendon Construction,Inc.as Principal herein,and(2)Vigilant Insurance 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: One Million Two Hundred Seventy-Two Thousand Seven Hundred Ninety-Five and No/100..................... - ($1,272,795.00) Dollars for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,Principal has entered into a certain contract with the Obligee dated the�8' 14 200;2006 a copy of which is hereto attached and made a part hereof for all purposes,for the construction of: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Standish Road and Wilson Lane(2004 CIP Proiect No.00017) NOW THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void;otherwise,to remain in full force and effect. A 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 such statue,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. FEB 14 2006 SIGNED and SEALED this day of .2006. ATTEST: McClexffo-h,�Construetion,Inc. (Principal)Secretary PRINMrwz2v BY: .. Title. DAM N CCLENP N, PRESIDEMT (SEAL) PO Box 999 Burleson,TX 76097 (Address) Vigilant Insurance Company Witness as toincipal -" "Surety q luoq-1 Address BY: ATTEST: (Attorney-in-fac6 j5) Charles D.Sweeney,Attorney-in-Fact .r (Surety)Secretary 2001 Bryan Street,Suite 3400 Dallas,Texas 75201 (S� (Address) 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 the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Aness as to urety Jennifer R.Borock .Box 87 ,Fort Worth,Texas 76124 (Address) 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. PAYMENT BOND Bond No. 8203-50-78 THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)McClendon Construction,Inc.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 One Million Two Hundred Seventy-Two Thousand Seven Hundred Ninety-Five and No/100.......................... Dollars ($1,541,501.84) 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: n0rF WHEREAS,the Principal has entered into a certain written contract with the Obligee dated day'of 2006, 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 Main Replacement on Portions of Standish Road and Wilson Lane(2004 CIP Proiect No.00017) 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 and materials in the prosecution of the work under the contract,then this obligation shall be void;other wise,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 statue,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and Surety have executed this instrument. . SIGNED AND SEALED this day of 7R, 1 4 '70' 006. McClendo-D Construction Inc. PRIM AI: ATTEST: By: K�A4 A �W2ZC---, Name: DAN MCCLENDON, PRESIDENT (Principal)Secretary Title: D"9WLENDON, PRESIDENT - ( AL) Address: PO Box 999 -- Burleson,TX 76097 Witness as to Princ' 1 Vigilant Insurance Company SURETY I/ ATTEST: By: Name: Charles D. Sweeney .'`Secta3'q - Attorney in Fact - (SEAL)_ — Address: 2001 Bryan Street, Suite 3400 -` Dallas,Texas 75201 Wi ess as to urety 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 the bond shall not be prior to date of Contract. MAINTENANCE BOND Bond No. 8203-50-78 THE STATE OF TEXAS § COUNTY OF TARRANT § .w That McClendon Construction,Inc. (Contractor),as principal,and V> ainth nYanmCon4xw 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 One Million Two Hundred Seventy-Two Thousand Seven Hundred Ninety-Five and No/100........................................................................................... Dollars ($1,272,795.00) 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 of 3 4 Zoa, 2006 copy of which is hereto attached and made a part hereof, ..e the performance of the following described public improvements: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Standish Road and Wilson Lane(2004 CIP Project No.00017) the same being referred to herein and in said contract as the Work and being designated as project number(s) P264-609170001783/P274-709170001783/C200-209400001783 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 made a part hereof,and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of Two 2 Years after the date of the 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 w 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 w 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 8 counterparts, each one of which shall be deemed an original,this day of FEB 1 4 NOR A.D. 2006 ATTEST: McClendm Construction Inc. (SEAL) Contr for ..` By: Secretary Name: DAN MCCLLNDON, PRESIDENT Title: 90 IftCLENDON, PRESIDENT , ,.. XAT4£�SL' ViOlant Insurance Company (SEAL) Surety By: f I Secretary Name: Charles D. Sweeney Title: Attorney-in-Fact go 2001 Bryan Street, Suite 3400 no 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 Kyle 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 Kenneth C.Wendel,Assistant Secretary Fra k E.Roberrsidn,jVice President STATE OF NEW JERSEY as. County of Somerset On this 30th day of April, 2003 before me,a Notary Public of New Jersey,personally 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 Mm to be Vice President of said Companies;and that the signature of Frank E.Robertson, 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 �PY'RUMA� JANA KRUMPFER �Q ,t�OTAFJ -P Notary Public,State of New Jersey No.2297116 y PUBL% Commission Expires February 25,20 08� Notary Public �h JE CERTIFICATION Extract from the By-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 Attomeys-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 (I) 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 �,SuwwcF `kpEllfi r , ,aS1R !c� 00 `��otretv�4y�*s A W �kDIANt' k15 qS�� }SFW Y04`I`� �. 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 Fxxm 15-10-0225(Ed.4-99)CONSENT CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT R d This agreement made and entered into this the FEQay If 2006 A.D., 2006, by and between +t 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 I Ph day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the am 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,Inc., 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: r Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Standish Road and Wilson Lane(2004 CIP Project No.00017) 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 .w hereto attached and made a part of this contract the same as if written herein. 3. ..w 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 ,r within a period of 210 calendar days. 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$420 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. w 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 w. 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 Owner, its officers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. a+ an 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 Ift 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 One Million Two Hundred Seventy-Two Thousand Seven Hundred Ninety-five and no/100..............................................................................................Dollars,($1,272,795.00). 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. wr 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 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the .N corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. Done in Fort Worth,Texas,this the FdaBy o200 f ,A.D., 206. RECOMMENDED: CITY OF FORT WORTH BY: euAL►t�t.�K� DIRECTOR, DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: Marc A. Ott, Assistant City Manager TRANSPORTATION/ UBLIC WORKS DIRECTOR ATTEST: McClendon Construction,Inc. PO Box 996 Burleson,TX 76097 CONTRACTOR CITY SECRETARY (SEAL) BY: Contract AUthorizatiox MIN NKLE r©ON, PR --�-yA-a p �� � Date TITLE McClendon Construction Co., Inc. P.O. BOX 999 APPROVED AS TO FORM AND Burleson,TX 76097 LEGALITY: ADDRESS AS T. CIT ATT RNEY November 1960 Revised May 1986 Revised September 1992 APPENDIX A STANDARD CTTY OF FORT WORTH DETAILS .e rrr ri r. C O . 0 .02 L v lu <n �\ L W C C 4 In u m CL 3 L W � EaHa � 0 c H X m � > It s W C 0 JL_ d:C oc Q LL C ••a 41 O FA = dl N ~ 4- O X X-C- ! �'� 7- -{- C 41 b m m a a a 0 � � ' G13 Ca FL 0 0 u WC3� m ) Yo v W td m UU V♦' L. L a3 _ Q — wo3 — �- — C O 7 M �CO C 00 Oa+ HO • go c c . C � � v c 0 W . •�� � ioFt- ..1 ja �D m V � vv a � s > • C L• a u u d O a a v Ji L L Oc41 o 0 H " a 4- 0 a 06 6 .� '.00 a a - F- to 'N '. b• - N A M I o z N C. 0 U 00 _ L r o c O M •- d u o �a C N 4J C %D Io O dW t V d V - ++ • �_y � O e � d n f\ � Io �.+ p •v 3 N 1 v) .2 N 1 J Q O C L - d • W W -• -r+ �+�I a -- 0. 0 M O i+ YF ��' rrn ¢ �+ d •m- in L VIS d Y fu 11 1 1 W d� •C 10 10 1 1 r1 1 • ~ • O 2 10 C t- .G O 'd 'v O J C 1 • / 1 L LICn •— O O11 1 1 10 10 _V •J +► 1 1 1 1 O \ C C d > �, ...:.L 1 M VI V) S VI m Q 1 1 s e-l 1 Z 1 1 1 1 1 1 1 .yrr-: ' Q �OO� W 11 kh 1 • W V N „0£- 'N!W j N 9 �Y 1 1L .J W 1= W LL a. d5 r Its V M K) 1/ 11 1 11 r %% �% 4p ma .. •1 CC tf w . awl [[ O 9k �V In �3 { N { O o u CC 62 } ' vl � . .1•, ., . :fr V � y�, o •s %; , 1f YY m , t K § � NOW . �x | I I �� � � ■ � ■E - f - 222s ¢ § ■ . ' ■ w 66 ■ � � • � � � - � . . ■� � \ \ 2 . \$ � iz � LY � # i5I § Afi or -----. -----.� f � � .•- � � � � � K ■ | on . § e Z �t $ 3 § • | ' | a C4 _■ 2 0 . � | | | �� ■ - m • , . ' � � � fL-- -------- - �, � §2 2. a ��■ � a■� � Paving Or Other ISurface Materiaj .. loll .t ' ; ai•.:tet. +..• •...•.rs•Y ;a+ V:� Y J' • .� yli . .tip r.. r••D a• . , L•s-.;1: � "• r;r• =0••Q;- ,.%••,• '%Q� '•a• _ gyp.; , •' ,�� •ro p.. •. Roadway Base `T--�—� .■ I I I if Valve Operating -Nut is More Than 3' Below Pave- ment Surface - Provide Extension Stem To 1 ' Below McKinley iron and Steel C0. 9 Pavement Surface. I No. YB5 three piece valve box or equal . Detail Pertains to All Gate Valve u_ Gate Valve Sizes 4" Thru 12" Torque bolts prior to backfill. do Mai n —/ TYPICAL GATE VALVE AND BOX, EXTENSION STEM DETAIL FIGURE 3 E 1-10Material 1-1-78 E 2-10 Construct ion ^ 6" Lead from Mains. 12#1 and Larger to Have Gate Valve .. Exasting or PropooW Curb :a�. Bottom Rest Concrete Blocking .s' :•�: pie Concrete + .;4 Blocking s�• , J Fire Hydrant '" Exercise care to avoid Main r, � ems: : Plugging Drain Hole With Concrete Existing or Proposed Curb Firc Hydrant to Pavement or Other Surface be Set Plumb Trench 2'-6" Base Parkway -- ♦s Extension Barrel and Stem for Extra Bury Depth if Necessary Gate Valve lMinimum 7 C.F. Grave 6" Fire Hydrant Proportionally Anchoring Coup- Lead Around Base ] Ing for Connec- t i on of f of Can- Ma in trete Pipe 1210 Diametor and �=•'• Larger Concrete Blocking Concrete Rest 12" x 12" x 6" * Bury Depth: (1) 3'-6" for Cast Iron Pipe Varies (2) •5'-0" for A-C Pipe Ref. Figure 6 ST NDARD FIRE Nr. QRAN'T DETAIL -1=;� f IOUR E 5 E2-12 Const NOTE: Bearing Areas shown are based on 150 P.S. 1 .G test pressure and 3000 P.S.F. soil bearing value. 9� J //0 ??o ass °• iso a �� Plug . 0. Tee 1500## Concrete o• 1 ' zt Bend 11X11 �t� r w•�' t ���11P "E" 1500## Concrete HORIZONTAL BLOCKING TABLE *Dimension "X" May Vary If Necessary To Provide Bearing j Against Undisturbed Trench Wall r - Pipe X-* 110••- 15' 220 - 30' 45' 90' Tee Plug Size Dim. �� �� 11 �� Max. �� �� Min. Max. �� �� Min. Max. �� �� Min. Max Ft. C Area r aVol . a jml- 411 1 .90 .8 .05 .95 .90 .05 .95 .90 .05 .91 .82 .05 1 . 16 :5 .05 611 1 .5 . o :8 .0 0 .051 1 .05 1 . 10 .05 1 .73,j - .0 1 . 12 1 .41 .0 811 1 . 0 .8 0 .05 1 .41 2.00 .05 1 .86 3.4 .1 1 .57 2.4f. . 1 I lo" 1 . 0 .8 .05 1 .26 1 .60 o5 1 .79 3.20 . l 1 2.18 5.62 .2 1 .99 3.9 • 15 12" 1 .5 1 . 10 1 .2 .05 1 .48 2. 0 .1 2. 14 4.50 .2 2.83 0.00, 2.38 5.6 .2 1611 12 1 .41 2.a . 1 2.00 4.00 . 1 2.83 8.00 .4 3.75 4.10 .65 3. 16 10.0 20" 2 1 1 . . l .2 2. 4 6.20 212.40 .6 4.7o .00 1 . 1 . 415.5 • 5 24" 2 2. 14 4. .2 .00 .00 4.2 8.10 5.65,32-00 1 .8 4. 6 .6 1.05 p 30" 2. 2.66 7. 1 .55 3.78 .20 1 .0 5.30 20 1 .75 7.05 80 3.4 5.91 .3 2. 1 f 6" 2. 10.0 4. 0 Q40 1 .4 6.36 Q.80 2.6 8.So 2.00 . 1 .20 1 .0 2.95 211 1 8. 0 .0 k75 I " 4. 8 1$. 1.6 6.00 00 2. ii.48 .4 1 1 .14 126. 10.4 0 .0 6.1 4" .0 .70 S00 .QO 9.40 8$OO 0.00 13.00 2 1 0 10.7 115D012.0 NOTES: Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of all block bearing areas shall be Identical to the horizontal dimension shown. HORIZONTAL BLOCKING DETAIL FIGURE 9 E-1- 20 Material E 1-1-78 -2-20 Construction TYPE "Co BACKFILL SEE SPEC. EI-2.4 6":.. G.C.D. MINIMUM So INIM BACKFILL COVER SAND MATERIAL EMBEDMENT AA';Y. w ee INITIAL BACKFILL SEE SPEC. E1-2.3 G.C.D. MINIMUM EMBEDMENT WATER: SIZES UP TO AND INCLUDING 12" IF TYPE V BACKFR SEE SPEC. EI-2.4 ®r91 - CLC.D. MINIMUM INITIALINITIALBACKFILL COVER A ;WATO — W SEWER — Ir CRUSHED STORE OR SAND STORM DRAIN — 12* MATERIAL INITIAL BACKFILL SEE I IEEE SPEC. Et-2.4(b) OR E1-2.3 aC.D, MINIMUM EMBEDMENT • STONE EI-2.3 LTF WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES MATERIAL SPECIFICATIONS SAND GRADATION *LESS THAN 10% PASSING om SIEVE THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS sPl - 10 OR LESS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH THE EI-2.4(b) AND E1-2.3 OF THE G.C.D. AND SM. SPEC ITEM 402 OF THE 'TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION, ALL OTHER f CRUSHED STONE GRADATION PROVISIONS OF THESE ITEMS SHALL APPLY. A c SEW SIZE 59 RETAINED is 0-10 1/2- 40-75 WATER, SEWER & STORM DRAIN 31ir 35-90 EMBEDMENT AND BACKFILL DETAILS L #4 90--100 f fe 95-100 CITY OF FORT WORTH—CONSTRUCTION STANDARD pp FIGURE A DATE.-2-19-02 O C tp C4 4 R •• O W N Z, C V 0 3W RMw o C N mqc N � �V mLUOyb �% � w 00 w o o o O i� •R O • W p a3 Ix 2 , � C01b • p w y aC V4m (30E � tiY LL Ix 0 til N @3 O IC v iC p v �\ t E w I OAM C9 ed 3 q O a . • rr .r � m • c46 lb ftth *0 VA co tx ® �► o- R � CIO i91k� / PW*If wIf i by afnrsf cbnfnWcfov- •�':: ; :ri 1 2.6 fewer e*&e wevp. O,wafe .Pi:� wee ev A&Pro .Aof 1 1 Tib► d eel A!/et ^q sltySfrarEm Me .Nw,e!/f�ko CeHe+�tfe ova :r j ' `•`�:» exlerd fo PePe da or s+tcfio" or- egael, .Pkv'•-E-Z-/� ••,� m=Elm ' I Il�y9s.�td�► '' '• S�foiv�s. '� � �It!/S�itt' /wifif d.�.atfir� is /ilfy^) fr /;,:� _ ::,°, •'e../ . .�o..�• aiM•��� . fit .. =o•.. C��sr �v000J Comic. fi d"•MlN. J ~;Q -a•• 0 ¢ our!w".- & ?1-0. FMMAIE !o3 3-d-rs fS.- serer `/°e ap r'o 39'd•�, srWeVOW.Po AfWV,wo Z- lP/'scBljl d'/foevv) 1-1-78 E1-14 Material E2-14 Construction l I c009P, sqw! to WeAle r lty 1004 �� `� \ .vo..IaI.I,A;wsfij�rt•F slrs o.. \ i rts%r/'o�aed Cb�.e^tit dt r raii9a, e'oir/o.vn:.r9 ero A.9.T.�1., wed' tib !sesr W Aevekr �- � ��;,,.~� Top o>*'e�avicetla cart L'oel'liie ir!ia/ ..,��folt moo. 'ij� dltcl�ar /S"6elow/'rrr�/j lio�o r * D_' 1 ri.�► eltre'tras. � Y. rJ `L 1 �orr'e�frd by fiat woft.- pied awu'vfXy Ok^lw c+ Bowe eaw- fo o ssft dwe9.�sd hy Me ~lr c /vp.-. d-a aovoe weeiao .. E..9r:►tei: --m �fG!/•PE /O� sroAvo o po AM&MIIOU- 6Owcawl axowv) E1-14 Material 1-1-78 E2-14 Construction Existing surface Backfill as specified „ "'�; •.. r 96 • •Yl f�A,r. i' �• lO 6" min. dimension. 6" max. for pay purposes when bid per cubic yard. O2 6" min. dimension. Max. for pay purposes shall be 6" on mains 24" and smaller, 9" on mains 30" and larger, when bid per cubic yard. O3 4" min. dimension. 4" max. for pay purposes when bid per cubic yard. OClass "E" 150## concrete. CONCRETE ENCASEMENT DETAIL E 1-7Material 1-1-78 FIGURE 113 E 2-7 Construction ' or 3/4 Roadway 6" a Standard a Curb Gutter 21-611 I r z I— J aa+ to I001, - L- 3�a I 1� 0000, a 90 a I ` vai M > 1 1 = a ' LndRoawayin- G=/'—'-, owe 00W WW I 3' Min. .5.�atertight1Plug f" Servi c i ne,14i n. 2 Grade I -� 11 i aY rConc. If C. I . Min.' Grade 1% TYPICAL SECTION Note: Embedment and backfill as required for adjacent sewer main shall be included _ in the price bid per sewer m service complete in place. a a+ �a J L Standard Cur CD Gutter Section c -7 io al 3 a N Service Line ' c OJ Ol Sewer service line location to be marked With red vinyl tape at least 3' Wide and NOTE: 10 mil thick attached to Tees Will Be Used On All Service the extending through the back- end of the service and Lines Constructed At Same Time As fill at th8 point cf house Public Sewer. service connection behind the proposod curb. SERVICE LINE DETAILS FIGURE 115 El-9 Material 1-1-781 E2-9 Construction CO?/P,-TEL) BE JONITE CLA.- OR 2:=7 CONCRETE SEYiEP MAIC: - - - - - - - - �} - - - - - - - - �. CLAY DAM PROFILE "- EYISTING GROUND COMPACTED BENTONITE CLAY CI? 2:27 CONCRETE IF RENCH L' < >0 c. -`...b >���??•> UN::STUR3EG SOI_ Ti'._NC-- DTF t� }. 5e ,. ^1;2V .•. ?yam;; Pim= 1:.; TRENCH ^--�=-`i�y •' Ali r Wit'_-H - PIPE N.A. - 1' V). . CLAY DAM SECTION CLAY DAM CONSTRUCTION v ar t 4 d' V emu Mrs W.I WISAI TVWJL ALACTRIC Cow a NIL(I WON) REM. TY►I W/o cll0es ARM(I WMA) I Row SaALOD W, SOYA • _ R A Ia f 10 Y►ICAL xr at=OF 4 �J c 4, 4 i IT T I � w � III a 1 ' v Z O o w• v v e '�~ Scew" LOCATOR accate+/ ollslmais Tr,CAL = �I.i �+ ! h DRAWM In 8-25 .c • r • • �� • h h s o e • V V _r Ali NOTES I R= width of Roodwr — Fece of Cork to Fees of Arh Z Cos 6 reliepbone Lists Occ&W Some Pos'I on DO/osite Sides of Street — fo Oe 3' Off Cerb ellen par*00 is Greeter rben b J. AU Dimansiows are RsfreecN to Face of Caro mod Center L/ne of W//ilr Easement I. Sower Services ANniman 4' Oeep of curb MrrwM/A AeivlArd br 4ev/iMhr1� CammilJee 7/19/lI Ised /a UMergarrd CoNes A Approved b' _ Alardiaomw Committee !' .Me is, /961 AW /o S�+eb • iREVISED: 9/17/87 dA.N/WAI C } O + AWL: rbia is some Avriiv so a i "` Location of Ufwmes in Tj►pico/ Street Section ® 4 CITY of FORT WORTH,TEXAS—CONSTRUCTION STANDARD 0 10� UTILITY ESMT. DRAWING NO S—M 1 DATE DEC. 1969 344 4•-O" f- "t S/d.d"Sidor011t r6"wide CurO� 0 am dp 13'04 SaM Wo rs Pool +- Feet of Riivi I � ;, >1 �EnNarct ® ° MAt f pp T ai �/Z EgoentAn obw J� — 4b-6"w* CwA-y (?"Eupansiar J '1 a B PLAN vi£w KwiobAr $"tor" _ 6"*we CW4 80M SA*s W EAPWJ iM ,Amid • D EntiAuo 1 4 fy (/�Abdii ------- ----- StdS idero/A L9 :_�' :; a"Sow CusAaw�- Mp Wo MWIVI 6" -- .MOTS AL wAW of RAW* Nr rs to W`"E '' Mob C&W tomo to Braved mpe noM W Ni 1R SEc rl o Ny/£w "t to Seo/v CONCR£r£ sr£Ps CITY of FORT WORTH,TEXAS—CONSTRUCTION STANDARD DRAWING N0. S—M 3 DATE DEC 1969 346 l„r Z 1a— t J • ` u3o 0 W V= Z H W Q W p W IC 3 IGa 0 ` ion AILI a' 0 W G O $ H K�W IL W ��yy W O SSW Z x K a o Q 5 1- O W � W S a O XLI Uo 30 F- W= ZZ adN POO ;m � n OL O O OF VI �u o arac,<� o r 013 —— 0 �wmp Z x S w QC C h pF CO IC a r IL m 349 ,r„„ i - N ' U O Z O !• LO H F- O H In Ul N Q] W J O FW- W N C 7 U jZ2- LAJ � LLI C �U Q tl Of C7 d W U W Q C w U �10 O U Z 00Z F- U Z LLI� U �oLLJOC OU Omr� UO X W✓ � �W Z N w W dS 1--• U p z H t` L- p W (/1 N w Z w W N C w 0! < t� W Z O J< O W O m 0 Z Z V. - O pIL0 n . 0 - < N U Ln V C _ ^- W N ZC to )- U U W 0wC C W ZLjX C } C Z � W p 0 > W 3 1-w 0 LLJ _ (n > W JF = J =(=LLI ZUw Ln U 2 we tr <aV tL Z �wv ? < 3 NNa3 < U� .r�3 m zvd _ �1 F- LII ` C > O O ►- C O I— i..... c'L C.7 LLJC Z _ a O - Q Z 2 0 W ILJ 0 0 W:2 En �- w Of W Y Ln _ C 0 V > < O 07tai. - (.• .Z C Z W Q W O 0 0 W N Z� U Q ►-.r f .0 ZZ Z "'" o C W<C O C = W W E--� F-m Z - -('_- Z Ln W <OZF- of � Mc0 ~ W F. WWWw UN00 F—W Q 3 \ N U _ f I�JNO�-iWc �C ZZ E--� o < W 00 L- UZC ` LJ <JOEJOpFUw U� OEnw UQ p W 2 1 V)3 -IZ-� O Z Z umu J • • {: WO�ZOL- 0V) WQ >- QQ 0Uc 3 . ' f. 0oma<oo<� p�� CnU vow QQ� � < 0 O •::i. Z_McomtmL oU JlY Z Q Zp Wwz QO y O Q c c o :t'. U_!i. ¢ ~ - iv d-Z 2Q < > � 1 ' - r - F- < .. �Q UaZLljo ._' mOF- WLd cv= p cr . :z DoV) l ' J i1. Z W i-• zWOO oCL OOLLU - - - a. HU—(n - ••�dMI W N c <Z z ;.�.- cn _ O. .. W Q O m U >- O�'tLU ' r. . �' ^ o o w � Z } W Mo UZ p _1�WQ x La- � W zd J--EL of w Z. O c v Q�inQ U 0 in c m aCC ' ti VA cz zv o w o f6/� 1- W W IA 9 p ta. JLLI � 0 - crz W m»•-< Z w0j W O Z M C Q o� ` ` - v,vVi�w <Oz� =N Lj JwW22WcWOO PO •. '�� �-~,rte- p J}w�'3 3 y. J m L,.a >- a Z . ./� Q-�4z?xONWZO m La- 007CL QJ3 4,NOwO `M ' OW JIAO0 W zo `r (n > o 0-4-a.a��-oaf a act Ow o_ LLJ C4 cnzz ,.tif - . •T LLJLa uj� '=moo W �' J N zz OV aOW _ LA 7- OOZ CL LLj IL OC) cc cr-�Qa. > ZF- c2 o (If �- WO� 0 3 LLI CL Z -� U LLI c p m J o OC OwLLJ J t9 W a 1.-0 Z MLt LLJZW�O _,O c a u oa� zo F- U j o , ' a v r-a W m ta! U}-�� ot.. i n Wc-Uv --w -1— ;, N 4- L+-Q W C 3 F- F-Z •� '- cc y O r-W Q b U. U V W a OF-VU LJ. s LLI Wx = U U U'O O X C O W U U z U,._ � W Q a LLI W i z •tat 03 Z c>> ►-� a 3.W o Viz_ ..Q df- n,«. z Zw N MSF,- 12 W Q3t/)C� _ma i--4• "Im v X x y U O N u � 0� m 5•_0« e 2«CLEAR TYR 2"SCM.40 PVC p , WEEP NOES tAT 10.-0 OC'\\V ! ~ ( SIDEWALK SLOPE, AT I/4"/FOOT mum � ` COB1i'FRUCTION � JOINT(OPT) L � • N0.3 AT 12"0 C 0w 4.-Ow 2. COMPACT SUDGRADE TO 95% STD.PROCTOR. L PAY PER CUBIC YARD. SCALE3/4"=1' RETAINING WALL WITH SIDEWALK REVISED 9^7/07 J.A.a./w R.M. CITY OF FORT WORTH-CONSTRUCTION STANDARD EFW/WRIM DRAWING NO. S-M 13 DATES JULY 1984 Addendum 3 354b 931VVA x 22 SM, C13 49 fob ci WN O 359 DUMMY JOINT IN RAMP OPTIONAL PROVIDE EXPANSION JOINT ONLY IN IIt-00 DRIVEWAY ONLY. IF CONNECTING TO EXISTING CONCRETE DRIVE. EXISTING CURB &GUTTER IF ANY,MUST BE SAWED AS DIRECT- REINFORCE 6"DRIVE N 3 BARS ED BY THE ENGINEER. A AT 18 O.C.S.W. REINFORCE 4"WALK 0 3 BARS R.O.W.LINE AT 18 O.C.B W. REFERENCE j 11'-O"FOR tSl L Y. 1 ! 18'-0"FOR ID DW E Y I t 1 I STANDARD SIDEWALK 10'-O"MIN. I 17'-O"MIN. i TANDARD b� CURB&GUTTER lK io 1 1 LID=OR TCH AS CTED EXP. JOINT 20'-0"MIN.SINGLE DWY. EXP. JOINT EXCEPTEXCEPT SLIP-FORMED 27L0"MIN-DOUBLE DWY. SLIP-FORMED L ALF LENGTH PAID AS ATTACHED CURB(CONC. SIDEWALK SLOPE 1/4"PERPLAN VIEW PAVEMENT ONLY.) FOOT TO FACE OF CURB OR AS SEE STANDARD CURB DIRECTED BYENGINEER.-% &GUTTER SECTION. PARKWAY WIDTH A ® (SEE TABLE) 18" t 4' SIDEWALK I.3" STANDARD 2" DRIVEWAY AND CURB LCIYID GUTTER PAY LIMIT I Wc> 2"SAND CUSHIONOR :G?='•'.::;Q:::��' 1O 'SUBGRADE.APPROVED SECTION A-A �.OW.LINE STABILIZED PKWY. WIDTH A - 8 DWY, PAY LIMIT SUBGRADE 10, 1' 9W/CONCRETE PAVEMENT ' 11'TO 14' 2'To5' 9' SIDEWALK SECTION THRU DRIVEWAY-TO BE POURED SAME THICKNESS AS DRIVEWAY - leT019' 3'Ia7' 12' APPROACH 5 PAID FOR AS DRIVEWAY 20'T022' S'fa7� l5' APPROACH. EXISTING SIDEWALK IFANY, TO BE REMOVED AND REPLACE& REVISED DRIVEWAY APPROACH REVISED AUG., 79-D.J.SJW.R.i: REVISED FEB81-D.J.SJW.RCITY of FORT WORTH TEXAS - CONSTRUCTION STANDARD ., .AA REVISED MAY. 83-E.EyL/W.R.M- DRAWING NO. S-S 5 DATE: MAY, 1983 361 Addendum 3 NOTE: Sutter to N shaped to conform with concrete volley (or pore, ent) Expansion Joints r Expansion Joints O / hrlereeefing _ r wHay I war M directed by the engineer No.3 01010CAW • �-2• • L �4'a In. 0► equal to �:_,, :r`:ir.•' :s•; '-� •=::�:.'•�"`:: •:•:y•4 ad/eaent pavement depth. s-ii Reoidentlo•1 pit The T• rehdorcM concrete volley, sholl replace the lop T" of the pavement with the rowakktg portion of pavement to N constructed including sub-grade treatment, in accordance with the typical paving station. The concrete vela wN be #*warned according to city &longer* for concrete Curb A /atter. The concrete shoil be of woshed and screened a9gregate with o min. of fire (3) socks of cement per cubic cord of concrete in piece with o Tun flexural strength of 330 pounds per squors inch at seven dors with center loading. TRANSITION SECTION Aixt to Seek For MaMays Cresakp AWor Streets DISTANCE FROM CROWN OF DIP NOTE: Me is sews Drwip of C-)066-8 0` 0.000' REVISED 7-04 EFW/WRM 5' 0.041' REVISED 9/29/4? J.A.M./W.R.M. to • 0.20.206'' CONCRETE VALLEY so' 0.333' 40' 0.456' CITY of FORT NORTH TEXAS—CONSTRUCTION STANDARD So' 0.500' DRAWING MQ S-S 6 DATE; DEC, 1969 Addendum 3 362 e" Mla. SAW CUT EXCAVATION rn' SQUARE WITH STREET F PLAN CLASS A (5-SACK) SAW DEPTH 1.5"MIN. CONCRETE 4 a' MIN. Trp. Nof le Se�h NOTE : WATER VALVE SECTION NOT SHOWN BUT COLLAR IS SAME, MANHOLE b WATER VALVE COLLAR CITY OF FORT INORTN TEXAS-CONSTRUCTION STANDARD DRAINING, NO. 3-1113 DATE t G/AT L � -- -368a Addendui 3 APPENDIX B TEMPORARY RIGHT-OF-ENTRY AGREEMENT LISTING r� u u 2 u u v u u u u u a 2 2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y z a a �d �d a ¢ Q a a a a a a a a a a a a a a a a a a a a a a a a a yy y y y y y y y y y 9 y y y y L. y y y y y f/l y y G J J J J J J J J J J J J J J J J J J J J J J w W W W W W W W W W W W W W W W W W W W W W W W W Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y C p m O Z al� 2 0� W r ? J ? ? J J ? J ? J Z ? 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W/4 ... 7 . 00" HMAC 5.00" REDDISH BROWN SANDY CLAY W/GRAVEL 8 . 00" BROWNISH GRAY CLAY ATTERBURG LIMITS: LL: 56. 1 PL: 23. 4 PI: 32 . 7 SHRKG: L6. 0 MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 2 LAB NO: 40984 LOCATION: 4316 WILSON LN_ CL 3. 50" HMAC 5. 00" REDDISH BROWN SANDY CLAY W/GRAVEL 11. 50" GRAY SANDY CLAY ATTERBURG LIMITS: LL: 55. 5 PL: 25. 5 PI : 30 . 0 SHRKG: 17 . 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: 142 . 0 #/CFT HOLE # 3 LAB N0: 40985 LOCATION: 4409 WILSON LN. E/4 1 .50" HMAC 5. 50" REDDISH BROWN SANDY CLAY W/GRAVEL 13. 00" BROWNISH GRAY CLAY ATTERBURG LIMITS: LL: 48 . 4 PL: 22. 7 PI : 25 . 7 SHRKG: 14 .0% MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 132. 0 #/CF'T HOLE # 4 LAB NO: 40986 LOCATION: 4253 WILSON LN. E/4 1 . 75" HMAC 8 .00" CONCRETE (SAMPLE DAMAGED NO PSI) ® 10. 25" GRAVEL ATTERBURG LIMITS: LL: PL: PI: SHRKG: MUNSELL COLOR CHART: -■ UNIT WEIGHT: N/A #/CFT C/P,A TQ:ni CaOl T1!? 1 To KIM I l7C ►.rlT I'17Ac►IT M�-�T z DOE # 4570 HOLE # 5 LAB NO: 40987 LOCATION: 4240 WX%.SON LN. CL 1. 50" HMAC 6. 50" REDDSIH BROWN SANDY CLAY W/GRAVEL 12 . 00" GRAY CLAY ATTERBURG LIMITS: LL: 54 . 5 PL: 25 . 4 PI: 29. 1 SHRKG: 16.0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 132. 0 #/CFT HOLE # 6 LAB NO: 40988 LOCATION: 4221 WILSON LN. W/4 3.25" HMAC 6.75" REDDISH BORWN SANDY CLAY W/GRAVEL 10.00" GRAY CLAY ATTERBURG LIMITS: LL: 56. 5 PL: 25. 4 PI : 31. 1 SHRKG: 16.0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 140. 0 #/CFT APPPROVAL: OYZE I ROUTING DATE TESTED: 08-24-04 ABE CALDERON DATE REPORTED: 08-31-04 DENA JOHNSON TESTED BY: HERNANDEZ FILE d Sb?f,R5�)iR:n1 CAR) UR )IR NnT I'1:4G NnT I'l_4,-IcZMT I.in>JJ spa-, 4,T CrAfA�_J T_Jx .. 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR " TEST HOLE AND PLASTICITY INDEX PROJECT: 2004 CIP (STANDISH) DOE NO. : 4570 FUND CODE: 01/02 HOLE # 1 LAB NO: 40976 LOCATION: 4300 STANDISH W/4 4 .00" HMAC 5. 00" REDDISH BROWN SANDY CLAY W/GRAVEL 3. 000 GRAY CLAY 9. 00" TAN CLAY " ATTERBURG LIMITS: LL: 46. 5 PL: 21 . 1 PI: 25. 4 SHRKG: 13. 0% MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 2 LAB NO: 40977 LOCATION: 4316 STANDISH CL 1. 50" HMAC 5. 00" RED SANDY CLAY W/GRAVEL 13. 50" DARK GRAY CLAY ATTERBURG LIMITS: LL: 46. 8 PL: 21. 3 PI: 25.5 SHRKG: 14 . 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: 132 . 0 #/CFT HOLE # 3 LAB NO: 40978 LOCATION: 4409 STANDISH E/4 3. 50" HMAC 6. 50" RED SANDY CLAY W/GRAVEL 10. 00" GRAY CLAY ATTERBURG LIMITS: LL: 27. 2 PL: 15. 5 PI: 11. 7 SHRKG: 6.0% MUNSELL COLOR CHART: 6/3 PALE BROWN SANDY CLAY UNIT WEIGHT: 142. 0 #/CFT T` HOLE # 4 LAB NO: 40979 LOCATION: 4257 STANDISH $/4 2 . 50" HMAC 6. 50" REDDSIH BROWN SANDY CLAY W/GRAVEL 4 . 00" LIGHT TAN CLAY W/GRAVEL 8 . 00" BROWN SANDY CLAY ATTERBURG LIMITS: LL: 42 . 5 PL: 23 . 2 PI : 29. 3 SHRKG: 15 . 0% MUNSELL COLOR CHART: 7/3 PALE BROWN CLAY UNIT WEIGHT: 135. 0 #/CFT C,A7'A C*ipF.A,vj ip:ni C�PJ TJP J TP mm l`17C mnT i-i�AQKlT-mnv_j 04,'4.T ClifA�_JT_J�C 2 DOE # 4570 HOLE # 5 LAB N0: 40980 LOCATION: 4240 STANDISH CL 4 .00" HMAC 6.00" RED SANDY CLAY W/GRAVEL 10. 00" GRAY CLAY ATTERBURG LIMITS: LL: 46. 9 PL: 23. 9 PI : 23. 0 SHRKG: 12 . 0% MUNSELL COLOR CHART: 5/3 BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 6 LAB NO: 40981 - LOCATION: 4216 STANDISH W/4 3. 00" HMAC 7 .00" RED SANDY CLAY W/GRAVEL 2 . 00" LIGHT GRAY CLAY -` 8.00" YELLOWISH BROWN CLAY ATTERBURG LIMITS: LL: 42.8 PL: 18.2 PI : 24 . 6 SHRKG: 12 . 0% MUNSELL COLOR CHART: 7/4 VERY PALE BROWN CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 7 LAB NO: 40982 LOCATION: 4200 STANDISH CL -^ 4 . 00" HMAC 7. 00" RED SANDY CLAY W/GRAVEL, 9.00" GRAY CLAY ATTERBURG LIMITS: LL: 54 . 5 PL: 23. 1 PI : 31 . 4 SHRKG: 16.0% MUNSELL COLOR CHART: 6/1 GRAY CLAY UNIT WEIGHT: 146. 0 #/CFT APPPROVAL: / RY JERI ROUTING DATE TESTED: 08-24-04 ABE CALDERON DATE REPORTED: 08-31-04 DENA JOHNSON - TESTED BY: HERNANDEZ FILE SOS'd Sb26822L18:01 S68L TL8 Lt8 N0I1_`lz45; NnTl03lAgNT:wnmA Rb:t t