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HomeMy WebLinkAboutContract 26872 SPECIFICATIONS AND / CONTRACT DOCUMENTS CITY R CT NO. SECRETARY FOR PAVING, DRAINAGE, AND WATER IMPROVEMENTS NW 29TH STREET; Titus to Sherman, DOE. NO. 2129 NW 30TH STREET; Lydon to Sherman, DOE. NO. 2130 NW 29TH STREET; Rock Island to Kearney, DOE. NO. 2131 PEARL STREET; Gould to Long, DOE. NO. 2132 r UNIT I: WATER IMPROVEMENTS PROJECT NO. PW77-060770154050 z UNIT II: PAVEMENT AND DRAINAGE IMPROVEMENTS PROJECT NO. PS46-070460133890 PROJECT NO. C115-020115040557 KENNETH BARR BOB TERRELL MAYOR CITY MANAGER A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING HUGO A. MALANGA, P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT s 'I�E 0 F T PREPARED BY �,�P "° FREESE AND NICHOLS, INC. f �............................ ..........: FORT WORTH, TEXAS RICHARD _G. KELLEY MARCH 2001 """ �i � •• 51613 •��S...... �4. City of Fort Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 6/19/01 **C-18627 1 30PEARL 1 of 2 SUBJECT AWARD OF CONTRACT TO STABILE & WINN, INC. FOR RECONSTRUCTION OF N.W. 29TH STREET, N.W. 30TH STREET, AND PEARL STREET, CONTRACT 1, WITH ASSOCIATED WATER MAIN IMPROVEMENTS RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Stabile & Winn, Inc. in the amount of $1,591,681.15 for reconstruction of N.W. 29th Street, N.W. 30th Street, and Pearl Street, with associated water main improvements. DISCUSSION: The 1998 Capital Improvements Program included funds for the reconstruction of N.W. 29th Street (Titus to Sherman), N.W. 30th Street (Lydon to Sherman), N.W. 29th Street (Rock Island to Kearney), and Pearl Street (Gould to Long). The Water Department has determined that the existing water mains in these streets are in need of replacement prior to street reconstruction. The street improvements include 6-inch lime stabilized subgrade and reinforced concrete pavement, driveway approaches and sidewalks and replacement of existing storm drains. Bids were received on two alternates: Alternate "A" is for 5-inch HMAC (hot mix asphalt concrete) over 6-inch subgrade with lime stabilization, and Alternate "B" is for 6-inch concrete over 6-inch lime stabilized subgrade. After review of the bid proposals, staff recommends Alternate "B" (concrete) for street reconstruction. Constructing the streets in concrete will result in greater durability and less future street maintenance costs. This project was advertised for bid on March 15 and 22, 2001. On April 12, 2001, the following bids were received: Total Amount Bid Total Amount Bid Alternate "B" Alternate "A" Bidder (Concrete Pavement) (Asphalt Pavement), Stabile & Winn, Inc. $1,591,681.15 No Bid Jackson Construction, Ltd. $1,830,629.50 $1,671,517.00 J. L. Bertram Construction & Engineering, Inc. $1,948,101.35 $1,685,019.45 McClendon Construction Company, Inc. $2,047,417.50 $1,910,327.50 Time of completion is 240 working days. Funding is included in the amount of $43,000.00 for water main construction inspection and survey. Also included are contingency funds to cover change orders for these improvements ($22,000.00) and pavement and storm drain improvements ($34,703.00). City of Fort Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 6/19/01 **C-18627 30PEARL 2 of 2 SUBJECT AWARD OF CONTRACT TO STABILE & WINN, INC. FOR RECONSTRUCTION OF N.W. 29TH STREET, N.W. 30TH STREET, AND PEARL STREET, CONTRACT 1, WITH ASSOCIATED WATER MAIN IMPROVEMENTS Stabile & Winn, Inc. is in compliance with the City's M/WBE Ordinance by committing to 10% M/WBE participation and documenting good faith effort. Stabile & Winn, Inc. identified several subcontracting and supplier opportunities. However, the M/WBEs contacted in the areas identified did not submit the lowest bids. The City's goal on this project is 25%. This project is located in COUNCIL DISTRICT 2, Mapsco 47Y, 61 D and 48W. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Commercial Paper-Water Fund and the Street Improvements Fund. MG:k Submitted for City Manager's FUND I ACCOUNT CENTER AMOUNT CITY SECRETARY Office by: (to) Mike Groomer 6140 Originating Department Head: A.Douglas Rademaker 6157 (from) APPROVED 6-19-01 PW77 541200 060770154050 $ 434,924.00 Additional Information Contact: C115 541200 020115040557 $1,156,757.15 A. Douglas Rademaker 6157 APR-09-2001 09:23 Freese & Nichols, Inc. 817 735 7491 P.02/12 ADDENDUM NO.1 to the i General Contract Documents&Specifications NW 291h Street;Titus to Sherman-DOE.NO.2129 NW 30 Street;Lydon to Sherman-DOE.NO.2130 NW 29`h Street;Rock Island to Kearney-DOE.NO.2131 Pearl Street;Gould to Long-DOE.NO,2132 Addendum No. 1 Issued:April 6,2001 Bid Submittal Due Date:April 12,2001 This Addendum No. 1,forms part of the General Contract Documents&Specifications for the above referenced Project and modifies the original General Contract Documents&Specifications. Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the following locations: (1)In the space provided below (2)General Contract Documents&Specifications Part B—Bid Proposal,following Page P-39 (3) Indicate in upper case bold lettering on the outside of your sealed bid envelope: "ADDENDUM NO.1-RECEIVED&ACKNOWL1E EDGED" PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS; GENERAL CONTRACT DOCUMENTS&SPECIFICATIONS. 1. PART A--PREVAILING WAGE RATE Replace this page in its entirety with the revised page included herein. 2. PART B—BID PROPOSAL,UNIT II,Page P-15 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal, 3. PART B—BID PROPOSAL,UNIT II,Page P-21 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal. l 4. PART B—BID PROPOSAL,UNIT II,Pagc P-22 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal. 5. PART B—BID PROPOSAL,UNIT II,Page P-23 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal. 6. PART B—BID_PROPOSAL,UNIT II,Page P-28 # Replace this page in its entirety with the revised page included herein and attach to Bid Proposal. 7, PART B—BID PROPOSAL,UNIT II,Page P-29 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal, I 8. PART B—BID PROPOSAL,UNIT II,Page P-33 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal. E t i Addendum No. I,Page I I APR-09-2001 09:23 Freese & Nichols, Inc. 817 ?35 7491 P.03i12 9. PART 13—BID PROPOSAL,UNIT II,Rage P-39 Replace this page in its entirety with the revised page included herein and attach to Bid Proposal. This sheet changes the contract time from 240 calendar days to 240 working days. This change in contract time shall replace all other references to contract time within the General Contract Documents&Specifications. 10. PART D—SPECIAL CONDITIONS(WATER DEPARTMENT) Delete the following Items: Delete Item D-20 PAVEMENT REPAIR IN PARKING AREA Delete Item D-50 LIFE OF CONTRACT Delete Item D-67 SCOPE OF WORK Delete Item D-69 CONTRACT TIME Delete Item D-72 TIME ALLOWED FOR UTILITY CUTS Delete Item 0-73 LIQUIDATED DAMAGES Delete Item D•89 WORK ORDER COMPLETION TIME Delete Item D-90 MOVE IN CHARGES Delete Item D-92 OPERATED AND MAINTAINING MANUALS Delete Item D--**PAYMENT' H. PLANS Clarification: The installation location of the French Drains as called out in the BID PROPOSAL shall be as follows: 29`"Street- STA. 10+00 to STA. 13+55 (LEFT) 30`x'Street_- STA. 1+90 to STA.4+00 (LEFT) STA. 4+50 to STA.6+50 (LEFT) STA. 7+30 to STA. 10+00 (LEFT) STA. 28+50 to STA.35+70 (LEFT) STA. 35+70 to STA.38+00 (LEFT) A signed copy of this Addendum No. I should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum No. I could cause the subject bidder to be considered"NONRESPONSIVE,"resulting in disqualification. ADI) UM NO, I ACKNOWLEDGEMENT: A.Douglas Radcmaker,P.E. Director,Dept.of Engineering Address: �8 Approved: City:.__0050, .. State: «a hick Trice,F.E. Telephone ik f7-��'-,z Manager,Consulunt Service E Addendum No, 1,Page 2 APR-09-2001 08:23 Freese & Nichols, Inc. 817 735 7491 P.04/12 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 $6.64 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, SACKHOE, DERRICK,DRAGLINE,SHOVEL(411/2 CY) $10.00 CRANE,CLAMSHELL,BACKHOE, DERRICK,DRAGLINE,SHOVEL(>1 1/2 CY) $11.52 FRONT END LOADER(2 112 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 ADDENDUM NO. 1 wagerate.xla 4f7/01 f - }9 TABLE OF CONTENTS PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS PREVAILING WAGE RATE (T&PW&WTR) SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) SPECIAL INSTRUCTIONS TO BIDDERS (PUBLIC WORKS) PART B PROPOSAL FORT WORTH M/WBE POLICY CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW PART C f GENERAL CONDITIONS (WATER DEPARTMENT) SECTION C-1; SUPPLEMENTARY CONDITIONS TO SETION C PART D SPECIAL CONDITIONS (WATER DEPARTMENT) SPECIAL PROVISIONS (DEPARTMENT OF PUBLIC WORKS) PART E SPECIFICATIONS PART F CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND PART G CONTRACT t APPENDIX STANDARD DETAILS TEST HOLE RESULTS 4 PART A NOTICE TO BIDDERS T COMPREHENSIVE NOTICE TO BIDDERS PREVAILING WAGE RATE(T&PW&WTR) SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) SPECIAL INSTRUCTIONS TO BIDDERS (PUBLIC WORKS) NOTICE TO BIDDERS Sealed proposals for the following: THE RECONSTRUCTION OF NW 29h Street;Titus to Sherman NW 30`h Street;Lydon to Sherman NW 29`h Street;Rock Island to Kearney Pearl Street; Gould to Long UNIT I: WATER IMPROVEMENTS UNIT II: PAVEMENT AND DRAINAGE IMPROVEMENTS Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will received at the Purchasing Office until 1:30 p.m., April 12, 2001, and then publicly read aloud at 2:00 p.m. in the Council Chambers. Plans and 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. A forty-five dollar($45.00)deposit is required for each set of documents which contains additional information for prospective bidders. For additional information concerning this project,please contact Mr. Sam Atkins at(817)735-7300 or Mr. Fred Ehia, P.E. at(817) 871-8424. The major work will consist of the following: 2,250 L.F. 10" WATER PIPE 4,750 L.F. 8" WATER PIPE 550 L.F. STORM SEWER PIPE FROM 21"TO 48"DIAMETER 21,500 S.Y. 3"H.M.A.C. PAVING 3,000 S.Y. 6" CONCRETE PAVING Advertisement dates: March 15,2001 March 22,2001 • Fort Worth, Texas NB-1 FTW98510 COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the finishing of all labor, materials, services and equipment necessary in providing a completely constructed project identified as: THE RECONSTRUCTION OF NW 29'b Street;Titus to Sherman-DOE.NO. 2129 NW 30`h Street;Lydon to Sherman-DOE.NO. 2130 NW 29'b Street;Rock Island to Kearney-DOE. NO. 2131 Pearl Street; Gould to Long-DOE.NO. 2132 -� UNIT I: WATER IMPROVEMENTS PROJECT NO. PW77-060770154050 UNIT II: PAVEMENT AND DRAINAGE IMPROVEMENTS PROJECT NO. PS46-070460133890 PROJECT NO. C115-020115040557 addressed to Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m.,Thursday,April 12,2001,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 Building, 1000 Throckmorton Street,Fort Worth,Texas. A forty-five dollar($45.00)deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for thirty dollars �. ($45.00) for each set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159a of"Vemon's Civil Statues"of the State of Texas with respect to payment of prevailing wage rates and City Ordinance No.7400(Fort Worth City Code Sections 13-A-21 through 13-A-29),prohibiting discrimination in employment practices. Bid Security is required in accordance with the Special Instructions to Bidders. NB-2 FTW98510 The major work will consist of the following: 2,250 L.F. 10" WATER PIPE 4,750 L.F. 8" WATER PIPE 550 L.F. STORM SEWER PIPE FROM 21"TO 48"DIAMETER 21,500 S.Y. 3"H.M.A.C. PAVING AID 3,000 S.Y. 6"CONCRETE PAVING Included in the above will be all other miscellaneous items of constructions as outlined in the Plans W and Specifications. The water and/or sanitary sewer improvements must be performed by a contractor who is pre- W qualified by the Water Department at the time of bid opening. A general contractor who is not pre- qualified by the Water Department,must employ the services of a sub-contractor who is pre-qualified. The procedure for pre-qualification is outlined in Item 1 of the "Special Instruction to Bidders (Water Department)". Bidders, shall, if applicable, identify on the last page of the proposal section, the pre-qualified W subcontractor 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 MW rejection of the bid as non-responsive. SUBMI SSION OF BIDS: Only one(1)contract will be awarded for the project which includes Units I and II based on the lowest total amount. 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(60) days from date bids are opened. The award of contract,if made,will be within(60)days alter opening of the bids,but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining all addenda to 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 Department of Engineering at (817) 870-7910. Bids that do not •� acknowledge all applicable addenda may be rejected as non-responsive. NB-3 FTW98510 d. In accord with City of Fort Worth Ordinance No. 11923,the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance from the office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included with the bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non-responsive. The bidder shall submit the MBE/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) business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom the delivery was made. Such receipt shall be evidence that the documentation was received by the City. There will be no pre-bid conference set up. For additional information, contact Mr. Fred Ehia at (817) 870-8424 or Sam Atkins at(817)735- 7300. Bob Terrell Engineering Department City Manager A.Douglas Rademaker,P.E. s Director Alice Church City Secretary BY: T Rick Trice,P.E. Manager of Consultant Services i i_ Advertisement dates: March 15, 2001 March 22, 2001 • Fort Worth, Texas NB-4 FTW98510 " CITY OF FORT WORTH HIGHRAY COCE'TRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION RATE CLASSIFICATION RATE POWER EQUIPMENT OPERATORS AIR TOOL OPERATOR $7.554 MILLING MACHINE OPERATOR $6.650 ASPHALT RAKER $8.565 MIXER (OVER 16 C.F.) $9.000 ASPHALT SHOVELER $8.255 MIXER (16 C.F. & LESS) $7.913 BATCHING PLANT WEIGHER $9.371 MIXER- COtNCRETE PAVING $9.500 BATIE BOARD SETTER $8.920 MC7TOR GRADER OPERATOR CARPENTER $9.447 (FINE GAM) $10.346 CONCRETE FINISHER (PAV) $9.345 MO'T'OR GRADER OPERATOR $9.891 CONCRETE FINISHER (STRS) $9.058 PAV51 NT MARKING MACHINE $6.402 CONCRETE RUBBER $7.733 POMHOLE DRILLER OPERATOR $9.000 ELECTRICIAN $12.761 ROLLER, STEEL R HEEL FL AGGEER $5.598 (PUU -MIX PAVEMENTS) $8.339 FCW BUILDER (STRS) $8.717 ROLLER, STEEL WHEEL - FORM LINER $8.913 (FLA'IRHM OR TAMPING) $7.963 - Fri SETTER (PAV & CURB) - $8.686 ROLLER, PNE("TIC SELF- PRO $7.403 FORM SETTER (STRUCTURES) $8.427 SCRAPER- 17 C.Y. & LESS $8.138 LABORER, Ca44ON $6.402 SCRAPER- OVER 17 C.Y. $8.205 LABORER, UTILITY $7.461 SIDE BOCK $1.793 MECHANIC $10.658 TRACTOR-. CRAWLER TYPE OILER _ $8.698 (150 HP & LESS) $8.448 SE RVICER $8.104 TRACTOR- CRAWLER TYPE PILEERIVER $7.500 (OVER 150 HP)- $8.873 PIPEAYER $8.509 TRACTOR -PNELtWIC $7.735 BLASTER $11.333 TRAVELING MIXER $7.615 POWER EQUIPMENT OPERATORS TRENCHING MACHINE-LIGHT $8.188 ASPHALT DISTRIBUTOR $8.404 TRENCHING MACHINE-HEAVY $12.498 ASPHALT PAVING MACHINE $9.053 WAGON-DRILL, BORING MACHZP 9.000 BROCK OR SWE H2 R OPERATOR $7.908 REINFORCING STEM SETTER BULLDOZER, 150 HP OR LESS $8.703 (PAVING) $9.218 BULLDOZER, OVER 150 HP $9.160 REINFORCING STEEL SETTER CONamm PAVING CURING MAC2i. $8.213 (STRUCTURAL) $11.548 CONCRETE PAV FINISRING MACS. $9.453 STEM WGIUM-STRUCTURAL $16:300 CONCRETE PAVING FORM GRADER $8.500 SICK ERECTOR $11.436 CONCRETE PAVING JOINT MACH. $9.042 SPREADER BOX OPERATOR $6.988 CONCRETE PAVING JOINT SFALR $7.350 BARRICADE SERVIC R, ZONE WK. $6.402 CONCRETE PAVING FLOAT $7.875 MOUNTED SIGH CIMCRE�EPAVING SAW $9.290 (PST GROUND) $6.402 CONCRETE PAVING SPRE21m $9.750 TRUCK DRIVER-SINGLE AXLE SLIPFORK MACHINE $9.000 (LIt iT) $7.465 CRANE,CLAMSHELL, BACQHOLE, $9.000 TRUCK DRIVER-SINGLE AXLE DERRICK, DRAGLINE, SHOVEL (HEAVY) $8.067 _(_LESS THAN 1 1/2 CY) $9.513 TRUCK DERIVER-TANDEM AXLE ll A ,CIMSHELL# BACKEiOLE. (SEMI-TRAILER) ' $7.816 DERRICK, DRAGLINE, SHOVEL TRUCK DRIVFIR-LC p?BOY/FLOAT $9.653 (1 1/2 CY & OVER) $10.517 TRUCK DRIVER-TRANSIT MIX $7.507 CRUSHING OR SCRNG PLT OPR. $9.500 TRUCK DRIVER-WINCH $8.200 ELEVATING GRADER VIBRATOR OPERATOR $7.000 FOUNDATION DRILL OPERATOR WELDER $10.459 (CRAWLER MOUNTED) $10.000 FOUNDATION DRILL OPERATOR c*�rsn ry CITY OF EOHT WORTH r HIGHRAY CON RUCTION ' PREVAILING WAGE RATE FOR 1995 (TRUCK MOUNTED) $11.138 FOUNDATION DRILL CPR HELPER FRONT ENT LOADER (2 1/2 CY OR LESS) $8.823 FRONT ENT LQADER (OVER 2 1/2 CY) $9.311 HOIST (DOUBLE DRUM LESS) $8.917 t �, SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMUM 1. PREQUALMCATION REQUIREMENT: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing Agency and shall have been so prepared as to reflect the financial status of 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 it's sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. (f) Any proposals submitted by a non prequa]ified 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. -1- 2. BID SECLTRM: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5%) 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 (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the - surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must bdIcensed to do business in the State of Texas. The amount of the bond.shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 3. BONS: 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: Not less than the prevailing wage rates established by the City of fort Worth, Texas and as set forth in the contract documents must be paid on this project. 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 Artidle 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 is located. "Nonresident bidder" means a bidder whose principal place of business is not in the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. ' r This pr&ision does not apply if tkiis 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 contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. A E: 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 in connection with the terms, conditions or privileges of their employment, discriminate against persons 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, 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 subcontractors 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 than 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 the ADFA'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 Policy concerning age discrimination in the performance of this agreement. -3- 11. NMRITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the.City of Fort Worth Ordinance No. 11923 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. In order for a bid to be considered responsive the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non-responsive.-In addition, the bidder shall submit the MBE/WBE UTMI7.ATION FORM, PRIlAE CONTRA(.TOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, 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 nonresponsive. — Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (N1BE) and/or a 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 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 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. ' • g Revised 9/24/97 AAsIB.WTR 4- SPECIAL ' INSTRUCTIONS TO BIDDERS 1. DID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five(5%)per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or(2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. 2. PAYMENT BOND AND PERFORMANCE BOND: 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 as well as 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 Article 5160 of the Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1)the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or(2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties wilLbe accepted by the City which are at the time in default or delinquent on any bonds or which are interested 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. sz-1 If the contract amount is in excess of$100,000, a Performance Bond shall be bxecuted,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. 3. LIQUIDATED DAMAGES: The Contractors 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 M+ projects. 4. AMBIGU .-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: All bidders will be required to comply with provision 5159a of"Vernon Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth Texas and set forth in Contract Documents for this project. 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 Licens- ing 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- $250,000 each person, $500,000 each occurrence; Property Damage - $300,000 each occurrence).The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. 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 "T by the same amount that a Texas resident bidder would be required to underbid Si-2 a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. 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. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, 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. In order for a bid to be considered responsive,the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non-responsive. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received 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 Documenta- tion was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority 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=d/or WBE. The misrepresentation of facts (other than a negligent misrepresen- tation)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 a negligent misrepresentation) and/or commission of fraud will result in the Contractor being SI-3 determined to be irresponsible and barred from participating in City work for I period of time of not less than three(3)years. 11. 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 formalities.No bid may be withdrawn until the expiration of forty-nine (49) days from the date bids are - opened.The award of contract,if made, will be within forty-nine(49) 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. 12. PAYME NT-.The Contractor will receive full payment(minus 5% retain age) from the City z 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. 13. 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 Department of Engineering Construction Division at (817) 871-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-res onsive, 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A Workers Compensation Insurance Coverage a. Definitions: 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 entitys employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, SI-4 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 provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. g. The contractor shall notify the governmental.entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. SI-5 h. The contractor shall post on each project site a notice, in the text, foitn 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 statu- tory 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 Ma 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 SI-6 (7) contractually require each person with whom it contracts; to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage,the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten 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 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 Workees 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". sz-7 15. 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. 16. 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 persons 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 persons acting on their behalf, shall specify, in solicitations or advertisements for M, employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy ,M concerning age discrimination in the performance of this Contract. 17. 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. Revised March 15, 1996 A:MAW SI-8 PART B PROPOSAL FORT WORTH M/WBE POLICY CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW yip �' (THIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCUMENTS) Fort Worth,Texas Date �,o..-i ♦L ,2001 TO: BOB TERRELL,CITY MANAGER CITY OF FORT WORTH,TEXAS FOR: UNIT I 29TH STREET WATER PW77-060770154050 30TH STREET WATER PEARL AVENUE WATER UNIT II 29TH STREET PAVING AND DRAINAGE PS46-070460133890 30TH STREET PAVING AND DRAINAGE C115-020115040557 PEARL AVENUE PAVING AND DRAINAGE Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications,General Contract Documents and General Specifications for the Water Department and the site,understands the amount of work to be done and hereby proposes to do all the work and furnish all labor, equipment and materials necessary-to fully complete all 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. Upon acceptance of this proposal by the City Council,the bidder is bound to execute a contract and furnish Performances and Payment Bond approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums,to-wit: go P-1 FTW98511 1 1 1 1 1 1 1 1 1 1 1 1 1 y 1 1 1 UNIT I: 29TH STREET WATER PAY ESTIMATED DESCRIPTION OF THE ITEM UNIT AMOUNT ITEM QUANTITY WITH BID PRICES IN WORDS PRICE BID 1.* 4,300 L.F. 8-Inch Water Pipe In Place, (Includes removal and abandoning of existing water pipe) Ts.Ciyt�I rovo Dollars and igmfte Cents Per L.F. $ 2z $ 2.* 150 L.F. 8-Inch Ductile Iron Water Pipe In Place, (Includes removal and abandoning of existing water pipe) 7;V&'' 0y+s WAOOVr Dollars and Qryl&4e Cents Per L.F. $�`��lo. _°'° 3. 100 L.F. 6-Inch Water Pipe In Place, (Includes removal and abandoning of existing water pipe) 7yvE,4-1 ry aver Dollars and d yjw ry Cents Per L.F. $ 2l $ 2 4. 20 L.F. 6-Inch Ductile Iron Water Pipe In Place, As Directed By the Engineer 7W&W?y FivE Dollars and Fi,ny Cents Per L.F. $ 1-s.'=° $ 5. 20 L.F. Extra Depth of Water Mains Over 1 Foot Below the Designed Elevation as Directed By the Engineer ornAW— Dollars and qow Cents Per L.F. $ /. ~ $ 6. 8 EA. Standard Fire Hydrant Assembly, T-6"Bury aw�c" r�wr.4.va swa ,yrwed, � Dollars and Aro Cents Per EA. P-2 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 7. 12 V.F. Fire Hydrant Extension for over 3'-6" Bury ;NAV Ae*W �d Dollars .. and ow Cents Per V.F. $fro , 8. 9 EA. 8 -Inch Gate Valve with Box ,=i Of*VWOW--44040 ,•,etv:•f ory&W Dollars and .w Cents Per EA. $ Lls°-° $_ "X _io 9. 8 EA. 6-Inch Gate Valve with Box ,cya„e,s'r r7,U &y O!Ee ► Dollars and y, Cents Per EA. $ -sr-rev $ j(qp 90 10. 3 TONS Cast Iron Fittings sue_ Dollars and ,-,ti Cents Per TON $4~.to $_2 =° 11. 50 L.F. 2-Inch Copper Service drmP r .y Dollars and,ffep Cents Per L.F. $ el ae $ 9e 12. 50 L.F. 1.5-Inch Copper Service Dollars and * Cents Per L.F. 13. 1,530 L.F. 1-Inch Copper Service ,W#1C6 fer„/ Dollars and s, Cents Per L.F. $ /'�~ $ 14. 1 EA. Water Meter Box(Class C) for Bullhead Service µe-At- wAvdZ6 Dollars and .*,w Cents Per EA. $ P-3 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 15. 1 EA. Water Meter Box(Class B) o.�o'is�.✓a.P�»e!!<ry Dollars and ^,v Cents Per EA. $ /fo.tp $ /so.to 16. 77 EA. Water Meter Box(Class A) .ewow).X Dollars and o Cents Per EA. $ goer. =" 17. 1 EA. 2-Inch Service Tap Dollars and Cents Per EA. $ Z 7t $ °_° 18. 1 EA. 1 .5 -Inch Service Tap °c Leo Dollars and Cents Per EA. $ ex-0-10 $ efe.e1 19. 77 EA. 1 -Inch Service Tap irivic A*y w,gt,0y Dollars and ,„o Cents Per EA. $ /9/.=` $ ��, °w 20. 6 EA. 1-Inch Bullhead Service Tap BaiaW-V^ " -'W 4Q Dollars and .,&o Cents Per EA. $ 21. 120 L.F. Concrete Encasement as Directed by Engineer a Dollars nr e-_**_ and Cents Per L.F. $�P61y. =" 22. 6,500 L.F. Temporary Pavement Repair Per Figure A "..Vr Dollars and ow Cents Per L.F. $ or P-4 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 23. 850 L.F. Permanent H.M.A.C.Pavement Repair Per Figure 4 71w�ivey►Ei�tyT Dollars and .taw Cents Per L.F. $ 18, °i $ 2&800, to 24. 45 C.Y. Crushed Limestone su+o Dollars and iw Cents Per C.Y. $ I, �` $ 9,1,_'l 25. 45 C.Y. Type B (2500#)Concrete 7i,QM- Dollars and oow Cents Per C.Y. V 26. 45 C.Y. Type E(1500#)Concrete 77" Dollars and Aow Cents Per C.Y. $_ � 27. 50 L.F. Trench Safety for Depth of 5'&Over As Directed by Engineer ew►a Dollars and we Cents Per L.F. $ /, `-1 D $ -fa, =° 28. 5 EA. Remove Existing Fire Hydrant Assembly 0144Fi'YNVo,e"-47,c'2ir Dollars and o*v Cents Per EA. $ /Se,'—O $ 7.f®, 29. 1 L.S. Furnish and Lay 2-inch Pipe&Fittings for Temporary Service Connection 7X40wcv01 Dollars and tiy Cents Per L.S. $ /Z~ =° $ /Z,oc a =° 30. 4 EA. Relocate Meter Box 4"A"*-4w a,c,ntf Dollars and �vo Cents Per EA. P-5 FTW98511 .:r PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID r. 31. 200 L.F. 3/4-inch Copper Service for Private Property By Licensed Plumber 77WO Dollars and 442 Cents Per L.F. $ e o. $ SUB-TOTAL AMOUNT BID FOR 29TH STREET WATER $ 27.E 7�.�, se *Type of Pipe Used(12"or smaller) DIP Class 51 —Polywrapped ./PVC DR-14 P-6 FTW98511 UNIT I: 30T-H STREET WATER PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1.* 2,200 L.F. 10-Inch Water Pipe In Place, (Includes removal and abandoning of existing water pipe) T70yQryvT y—r J, Dollars and ,cyi5ty Cents Per L.F. $Z6 s-o $ 2.* 54 L.F. 10-Inch Ductile Iron Water Pipe In Place, (Includes removal and abandoning of existing water pipe) 7W. ary e� Dollars and Cents Per L.F. $ °-d 3. 100 L.F. 6-Inch Water Pipe In Place, (Includes removal and abandoning of existing water pipe) rs .yty~w Dollars and 4ob Cents Per L.F. 4. 20 L.F. Extra Depth of Water Mains Over 1 Foot Below the Designed Elevation as Directed By the Engineer &VA00r, Dollars and oi-w Cents Per L.F. $ /. °O 5. 4 EA. Standard Fire Hydrant Assembly, 3'-6 BuTr � ra.o ,s•�•vo,Pa.d Dollars and Ai y Cents Per EA. 6. 13 V.F. Fire Hydrant Extension for over 3'-6"Bury 7"We. We,ly4 le6no Dollars and .`y Cents Per V.F. $ aet7t $ P-7 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 7. 7 EA. 10- Inch Gate Valve with Box 4 ,0t9P0v vJAP&XJ±2e±!;e Dollars and tied Cents Per EA. $ "d. 8. 4 EA. 6-Inch Gate Valve with Box F2ar..P.skiv .� pFry Dollars and Cents Per EA. $ 4Sy, $_gyp °D 9. 2 TONS Cast Iron Fittings nyet��nNv�i .0 Dollars and 4oy Cents Per TON $ O1D $_ �tv O1D 10. 1,000 L.F. 1-Inch Copper Service ,�,el+�E•y Dollars and oye Cents Per L.F. $ / + . e" $ 11. 42 EA. Water Meter Box(Class A) .f ,VLX Dollars and " Cents Per EA. $ tear, -1D $ 3,310,•' 12. 42 EA. 1 -Inch Service Tap o,•�.+•�,vc�Fp ti�x Dollars and omo Cents Per EA. $ 147,f. 13. 10 L.F. Concrete Encasement as Directed by Engineer "VdW Dollars and v� Cents Per L.F. $ ew,°-� $ 14. 3,600 L.F. Temporary Pavement Repair Per Figure A ,ir~/ Dollars and 4,b Cents Per L.F. $ ?, °-" $ P-8 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 15. 20 C.Y. Crushed Limestone 70440 Dollars and ~ Cents Per C.Y. $ 1°-o $ =b' 16. 20 C.Y. Type B (2500#)Concrete >pwla Dollars and qoa Cents Per C.Y. $ $ 'Oda'-1 17. 20 C.Y. Type E(1500#)Concrete 7^00 Dollars and Ay Cents Per C.Y. $ P SO $ 18. 200 L.F. Trench Safety for Depth of 5'&Over As Directed by the Engineer Mo Dollars and ,•wry Cents Per L.F. $ o,Sa $ 'eaw, 4v 19. 4 EA. Remove Existing Fire Hydrant Assembly cw,V- *+440n"en!�t e Dollars and Ire Cents Per EA. $ 20. 1 L.S. Furnish and Lay 2-inch Pipe&Fittings for Temporary Service Connection PrPo rrWA-01d Dollars and o*w Cents Per L.S. 21. 1 EA. Relocate Meter Box 7we *VW0WV40,PerG Dollars and ~ Cents Per EA. $ oe $ 2�.tt 22. 100 L.F. 3/4-inch Copper Service for Private Property By Licensed Plumber YW" Dollars and ow Cents Per L.F. $ P.so $ P-9 FTW98511 .t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SUB-TOTAL AMOUNT BID FOR 30TH STREET WATER *Type of Pipe Used(12"or smaller) JPPIP Class 51—Polywrapped VC DR-14 P-10 FTW98511 UNIT I: PEARL AVENUE WATER PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1.* 300 L.F. 8-Inch Water Pipe In Place, (Includes removal and abandoning of existing water pipe) 71*E.r ry ~4%v Dollars and -.Awo•r,i Cents Per L.F. $ 7/Ki'O, =1 D 2.* 20 L.F. 6-Inch Water Pipe In Place, (Includes removal and abandoning of existing water pipe) 7?.id2'0v a y ?ova Dollars and IAA Cents Per L.F. $ zt w' $ -0-?d,=1 D 3. 20 L.F. Extra Depth of Water Mains Over 1 Foot Below the Designed Elevation as Directed By the Engineer JAA� Dollars and epwty Cents Per L.F. $ -OF °1D 4. 2 EA. Standard Fire Hydrant Assembly, " 3i.. B)umr Dollars and iye Cents Per EA. 5. 1 V.F. Fire Hydrant Extension for over T-6"Bury �. 7X00 yr„ry,<•-&p Dollars and ^oo Cents Per V.F. 6. 2 EA. 8-Inch Gate Valve with Box Dollars and Cents Per EA. $ f to.°-e $ .�dm, sw P-11 �* FTW98511 lob PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 7. 2 EA. 6- Inch Gate Valve with Box Foy,w w wAw a e2eE�y Dollars and ~ Cents Per EA. $ ywo,°° 8. 0.5 TON Cast Iron Fittings 7^41ew- 7 c►ccfil va Dollars and ms Cents Per TON $jcbl9,°� $��oo 9. 100 L.F. 1-Inch Copper Service Dollars and ekv Cents Per L.F. $ ,V.r=" $_4_jgA& er 10. 2 EA. Water Meter Box(Class A) ,Eis�r-le Dollars and e1 Cents Per EA. $ 4AP. 11. 2 EA. 1 - Inch Single Service Tap Dollars and Cents Per EA. $�°-�' $ -V a' 12. 400 L.F. Temporary Pavement Repair Per Figure A �s-.t/ Dollars and ~ Cents Per L.F. $ 7, °-° $ C* ea 13. 5 C.Y. Crushed Limestone two Dollars and A.,o Cents Per C.Y. $ Z. $ 14. 5 C.Y. Type B(2500#)Concrete 969L"- Dollars and oiA* Cents Per C.Y. $ P-12 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 15. 5 C.Y. Type E(1500#)Concrete 2 Wo Dollars and Cents Per C.Y. $ z to $ /a°_P 16. 20 L.F. Trench Safety for Depth of 5'&Over As Directed by the Engineer os" Dollars and Cents Per L.F. $ 4, da $ to 17. 2 EA. Remove Existing Fire Hydrant Assembly e.v isr�iaAa� ±s.sry Dollars and -eb Cents Per EA. $ /so,°-" $ .�p,S- 18. 1 L.S. Furnish and Lay 2-inch Pipe&Fittings for Temporary Service Connection awl`r .- ""OWA Dollars and 4w Cents Per L.S. SUB-TOTAL AMOUNT BID FOR PEARL AVENUE WATER $ /997.5, *Type of Pipe Used(12"or smaller) DIP Class 51 -Polywrapped -tVC DR-14 UNIT I BID SUMMARY UNIT I 29TH STREET WATER $ ,?7 3 UNIT I 30TH STREET WATER $ UNIT I PEARL AVENUE WATER $ /9 97.J; UNIT I TOTAL WATER IMPROVEMENTS $ g.esz 91'? =� P-13 FTW98511 UNIT II: 29TH STREET PAVING(KEARNEY TO ROCK ISLAND) 29TH STREET PAVING(TITUS TO SHERMAN) PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1. 1 L.S. Utility Adjustment, ,.. Six Thousand Dollars and Zero Cents Per L.S. $6,000.00 $6,000.00 2. 2 EA. Project Designated Sign at Dollars and -vo Cents Per EA. $ --AW, $ 60m, -" 3. 334 L.F. Remove Exist. Conc. Curb&Gutter situ Dollars and -Pw Cents Per L.F. $ a $ L av =" 4. 7,424 S.F. Remove Exist. Concrete Valleys,Concrete Slabs,Driveways, Sidewalks&Leadwalks .0" Dollars and Cents Per S.F. $ M 5. 4,900 C.Y. Unclassified Street Excavation 40W-0+p- Dollars and -tv Cents Per C.Y. $ 4 $ 2;KUpJtaa.=" 6. 540 C.Y. Borrow Sim Dollars and ovo Cents Per C.Y. $ d-. $ ~ to 7. 12,560 S.Y. 6"Lime Stabilized Subgrade owl Dollars and eqLAP ty Cents Per S.Y. $ 2it s°' P-14 FTW98511 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APR-09-2001 0823 Freese & Nichols, Inc. 817 735 7491 P.05i12 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 8. 185 TON Hydrated Lime @ 28 LBS/SY for Stabilization s�w7y Dollars and AV Cents Per TON $ g_ $ /i�Xia ao 9. 180 TON 7"H.M.A.C.Transition Pavement � +yey A4yrr Dollars and ,lVV Cents Per TON $ ,?.r,°—° $ / X40, =° 10. 90 C.Y. Crushed Limestone for Gravel Driveway Transitions As Directed By Engineer /�7Frs .d Dollars and ow& Cents Per C.Y. !Ir $ e.A40 10 11. 225 C.Y. Topsoil Eleven Dollars and No Cents Per C.Y. $11.00 $ 22475.00 12. 1 L.S. Remove Existing Concrete Retaining Wall @ 2807 29th Street 4-foot&Less,See Plan Sheet 4 TW~/Yt W4j9W6 Dollars and 6& Cents Per L.S. $ jby.�' $ —.AV 13. 2 C.Y. Reconstruct Existing Concrete Retaining Wall @ 2807 29th Street 4-foot&Less, See Plan Sheet 4 �y r,y*w oggft ,eliry Dollars and tib Cents Per C.Y. 14. 1 L.S. Remove&Existing Concrete Retaining Wall @ 2816 29f Street 4-foot&Less,See Plan Sheet 4 gwW,*%*w~eSaX Dollars and�&dg Cents Per L.S. $ /1v~' S P-15 FTW98511 ADDENDUM No. 1 4/7/01 _., i V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 15. 1 C.Y. Reconstruct Existing Concrete Retaining Wall @ 2816 29th Street 4-foot&Less, See Plan Sheet 4 rW4W~Aeero eZAry Dollars and .. y Cents Per C.Y. $ _X5;0"0 $ scA 16. 1 L.S. Remove Existing Cross-Tie Retaining Wall @ 3109 29th Street 4-foot&Less, See Plan Sheet 8 ns+�Perittivt�t Dollars and itb Cents Per L.S. $ .3au.O1p $ _,vow. 17. 65 L.F. Reconstruct Existing Cross-Tie Retaining Wall @ 3109 29th Street 4-foot&Less, See Plan Sheet 8 Aig-N/ Dollars and 0" Cents Per L.F. $ moo. 18. 1 L.S. Remove Existing Cross-Tie Retaining Wall @ 3111 29th Street 4-foot&Less, See Plan Sheet 8 Dollars and Cents Per L.S. $ /fo, 19. 30 L.F. Reconstruct Existing Cross-Tie Retaining Wall @ 3111 29th Street 4-foot&Less, See Plan Sheet 8 m/,?7-aWiv Dollars and %ft Cents Per L.F. $ 20. 20,430 S.F. Construct 6-inch Concrete Driveways nyeewl Dollars and—LLB Cents Per S.F. $ to $ 7G P-16 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 21. 1,000 L.F. Install 6-French Drain as Directed By Engineer 794A"vE Dollars and 4.w Cents Per L.F. $ 22. 25 EA. Adjust Water Meter Boxes Thirty-five Dollars and No Cents Per EA. $3 5.00 $ 875.00 23. 7 EA. Adjust Water Valve Boxes Three Hundred Dollars and No Cents Per EA. $300.00 $ 2,100.00 24. 1 EA. Adjust Manhole Three Hundred Fifty Dollars and No Cents Per EA. $350.00 $ 350.00 SUB-TOTAL AMOUNT BID FOR 29TH STREET PAVING BASE BID ITEMS $ /%r,oS.t, 80 P-17 FTW98511 29TH STREET ALTERNATE A (HMAC PAYING) PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID Al. 9,610 S.Y. 5-inch H.M.A.C.Pavement Dollars and Cents Per S.Y. $ $ A2. 6,600 L.F. Construct 7-inch Concrete Curb& 18-inch Concrete Gutter Dollars and Cents Per L.F. $ $ A3. 1,590 S.F. 7-inch Concrete Valley Gutter 8-Foot Wide Dollars and Cents Per S.F. $ $ A4. 2 EA. Concrete Manhole Collars Dollars and Cents Per EA. $ $ SUB-TOTAL AMOUNT BID FOR 29TH STREET PAVING ALTERNATE `A' ITEMS $ ALTERNATE B (CONCRETE PAYING) B1. 11,250 S.Y. 6-inch Reinforced Concrete Pavement �"i�eryr��ew Dollars and Cents Per S.Y. $ /Z z9 $ /A¢Sit so B2. 6,600 L.F. Construct 7-inch Attached Concrete Curb T1wo Dollars and ova Cents Per L.F. $ Z to $��ars, P-18 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID B3. 13,200 L.F. Silicon Joint Sealant 7zao Dollars and AV Cents Per L.F. $ Z. °•° $ 2��hs, B4. 200 L.F. Construct 7-Inch Concrete Curb and 18-Inch Concrete Gutter for Crossing Streets As Directed By Engineer eriavr Dollars and AV Cents Per L.F. $ �'ao $_ bey, _o SUB-TOTAL AMOUNT BID FOR 29T1H STREET PAVING ALTERNATE `B' ITEMS $ SUMMARY FOR 29TH STREET PAVING ALTERNATE `A' (HMAC PAVING) SUB-TOTAL AMOUNT BID FOR 29TH STREET PAVING BASE BID ITEMS $ SUB-TOTAL AMOUNT BID FOR 29TH STREET PAVING ALTERNATE `A' ITEMS $ TOTAL AMOUNT BID FOR 29TH STREET PAVING ALTERNATE `A' ITEMS $ ALTERNATE `B' (CONCRETE PAVING) SUB-TOTAL AMOUNT BID FOR 29TH STREET PAVING BASE BID ITEMS $ /9.f�® , SUB-TOTAL AMOUNT BID FOR 29TH STREET PAVING ALTERNATE `B' ITEMS $ TOTAL AMOUNT BID FOR 29TH STREET PAVING ALTERNATE `B' ITEMS $ yGA 7i8. 3= P-19 FTW98511 UNIT II: 30TH STREET PAVING(LYDON TO SHERMAN) PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1. 1 L.S. Utility Adjustment, Six Thousand Dollars and Zero Cents Per L.S. $6,000.00 $6,000.00 W 2. 2 EA. Project Designated Sign at 7W-~e hw,V4e" Dollars and metro Cents Per EA. $ —4w. $ LdW,t" 3. 25 L.F. Remove Exist.Conc. Curb&Gutter Two Dollars and *,o Cents Per L.F. $ 2°-i° $ 4. 6,175 S.F. Remove Exist. Concrete Valleys,Concrete Slabs,Driveways, Sidewalks& Leadwalks A000 Dollars and--o ,Q✓yAJ- Cents Per S.F. $ 4V 5. 6,100 C.Y. Unclassified Street Excavation dfciliKr Dollars and osw Cents Per C.Y. 6. 1,000 C.Y. Borrow Sic Dollars and .4ovp Cents Per C.Y. $ 6 7. 13,045 S.Y. 6" Cement Stabilized Subgrade ewee Dollars and .Sx!X Cents Per S.Y. $ `X $ Z/,s29r 2S 8. 200 TON Hydrated Cement @ 30 LBS/SY Pyyy Dollars and -tro Cents Per TON $ //o,°-�O $ °-° P-20 FTW98511 APR-09-2001 09:24 Freese S Nichols, Inc. 917 735 7491 P.06/12 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 9. 85 C.X. Crushed Limestone for Gravel Driveway Transitions As Directed By Engineer Fyr .+✓ Dollars and metro Cents Per C.X. $ /.f.°-° $ Zee r,O° 10. 305 TON T'H.M.A.C.Transition Pavement .50 wkt a,4.y4r- Dollars and tin Cents Per TON $ 7.f, TO 11. 225 C.Y. Topsoil Eleven Dollars and No Cents Per C.Y. $ 11.00 S 21475.00 I2. 1 L.S. Remove Existing Concrete Retaining Wall @ 2905 30th Street 4-foot&Less, See Plan Sheet 12 o tl�ifr#W44M g5!- _ _.Dollars � and = Cents Per L.S. $ /fb, $ /.ry.V 13. l C.Y. Reconstruct Existing Concrete Retaining Wall @ 2905 30th Street 4-foot&Less,See Plan Sheet 12 TJNP6�F'Jrt�t/dbPFD AFt+�i Dollars and 044y Cents Per C.Y. $ .aSo• 14. 6 C.Y. Construct Concrete Retaining Wall @ 2907 30th Street 4-foot&Less, See Plan Sheet 12 rn ��aaaes,e.4,�fy/ Dollars and ,4V Cents Per C.Y. $ -ztm. 15. 1 L.S. Remove Existing Rock Retaining Wall @ 2917 30th Street 4-foot&Less,See Plan Sheet 12 7t�NuvorA�d Dollars and iip Cents Per L.S. $ `_n � P-21 FTW98511 ADDENDUM No. 1 4/7/01 APR-09-2001 08:24 Freese & Nichols. Inc. 817 735 7491 P.O?/12 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 16. 6 C.Y. Construct Rock Retaining Wall @ 2917 30th Street 4-foot&Less, See Plan Sheet 12 lgoo!gn6aw&MW r^icy Dollars and !" I Cents Per C_Y. $ 1AP." $ fir,to 17. 20,475 S.F. Construct 6-inch Concrete Driveways yweaw Dollars and o* Cents nne Per SY, $ So $ T/G.tr � 18. 1,000 L.F. Install 6-French Drain as Directed By Engineer 7UPOWMO - Dollars and 4ob Cents Per L.F. 19. 35 L.F. Remove and Replace Wire Fence See Plan Sheet 14. dpcditAow Dollars and /Sry Cents Per L.F. $ //•so $ -Wer4p 20. 5 EA. Remove and Replace Existing Mailbox As Directed By Engineer i 0W.— r&"A@ edM Dollars and .vs Cents Per EA. $ /aw. .saes. d-W 21. 1 EA. Remove and Reconstruct Existing Brick Mailbox,complete,Salvaging Existing Bricks,As Directed By Engineer nW o d j!Wa, Dollars and Cents Per EA. $ zte+.°-� $ ?-fay, P-22 FTW98511 ADDENDUM No. 1 4/7/01 APR-09-2001 08:24 Freese & Nichols, Inc. 817 735 7491 P.08/12 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 22. 22 EA. Adjust Water Meter Boxes Thirty-five Dollars and No Cents Per EA. $35.00 $ 770.00 23. 9 EA. Adjust Water Valve Boxes Three Hundred Dollars and No Cents Per EA. $300.00 $ 2,r 00.00 24. 7 EA. Adjust Manhole Three Hundred Fifty Dollars and No Cents Per EA. $350.00 $ 2;450.00 SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING BASE BID ITEMS $ P-23 FTW98511 ADDENDUM No. 1 4n101 30TH STREET ALTERNATE `A' (HAMC PAVING) PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID Al. 11,940 S.Y. 5-inch H.M.A.C. Pavement Dollars ., and Cents Per S.Y. $ $ A2. 8,000 L.F. Construct 7-inch Concrete Curb& 18-inch Concrete Gutter Dollars and Cents Per L.F. $ $ A3. 2,100 S.F. 7-inch Concrete Valley Gutter 8-Foot Wide Dollars and Cents Per S.F. $ $ A4. 8 EA. Concrete Manhole Collars Dollars and Cents Per EA. $ $ SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING ALTERNATE `A' ITEMS $ ALTERNATE `B' (CONCRETE PAVING) B1. 13,950 S.Y. 6-inch Reinforced Concrete Pavement • f_ 4 r�� Dollars and mx%.,w ,r a Cents Per S.Y. $ /7 29 $ Zgi-j9.t,'ro B2. 8,000 L.F. Construct 7-inch Attached Concrete Curb Tw v Dollars and ,o Cents Per L.F. $ Z. �� $ !! ,g m, Sw B3. 16,300 L.F. Silicon Joint Sealant e Dollars and .vw Cents Per L.F. $ 2. $ 32 sue,00 P-24 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY_ BID PRICES IN WORDS PRICE BID B4. 200 L.F. Construct 7-Inch Concrete Curb and 18-Inch Concrete Gutter for Crossing Streets As Directed By Engineer "Oy - Dollars and ~ Cents Per L.F. $ ap. ea SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING ALTERNATE B ITEMS $ N P-25 FTW98511 SUMMARY FOR 30TH STREET PAVING ALTERNATE A(HMAC PAVING) SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING BASE BID ITEMS $ SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING ALTERNATE A ITEMS $ TOTAL AMOUNT BID FOR 30TH STREET PAVING ALTERNATE `A'ITEMS $ ALTERNATE `B' (CONCRETE PAVING) SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING BASE BID ITEMS $ ZZ6;". SUB-TOTAL AMOUNT BID FOR 30TH STREET PAVING ALTERNATE `B' ITEMS $ 19i 39-t sO TOTAL AMOUNT BID FOR 30TH STREET Xb PAVING ALTERNATE `B'ITEMS $ SZo,2sc9. - P-26 FTW98511 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r UNIT II: PEARL AVENUE PAVING (LONG TO GOULD) PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1. 1 L.S. Utility Adjustment, Six Thousand Dollars and Zero Cents Per L.S. $6,000.00 $6,000.00 2. 2 EA. Project Designated Sign at Dollars ., and Cents Per EA. $ 3cta. $ 3. 1 L.S. Remove Existing Masonry Brick Wall for New Driveway @ 3223 Pearl Ave., 4-foot&Less See Plan Sheet 21 ,G&Vt-iyy zzWL-4 Dollars and A�,ib Cents Per L.S. $ .Sow. 27 $ 4. 1 L.S. Reconstruct Existing Masonry Brick Wall for New Driveway @ 3223 Pearl Ave., 4-foot&Less See Plan Sheet 21 dw,F,,' cg *t4Ad Dollars and i oo Cents Per L.S. $ /,AstO,To $� 0e 5. 66 S.F. Sawcut and Remove Exist. Concrete Pavement As Directed By Engineer See Sheet 21 rives Dollars an d it/o Cents Per S.F. $ -t $ -U'0' °-10 6. 1,100 S.F. Remove Exist. Concrete Valleys,Concrete Slabs,Driveways, Sidewalks&Leadwalks ,., 00" Dollars and ,teeny 4?w--d=- Cents Per S.F. $ ` $ P-27 FTW98511 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HrK-n7-�nni ette4 Freese & Nichols, Inc. 917 73S 7491 P.09/12 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BiD 7. 1,425 C.Y. Unclassified Street Excavation .S5?'1-Wr-7 Dollars and sow Cents Per C.Y. $ 8 °-° $ _;Gap, T- 8. 125 C.Y. Borrow sir• Dollars and wb Cents Per C.Y. S 6.=� $ Ito.r 9. 3,145 S.Y. 6"Lime Stabilized Subgrade dlkw.' Dollars and &-jftX Fiver Cents Per S.Y. $ /, 10. 50 TON Hydrated Lime @ 28 LBS/SY for Stabilization ivory Dollars and ~ Cents Per TON 11. 3,025 S.Y. 6"Reinforced Concrete Paving .QFO~FW Dollars and Cents Per S.Y. $ /7. ?9 $ .SP.;WZ 2 12. 1 C.Y. Crushed Limestone for Gravel Driveway Transitions As Directed By Engineer .A*14r:px/ Dollars and ~ Cents Per C.Y. $ $ 13. 55 C.Y. Topsoil Eleven Dollars and No Cents Per C.Y. $ 11.00 S 605.00 14. 3,500 L.F. Silicon Joint Sealant "too Dollars and Aov Cents Per L.F. S Z. .o P-28 FTW98511 ADDENDIJM No. 1 4/7/01 APR-09-2001 08:24 Freese 8 Nichols, Inc. 897 735 7491 P.10/12 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT 11 EM QUANTITY BID PRICES IN WORDS PRICE BID 15. 1,760 L.F. Construct 7-inch Attached Concrete Curb Dollars and Aoa Cents Per L.F. $ P, Ito 16. 1,035 S.F. Construct 6-inch Concrete Driveways "fi~7 Dollars and m*.aV-y Cents Jf. Per S.F. $ 17. 156 S.F. Construct 4-inch Concrete Drainage Flume See Sheet 20. Dollars and Cents Per S.F. $ g +p 18. 2 EA. Adjust Water Meter Boxes Thirty-five Dollars and No _Cents Per EA. $35.00 $ 70.00 19. 4 EA. Adjust Water Valve Boxes Three Hundred Dollars and No Cents Per EA. $300.00 $ 1 ',200.00 r 20. 1 EA. Adjust Manhole Three Hundred Fifty Dollars and No Cents r Per EA. $350.00 $ 350.00 SUB-TOTAL AMOUNT BID FOR ee PEARL AVENUE PAVING $ P-29 FTW98511 ADDENDUM No. 1 4/7/01 UNIT H: 29TH STREET STORM DRAINAGE PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1. 10 L.F. Install 42-Inch Class III Reinforced Concrete Pipe As Directed by Engineer Dollars and f.*&ents Per L.F P! $ ///. $ i/i7, 'f' 2. 10 L.F. Install 30-Inch Class III Reinforced Concrete Pipe,As Directed by Engineer evywry rw~ Dollars and jpodw y 0r64or Cents Per L.F. $ 8,� $ "p.—F-0 3. 72 L.F. Install 24-Inch Class III Reinforced Concrete Pipe A2PRyy.w&*w Dollars and Vjgrw.:t�f Aw- Cents Per L.F. $ 4. 240 L.F. Install 21-Inch Class III Reinforced Concrete Pipe ~ty rrao Dollars and ~o Cents Per L.F. 5. 10 L.F. Remove and Dispose of Existing 42-Inch Reinforced Concrete Pipe As Directed by Engineer !SW Dollars and Aro Cents Per L.F. $ '0 ,°` $ ",ow, a' 6. 50 L.F. Remove and Dispose of Existing 30-Inch Reinforced Concrete Pipe As Directed by Engineer lyyr.j : Dollars and .&w Cents Per L.F. $ o� $ ¢fm 1!9 P-30 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 7. 50 L.F. Remove and Dispose of Existing 24-Inch Reinforced Concrete Pipe "le Dollars and ^V Cents Per L.F. 8. 18 L.F. Remove and Dispose of Existing 21-Inch Reinforced Concrete Pipe AVPVC Dollars and ow Cents Per L.F. $ S 9. 220 L.F. Remove and Dispose of Existing 18-Inch Reinforced Concrete Pipe AQWA* Dollars and ~ Cents Per L.F. $ VC $ 10. 1 EA. Construct 4-Foot Square Manhole See Sheet#39 r rw~,4w4 Dollars and ono Cents Per EA. 11. 1 EA. Remove and Dispose of Existing Manhole See Sheet# 39 ,,Fo . �.1 Dollars and .ts Cents Per EA. $ _*V.°—' $ fet7r.4" 12. 1 EA. Construct Double Standard 10-Foot Curb Inlet See Sheet# 10 Dollars and o*0 Cents Per EA. $ .�SR*°_" $_, 13. 11 EA. Construct Standard 10-Foot Curb Inlet 7Pw.Vw0 .-V-Va Dollars and iy. Cents Per EA. P-31 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES TNT WORDS PRICE BID 14. 1 EA. Remove and Dispose of Existing Double Standard 10-Foot Curb Inlet See Sheet# 10 M,�r�ril,Md rwe ,vP oary Dollars and ^ow Cents Per EA. 0 $ 4,dko,.'-'° 15. 9 EA. Remove and Dispose of Existing Standard 10-Foot Curb Inlet Dollars and eo Cents Per EA. $ "42. 16. 1 EA. Remove and Dispose of Existing Standard 5-Foot Curb Inlet See Sheet#10 Dollars and A.iD Cents Per EA. $ JLro.°d $ 17. 300 C.Y. Trench Excavation and Backfill as Per Item 402 Public Works Dept. Specification .fhc Dollars and osro Cents Per C.Y. $ 6. 1V $ /"C?Aw on 18. 288 L.F. Trench Safety for Depth of 5' &Over as Directed by Engineer Two Dollars and .4,w Cents Per L.F. $ 2•or $ sX•ono SUB-TOTAL AMOUNT BID FOR 29TH STREET STORM DRAINAGE $ P-32 FTW98511 ED WN-UJ-2041 UB:24 Freese 8 Nichols Inc. 817 735 7491 P.11/12 UNIT II: '30TH STREET STORM DRAINAGE PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1. 10 L.F. Install 48-Inch Class III Reinforced Coon Pi ae as erected by Engineer Dollars and rcaewry Fib Cents Per L.F. $ /.3.5• ?t $ .�s° 2. 61 L.F. Install 36-Inch Class III Reinforced Concrete Pipe ew&? a Dollars and XA4,Z Cents Per L.F. $ Cft 3. 23 L.F. Install 24-Inch Class III Reinforced Concrete Pipe ,�oet �i vim' Dollars and jbieey A*SW- Cents Per L.F. $ � $ �•of 4. 152 L.F. Install 21-Inch Class III Reinforced Concrete Pipe �riwN� Dollars and Td!5b/ Cents Per L.F. $ �9• s' $ 6,am ='° 5. 10 L.F. Remove and Dispose of Existing 4 8-Inch Reinforced Concrete Pipe,As Directed by Engineer a PI-X Dollars and iw Cents Per L.F. 6. 10 L.F. Remove and Dispose of Existing 42-Inch Reinforced Concrete Pipe As Directed by Engineer �,crc�•y Dollars and A,e Cents Per L.F. $ � $ /1°• P-33 FTW98511 ADDENDUM No. I 4/7/01 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 7. 55 L.F. Remove and Dispose of Existing 30-Inch Reinforced Concrete Pipe See Sheet#12 PXNW Dollars and Cents Per L.F. $ ,,w=1° $ .�°.moo. 8. 23 L.F. Remove and Dispose of Existing 24-Inch Reinforced Concrete Pipe .c!:xw.— Dollars and irro Cents Per L.F. $ =� $ z5el;r 9. 110 L.F. Remove and Dispose of Existing 18-Inch Reinforced Concrete Pipe 10� Dollars and Am Cents ago Per L.F. 10. 1 EA. Construct 5-Foot Square Manhole As Directed Bgineer rw "Vo-� ,eyvc►iyaw Dollars and oro Cents Per EA. $ $ -ram.°1O 11. 1 EA. Construct Double Standard 10-Foot Curb Inlet See Sheet# 19 apse Dollars and ow Cents Per EA. $�s�,.io 12. 9 EA. Construct Standard 10-Foot Curb Inlet Iva hVAV ?@AM Dollars and ^,d Cents Per EA. $ ,'o $ 7 00 13. 2 C.Y. e,� Construct Concrete Headwall for 0�"' 36-Inch Outfall Pipe Dollars 00 ^"_4 and rya Cents 4?so Per C.Y. - $_ $ XAA P-34 FTW98511 PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 14. 1 EA. Remove and Dispose of Existing Double Standard 10-Foot Curb Inlet See Sheet# 19 a^wrnmm-nokn►C Dollars and ,te Cents Per EA. 15. 7 EA. Remove and Dispose of Existing Standard dard 10 Asot Curb Inlet Al, y V Dollars and , w Cents Per EA. $ "47.=" 16. 20 S.Y. Install Rock Rip Rap on Filter Fabric See Sheet 39 AbR Dollars and otow Cents Per S.Y. $ 4S.°•° $_ , 17. 250 C.Y. Trench Excavation and Backfill as Per Item 402 Public Works Dept. Specification X0119 Dollars and ti. Cents Per C.Y. 18. 236 L.F. Trench Safety for Depth of 5' &Over as Directed by Engineer 7pw Dollars and w Cents Per L.F. $ Z. °-° $ SUB-TOTAL AMOUNT BID FOR 30TH STREET STORM DRAINAGE $ .fs, 2 s8. 3f P-35 FTW98511 STORM DRAINAGE BID SUMMARY UNIT II 29TH STREET STORM DRAINAGE $ .SL,o28, UNIT II 30TH STREET STORM DRAINAGE $ ZSB, 3S UNIT II TOTAL STORM DRAINAGE IMPROVEMENTS $ t P-36 FTW98511 PART B-PROPOSAL Within ten(10)days after acceptance of this proposal,the undersigned will execute the formal contract and will deliver an approved surety Bond and such other bonds as required by the Contract Documents,for the faithful performance of this 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 fro the delay 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 the requirements and conditions of thons General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its not 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. (Complete A or B below,as applicable) A.The principal place of business of our company is in the State of T'pnos 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 statue 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. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04(F)of the Texas Limited Sales,Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under House Bill 11, enacted August 15, 1992. P-38 FTW98511 nacnuis+ inu. 01r r.--Z) r'i71 r.lu14 The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 240worldng_days after beginning construction as set forth in the written work order to be furnished by the Owner. I(we),acknowledge receipt of the following addenda to the plans and specifications,all of the provisions and requirements of which have been taken into consideration in preparation of the forgoing bid: Addendum No. I (Initials Addendum No.2(Initials Addendum No.3(Initials) Addendum No.4(Initials) Respectfully Submitted, B • w. Address: f'-049+r 79:�MKo (SEAL) Telephone: Date: P-39 FTW98511 ADDENDUM No. 1 417/01 TOTAL P.12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 . 1 1 -`Wow. Cf!y Of Fort iVortfi. Minority and Women Busrness Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract Is $25,000 or more, the M/WBE goal Is applicable. If the total dollar value of the contract is less than $25,000,the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBE/WBE goal on this project is 5 %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: *' 1. Meet or exceed the above stated MIWBE goal, or; 2. Good Faith Effort documentation,or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. ip 1. M/WBE Utilization Form, if goal received by 5:00 p.m.,five(5) City business days after the is met or exceeded: bid opening date, exclusive of the bid opening date. 2. Good Faith Effort Form and M/WBE received by 5:00 p.m.,five.(5) City business days after the Utilization Form, if participation is bid opening date,exclusive of the bid opening date. less than stated goal: 3. Good Faith Effort Form if no received by 5:00 p.m.,five(5) City business days after the participation: bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form: received by 5:00 p.m.,five (5) City business days after the bid opening date,exclusive of the bid opening date. IFAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. iras q stions, please contact the MIWBE Office at(8.17) 871-6104. ,- Ruv. 611 4 ATTACHMENT 1'A Page T of 2 City of Fort Worth ,=�i IF Minority and Women Business Enterprise W MBE/VVBE UTILIZATION .01 APR 16 AM 8 52 SIGs;'/c sy:•,w,.S•tc. i9.o►..•.� ez too I 'RIME COMPANY NAMMf BID DATE pw 77-ado 7E'!a�s�s sa Z9oii'A ad S5R I ff oogw /fit PsFt -e70• 01338ft d7S -Oao oVAa se.Xr7 PROJECT NAME PROJECT NUMBER rw CITY'S M/WBE PROJECT GOAL: �7S M/WBE PERCENTAGE ACHIEVED: A01 3 ailure to complete this form, in its entirety with supporting documentation, and received by the Managing Department an 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 bidder agrees to enter Into a formal agreement with the MBE and/or WBE firms for work listed in this mschedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing isrepresentation of facts is grounds for consideration of disqualification and will result In the bid being considered ion-responsive to specifications. Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount Address,and Telephone No. Scope of Work(•) Supplied(*) Z.,� ILI oc m � m x°x cn F CIO _ ~T /Y•/G To.c E.►� �o. M/WBEs must be located in the 9(nine)county marketplace or currently doing business In the marketplace at the time of bid. (') Specify all areas In which MWBE's are to be utilized and/or Items to be supplied: ') A complete listing of items to be supplied is required in order to receive credit toward the M/W BE goal. (")Identify each Tier level. Tier:Means the level of subcontracting below the prime con actor/consultant,I.e.,a direct payment I from the prime contractor to a subcontractor is considered let tier,a payment by a subcontractor to Its supplier is considered 2"d tier. THIS FORM MUST BE RECEL1fE>3+HTI!'THEMANAGING DEPARTMENT BY 5:00 p.m.,FIVE(5)CITY BUSINESS DAYS AFTER BID OPENING;.EXCLUSIVE OF THE BID OPENING DATE ` Min n [7e ttA�must:be:�ce��ec��l!'�!�,...�._. �_� parhnent 1 1 1 i i i 1 i i 1 i 1 1 1 1 1 ATTACHM E*A P g��of2 Cites of Fort Worth -' Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount Address,and Telephone No. Scope of Work(•) Supplied(*) ° i m ® Z 33,9,so, oli - _G�r••� �iveee�ro �j�a.� he bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, Including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that rill substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or Fmployee 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, tate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material reach 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. LL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD Au razed Signature Printed Signature itle Contact Name and Title(if different) company Name Telephone Number(s) 773Al6r 4ddress Fax Number City/Statedip Code Date n THIS FORM MUST BE RECEIVED I3v THE MANAGING DEPARTMENT BY 6.00 p.m.,FIVE(5)CITY BUSINESS DAYS AFTER BID. ' OPENING,EXCLUSIVE OF THE BID OPENING DATE Rev. � " �+ ent; Amas�berecefic t!i flllana ra D'e artme F _7710T T7 °M . .4 ATTACHkENF L'� Page 11 off at City& t=ort Worth Minority and Women Business Enterprise GOOD FAITH EFFORT Prime Company Name Bid Date F-%�w 77-4V07 70 i—Abso PSI%- aTo4SLoi3389c °' 19�c�,,3rrad�1' � ,/��•/� tiffs-0 20/isa aa1S7 Project Name Project Number . a! If you have failed to secure MMBE participation and you have subcontracting and/or supplier opportunities or if your MMBE participation Is less than the Clty's project goal,you must complete this form. ._ If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, Intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting 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 r opening date,will result in the bid being considered non-responsive to bid specifications. '! 1.) Please list each and every subcontracting and/or supplier opportunity(DO NOT LIST NAMES OF FIRMS)which will be used in the completion of this project, regardless of whether it is to be provided ' by a M/WBE or non-M/WBE. (Use additional sheets, if necessary) List of: Subcontracting Opportunities List of: Supplier Opportunities w0r Vr A)OOJ I1t idw iGv /1 —w-S 2 - •Ntt��,�At /..�+li rA.fi Lr• R i�il�!r�.0 n � AVII . x . 'n I Pc �t• _. ra ran llafL 4e 117 ATTACHMENTIC Page Z6f"a 2.) Did you obtain a current list of M/WBEfirms from they City's MiWBE Office? The list is considered in compliance, If it is not more than 3 months old from the date of bid opening. �Yes Date of Listing °3 No 3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? ' Yes If yes,attach M/WBE mail listing to include name of firm and address and a dated No copy of letter mailed. 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? fifes If yes,attach list to include name of M/WBE firm, ep rson contacted, No phone number and date and time of contact. C.1l�d o3//9/0/ NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile Is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. ,. NOTE: If a SIC list of M/WBE is ten or less,the bidder must contact the entire list to be in compliance with questions 3 and 4. If a sic list of M/WBE Is more than ten, the bidder must contact at least two-thirds of the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications In order to assist the M/WBEs? ✓Yes No 6.) If M/WBE bids were received and rejected,you must: (1) List the M/WBE firms and the reason(s)for rejection(i.e.,quotation not commercially reasonable, qualifications,etc.)and (2) Attach affidavit and/or documentation to support the reason(s)listed below(i.e.. letters, memos, bids,telephone calls,meetings,etc.) Please use additional sheets,if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection IK•c!� � J ADDITIONAL INFQRiYI` jib .. i • • � �. w/� 4R' w. y ., .. � -1y.:.'uLf!Y' � ,« - ':. N� tee', _.�. .:. � "!� _ .- � _ - .. .� _.- ar �., IXa --� _ - �_ �t1�,__ n_ -_. i ATTAC H M ENT 1 C a Page 3 of a Please provide additionarlhformatlon you feel will furtherexplaln.your good and honest efforts to obtain MMBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed 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 creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the 'ty's M/WBE Office. orized Signature Printed Signature Title Contact Name and Title(if different) 8%a:V.,s i y _ :;I�.sc. di7-d•W7-2oer4c Company Name Telephone Number(s) �',2�e�,x 79380 0i7-0447-20 s,3 Address Fax Number =E='- � %yas.rt 7�r7S .�3+r•y' �2, Zoo/ City/State/Zip Date , L f PART C GENERAL CONDITIONS (WATER DEPARTMENT) SECTION C-1; SUPPLEMENTARY CONDITIONS TO SETION C 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) C1-1.4 Proposal C1-1 (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 C1-1 (3 ) C1-1.14 Mayor C1-1 (3) C1-1.15 City Manager C1-1 (3) C1-1.16 City Attorney C1-1 (3) C1-1.17 Director of Public Works C1-1 (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 C1-1 (4) C1-1.25 Legal Soliday C1-1 (4) C1-1.26 Abbreviations Cl-1 (5) C1-1.27 Change Order C1-1 (6) C1-1.28 Paved Streets and Alleys C1-1 (6 ) y C1-1.29 Unpaved Streets and Alleys C1-1 (6) C1-1.30 City Streets C1-1 (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 ) (1) 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 (44 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 CS-5 (1) C5-5.2 Conformity with Plans CS-5 (1) CS-5.3 Coordination of Contract Documents C5-5 (2) CS-5.4 Cooperation of Contractor C5-5 (2) CS-5.5 Emergency and/or Rectification Work CS-5 (3) CS-5.6 Field Office CS-5 (3) C5-5.7 Construction Stakes CS-5 (3) CS-5.8 Authority and Duties of Inspectors CS-5 (4) CS-5.9 Inspection C5-5 (5) CS-5.10 Removal of Defective and Unauthorized Work C5-5 (5) CS-5.11 Substitute Materials or Equipment CS-5 (5) CS-5.12 Samples and Tests of Materials CS-5 (6) C5-5.13 Storage of Materials CS-5 (6) C5-5.14 Existing Structures and Utilities C5-5 (7) CS-5.15 Interruption of Service I CS-5 (7) CS-5.16 Mutual Responsibility of Contractors C5-5 (8) CS-5.17 Cleanup C5-5 (8 ) C5-5.18 Final Inspection CS-5 (9) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY - C6-6. 1 Laws to be Observed C6-6 (11 C6-6. 2 Permits 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 Easements 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 ) r 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 CS-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 CS-8 (3 ) C8-8.9 Adguacy of Design CS-8 (4) CS-8.10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (5) CS-8.12 Miscellaneous Placement of Material C8-8 (5) C8-8.13 Record Doc•aments C8-8 (5 ) . � 1 (4) - PART C - GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1 .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 (C ) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS E1-White E2-Golden Rod E2A-White PERMITS/EASEMENTS Blue Ff 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 K - PLANS (Usually bound separately) C1-1 (1) M 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, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents , - constitutes a bidder. 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. 6 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, T 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 6-3 .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 between the Owner and the Contractor covering the ma tual u::"Aers tandinq 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 Documents 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. Cl- 1 - 113 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 City Manager of the City of Fort Worth, Texas , or his duly authorized representative. C1-1 . 16 CITY ATTORNEY: The officially appointed City Attorney of the City or Fort Worth , Texas , or his duly authorized representative. Cl-1 ( 3 ) C1-1 . 17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth , referred to in the Charter as the City Engineer, or his duly authorized representative. 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. CI-1. 19 ENGINEER: The Director of Public Works, the Director cl 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 corperation, 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 in and covered by the Contract Documents , including but not limited to the furnishing of all labor, materials , tools , equipment, and incidentals necessary to produce a completed and serviceable project. _ C1-1. 23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays , and legal holidays , in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven. ( 7 ) hours between 7 : 00 a .m. and 6 : 00 p.m. , with exceptions as permitted in paragraph C7-7.6. C1-1. 24 CALENDAR DAYS : A calendar day is any day of .the week or month, no days being excepted. C1-1. 25 LEGAL EOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows : C1-1 (4 ) 1. New Year's Day January 1 2. M. L. Ring, 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 S. 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 CPS - 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 C1-1 (5) 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. All "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 be 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. S. 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 parallel lines two ( 21 ) feet back of the curb lines or four (41 ) feet back of the average edge of pavement where no curb exists. C1-1. 32 GRAVEL STREET: A gravel street is any unpaved street t to which as been added- one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (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 itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the 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 QUANTITIES : The quantities of work and materials to be furnished as may be listed in the proposal C2-2 (1 ) forms or other parts of the Contract Documents will be considered as apIRroximate 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 furnished 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 constitute 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 vis 4t the site of the project and examine carefully all local conditions , to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project . They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the 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 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 the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the 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 words 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 is accompanied by a "Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal. " The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, ' the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the 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. C2-2(3 ) 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 Bidder 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 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 pa Z, 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 and 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 sing "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 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 f or 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. C2-2(5) 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 be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as 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 examinat.�on 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 of Contractor at Owner ' s discretion for bidding on future Contracts with the Owner. for a period of time of not less than six (6) months. C3-3 . 3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) The Contractor shall post the required notice to that effict 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 by 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_inal action on the proposals for a reasonable time , not to exceed forty-five ( 45 ) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed 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 deter—Enea 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 in 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, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt , full and faithful performance of the general guaranty which is set a forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment 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 y 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. 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 Port 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 U . 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 ) 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 authorized 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 ' C3-3 (4 ) certificate of insurance for approval . The prime contractor shall indicate on the certificate of insurance included in the L 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 o maintain , during the life of this contract , Workers ' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers ' Compensation Statute, the Contractor shall provide adequate employer ' s general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall 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) . T d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $ 250 , 000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $5000, 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 insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. - 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 insurance 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 g 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 conspicuous place at the site of the project at all times during the course of the Contract . Copies of the wage rates will be furnished the Contractor, 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 pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered , thus delegated and directed, to settle all material, labor or other expenditures , all claims against the work or any other C3-3 (7) 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 in Tarrant County, Texas. C3-3 (8 ) PART C - GENERAL CONDITIONS' C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK C4-4 . 1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish , all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra 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 necessary to the prosecution and completion of the project. T C4-4 . 2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract •� Documents be anticipated, or should there be any additional proposed work which 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 bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4 . 3 INCREASED OR DECREASED QUANTITIES: 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. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. z 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 work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work. " No 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 the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4. 5 EXTRA WORK: Additional work made necessary by changes and alterations o 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 prof it 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 ) , (3 ) , and ( 4 ) above. The Contractor shall keep accurate cost records on the form 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 Extra Work of any kind will be allowed unless ordered in writing by the Owner . In case any orders or instructions, either oral or written, appear to the Contractor 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 pair: 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 C4-4 (3 ) 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 6-1/21 x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4 . 9 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10 ) days prior to submission of first 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 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 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. Z. 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) . 8. Final inspection. C4-4 (5 ) 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) Y IR PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS - SECTION CS-5 CONTROL OF WORK AND MATERIALS C5-5. 1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction o 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 controversy. CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines , grades , cross-sections , finish , and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents . Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. - C5-5 (1) CS-5 . 3 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. CS-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 project 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) 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 Engineer to alleviate the emergency condition . Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. 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 projeci, specifications or glans, 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 25%, from any funds due the Contractor on the project. - C5-5 . 6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office f or 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 STAKES: The City, through its Engineer, will furnish the Contractor with all lines , grades , and measurements necessary to the proper prosecution and control of 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 advaLnce 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 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. CS -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. _ ti 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 ( 9) CS-5 . 9 INSPECTION: The Contractor shall furnish the Engineer with every reaspnable 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 a 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. CS-5 . 10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be { remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid f or by the Owner . Work so done may be ordered removed at the Contractor ' s expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be dedcted from any money due or to become due to the Contractor . ., Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. C5 - 5 . 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. CS-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion. of the Engineer, or as called for in the Contract Documents , tests of materials or equipment are necessary, such tests will-._ be made at the expense of and paid for direct to the testing.. agency by the 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 before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete , using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of the new materials. CS-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 (F ) ground, and shall be placed under cover when directed. Storid 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 relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. 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 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 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. CS-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 to: ap 1. Notify the Water Department ' s Distribution Division as to location, time, and schedule of service interruption. .- 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 o _ and !. This inconvenience will be as short as possible. Thank you, Contractor ess Phone b. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. - 05-5 .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. CS-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 CS-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 , pol _shed and new appearing condition . No extra compensat:.on will be made to the Contractor for any clean-up required :)n 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 f inal inspection of the work. - CS-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 OSSERVZO: The Contractor shall at all times .:serve ai_ Comm - witn 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 permits and licenses, pay all charges , costs and fees , and give all notices necessary and incident to the due and lawful prosecution of the work. 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 dire 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 dune, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6 . 6 PRIVILEGES OF CONTRACTOR IN STREETS , ALLEYS , AND RIGHT-OF-WAY: For the performance of the contract , the Contractor will be permitted to use and occupy such portions of the public streets and alleys , or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents , or as may be specifically authorized in writing by the Engineer . A reasonable amount of tools-, materials , and equipment for construction purposes may b sstored 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 C6-6 (3 ) carried on in such manner as not to interfere with t;he 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 right-o -way or any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed , the Contractor shall observe all the regulations and instructions of the railway company as to the methods- of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway _ properties . The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6. 8 BARRICADESF WARNINGS AND WATCHMEN: Where the work is carried on in or ad,acent 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. Harricades 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 .et forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways"_ 'issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways " , codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 271 291 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-°_^75 ) , 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 tempora-ry . 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 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 EXPLOSIVES , DROP WEIGHT , ETC. : Should the Contractor elect to use explosives, drop weight, etc . , in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property . The Contractor shall notify the proper representative of any public service corporation , any company, individual , or utility, 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 F 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 EASEMENTS: 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 Oapproval 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 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 r 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 respondent 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 CONTRACTORtS RESPONSIBILITY FOR DAMAGE CLAIMS : Contractor covenants and agrees to, and does hereby ndemn f y, 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. If 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. C6-6 . 15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall , at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers , and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs , pipes , or other structures necessary, and be prepared at all times to dispose of drainage and sewage - 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 VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established. rates. When meters are not used , the . charges , if any, will be as prescribed by the City Ordinance, or where no ordinance applies , payment shall be 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 way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents . All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor , shall be performed by the Contractor at his own expense. C6-6 . 18 CONTRACTOR ' S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents , the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to- the work or any part C6-6 (11) 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 work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. 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 f, 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 organization 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 t C6-6 (13) 1 1 _: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own o:ganL: ;ion, 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, 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, or 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 , 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 Documents . 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 -be 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 EQUIPMENT: 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 experie'=a 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 first 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 ) C7-7 .7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the work ng 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 or 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 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 C7-7 (4) 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 wc:k, 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 $ 5,000 inclusive $ 35.00 $ 51001 to $ 15,000 inclusive $ 45. 00 $ 151001 to $ 25,000 inclusive $ 63. 00 $ 25, 001 to $ 50, 000 inclusive $ 105.00 $ 501001 to $ 1008000 inclusive $ 154.00 $ 1001001 to $ 500 ,000 inclusive $ 210 .00 C7-7 (5 ) $ 5001001 to $1,000,000 inclusive $ 315.00 $110008001 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 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 he 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. an 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 p C7-7 (8) 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 termination; and b. the completed, or partially completed plans, drawings, information and other property which , if the contract had been completed , would have been required to be furnished to the Owner. S. complete performance of such part of the work as shall not have been terminated by the notice of termination; 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 quality , of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by 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 authorized extension thereof, any and all such claims shall be conclusively deemed waived- C7-7 (11) 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 termiaa ted 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 or breach of contract by Contractor. C7-7 . 17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall 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. C7-7 (13 ) PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT - SECTION C8-8 MEASUREMENT AND PAYMENT C8 -8 .1 MEASUREMENT OF QUANTITIES : The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. 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. CS-8 .3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "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 Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements , for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time C8-8 (1) 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 there 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 d" to the Owner for failure to correct the same as provided a herein. C8-8. 5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst 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, 901 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 85% of the net invoice value thereof. ) The Contractor shall furnish the Engineer such information as he may request to aid C8-8 (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 es timate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the paymeht of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. CS-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 ) 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 furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in 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. CB-8 .9 ADE UACY 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 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 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 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 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. C8-8 . 13 RECORD DOCUMENTS : Contractor shall keep on record a copy of all specifications , plans , addenda, modifications , shop drawings and samples at the site, 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) 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. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "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 the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. - Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsur- ance must be authorized, accredited or trusteed to do business in Texas." C. 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 3 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. Revised C1-1 1114/00 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 Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. D. Part C - General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-12 of Part D - Special Conditions. E. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" F. Part C - General Conditions: Section C3-3.11: Add the following subsections. h. ADDITIONAL INSUREDS: Contractor shall include Owner and Black & Veatch, as additional insureds on contractor's builder's risk insurance policies as required by the City and on the contractor's General Liability insurance policies, and shall be required to indemnify the City and Black & Veatch to the same extent. G. Part C - General Conditions: Paragraph C6-6.1 LAWS TO BE OBSERVED: i The third sentence should be changed to read as follows. The Contractor and his sureties shall indemnify and save harmless the City and Black &Veatch and all of its directors, officers, partners, agents, commissioners, subcontractors 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. H. Part C - General Conditions: Paragraph C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: The words "and Black & Veatch" shall be added after the words "the Owner" at each and every location within the paragraph. I. Part C - General Conditions: Paragraph C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The words "and Black & Veatch" shall be added after the words "the Owner" at each and every location within the paragraph. Revised C1-2 1/14/00 4 1 - - — - ._ y - - - ,i — r •.r. a 1,.; - I +1'r 71 J. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6.6 (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, Black & Veatch 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 and Black & Veatch, 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 cart. 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 and Black & Veatch 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. Revised C1-3 1/14/00 r _. — —� —•___ __ 3 — _._ _ _ 1 A _ � i ! fl I 1 y _ � �� 4 s i , � � . 1 � u � � ' �� _ � � i _ V 1..', i � � i — � _ _ � , �o _. � � ' _� PART D SPECIAL CONDITIONS (WATER DEPARTMENT) SPECIAL PROVISIONS (DEPARTMENT OF PUBLIC WORKS) PART D -SPECIAL CONDITIONS TABLE OF CONTENTS ITEM TABLE OF CONTENTS D- 1 General D-2 Project Designation D- 3 Right to Audit D-4 Project Signs D-5 Pipe Cleaning Materials D-6 Wage Rates D-7 Coordination with Fort Worth Water Department D- 8 Dewatering D- 9 Crossing of Existing Utilities D-10 Existing Utilities D-11 Exploratory Excavations D-12 Test Holes y D-13 Substitutions D-14 Concrete Sidewalk and Driveway Replacement D-15 Deleted D-16 Deleted D-17 Crushed Limestone Backfill D-18 2:27 Concrete D-19 Pavement Repair(E2-19) D-20 Pavement Repair in Parking Area D-21 Trench Safety System D-22 Deleted D-23 Sanitary Sewer Manholes D-24 Sanitary Sewer Services D-25 Water Services D-26 Removal, Salvage,and Abandonment of Existing Facilities D-27 Valve Blocking D-28 Ductile-Iron and Gray-Iron Fittings D-29 Detectable Warning Tapes D-30 Deleted D-31 Deleted D-32 Type of Casing Pipe D-33 Minority/Women Business Enterprise Compliance D-34 Valve Cut-Ins D-35 Connection of Existing Mains D-36 Deleted D-37 2-Inch Temporary Service Line D-38 Deholes(Misc. Ext.) D-39 Easements and Permits D-40 Highway Requirements D-41 Construction Limitations D-42 Concrete Encasement D-43 Connection to Existing Structures -• D-44 Bid Alternatives D-45 Pressure Cleaning and Testing(Misc. Ext.) D-46 Site Preparation D-47 Deleted D-48 Bid Quantities (Misc.Ext.) D-49 Determination and Initiation of Work(Misc. Ext.) D-50 Life of Contract(Misc. Ext.) D-51 Concrete Riprap MP D-52 Concrete and Accessories D-53 Temporary Pavement Repair D-54 Interpretation and Preparation of Proposal D-55 Bonds (City Let Projects) D-56 Bonds (Developer Let Projects) D-57 Barricades, Warnings, and Flagmen D-58 Turbo Meter With Vault and Bypass Installation D-59 Disposal of Spoil/Fill Material D-60 Temporary Erosion, Sediment, and Water Pollution Control D-61 Open Fire Line Installations D-62 Hydro Mulch Seeding and Sodding D-63 Payment (Misc. Ext.) D-64 Television Inspection of Sanitary Sewer Lines D-65 Water Sample Station D-66 Determination and Initiation of Work(Misc. Repl.) D-67 Scope of Work(Util. Cut) D-68 Contractor's Responsibility(Util. Cut) D-69 Contract Time (Util. Cut) D-70 Traffic Control (Util. Cut) D-71 Required Crew Personnel& Equipment(Util. Cut) D-72 Time Allowed for Utility Cuts(Util. Cut) D-73 Liquidated Damages(Util. Cut) D-74 Paving Repair Edges (Util. Cut) D-75 Trench Backfill (Util. Cut) D-76 Clean-Up(Util. Cut) D-77 Property Access(Util. Cut) D-78 Submission of Bids(Util Cut) D-79 Standard Base Repair for Unit I(Util. Cut) D-80 Concrete Base Repair for Unit II&Unit III (Util. Cut) D-81 Project Signs D-82 2 to 9 H.M.A.C. Pavement(Util. Cut) D-83 Reinforced Concrete Pavement or Base(Util. Cut) D-84 Curb on Concrete Pavement D-85 Adjust Water Valve Boxes,Manholes, and Vaults(Util. Cut) D-86 Maintenance Bond(Util. Cut) D-87 Insurance(Util. Cut) D-88 Brick Pavement(Util. Cut) D-89 Work Order Completion Time(Misc. Repl) D-90 Move In Charges(Misc.Repl.) D-91 Workers' Compensation Insurance D-92 Operating and Maintenance Manuals D-93 State Sales Tax D-94 Trench Excavation,Backfill,and Compaction D-95 Statement of Materials and Other Charges(DO NOT USE!M) !!) D-96 Shop Drawings D-97 Post-Construction Television Inspection of Sanitary Sewers D-98 Lime Stabilized Subgrade(Util. Cuts) D-99 Cement Stabilized Subgrade(Util. Cuts) D-** Repair of Storm Drain Structures(Util. Cuts) D-** Specification References D-** Explanation of Bid Items D-** Cost Breakdown D-** Vacuum Testing of Sanitary Sewer Manholes D-** Samples and Quality Control Testing D-** Protection of Trees,Plants,and Soil D-** Partial Estimates and Retainage s D-** Payment D-** Subsidiary Work D-** Addenda D-** OSHA Standards D-** Project Superintendence D-** Resident Engineer D-** Progress Photographs D-** Termination D-** Hazardous and Toxic Materials D-** Age D-** Disability D-** indemnification D- 1 GENERAL : Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications. effective July 1, 1978, are made part of the Contract Documents for this Project. The Plans, Special Conditions and Provisions Documents, and the rules, regulations, requirements, instructions, drawings and details referred to by manufacturer's name, number or identification included 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. 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. Special Contract Documents 3. General Contract Documents and General Specifications The following Special Conditions shall be applicable to this project and shall govern any conflicts with the General Contract documents under the provisions stated above. D-2 PROJECT DESIGNATION : Construction under these Special Documents shall be performed under the Fort Worth Water Department Project Designations: Water Project Number , Sewer Project Number ,and/or Other D-3 RIGHT TO AUDIT : RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT,Page C8-8 (5),add the following : "C-8-8.14 RIGHT TO AUDIT: (a) The Contractor agrees that the City shall, until the expiration of three(3)years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during 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 D-1 after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during 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 © hereof. The City shall give subcontractor reasonable advance notice of intended audits. © Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of the copies as follows: 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." (5/25/93) D-4 PROJECT SIGNS : Project Signs are required at all locations. Project Signs shall be in accordance with Figure 30 (dated 09-18-96) of the General Contract Documents and Specifications of the Water Department. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the Engineer. Any and all costs 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-5 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 furnish all water for MTIAL cleaning and sterilization of water lines. All other materials for construction of the project, including appropriately sized "pipe cleaning pigs" and chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated line (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 fours 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. D-2 D-6 WAGE RATES : The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractor on the site of the project covered by these Contract Documents. In-no event shall less that the following rates be paid. (see attached wage rates) When two or more wage rate scales are shown and wage rates shown in specific classifications are in conflict, the higher wage will be used. D-7 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 those lines. D-8 DEWATERING : The Contractor shall be responsible for determining the method of DEWATERING operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the DEWATERING operations. The DISCHARGE from any DEWATERING operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. DEWATERING shall be considered as incidental to a construction and all costs incurred will be considered to be included in the linear foot bid price of the pipe. D-9 CROSSING OF EXISTING UTILITIES : Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or a 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 water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified in Material Standard El-6 contained in the General Contract Documents. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping as specified in the General Contract Documents. Adaptor fittings shall be a urethane or neoprene coupling A.S.T.M. C.425 with series 300 Stainless Steel compression straps. .t D- 10 EXISTING UTILITIES : 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 t D-3 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 crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes,and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut,broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs,of their property that may be made necessary by performance of this contract. D- 11 EXPLORATORY EXCAVATIONS : In addition to those areas as may be designated on the Drawings, it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect construction of the water and/or sewer facilities. All exploratory excavations shall occur far enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. D- 12 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 the condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. The cost of the rock removal and other associated appurtenants, if required, shall be included in the linear foot bid price of the pipe. D-4 D- 13 SUBSTITUTIONS : The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal," or " or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is ,. finished 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 proposed substitute is procured by the Contractor. Where the term "or equal," or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "Substitutions" shall be applicable to all sections of these specifications. D- 14 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# 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 and shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction,Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenants required, shall be included in the price bid. D- 15 DELETED a D- 16 DELETED D- 17 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 Transportation and 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 of the General Contract Documents and Specifications. D-5 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 of the General Contract Documents and Specifications. D- 18 2:27 CONCRETE : - Transportation and Public Works Department typical Sections for Pavement and Trench Repair for Utility Cuts Fig's 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 Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. With dft the exception of the cement content, all other requirement shall meet or exceed Transportation and Public Works Department standard specification Item 406 Class D Concrete. D- 19 PAVEMENT REPAIR(E2-19) : (E2-19): The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residents' driveways shall be accessible at night at over weekends. It has been determined by the Transportation and Public Works Department that the strip of -_ existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two(2)feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner,the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering's Permit Desk by the Contractor in conformation with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cut in the street. City Inspectors will inspect the paving repair after construction of each water and/or sanitary sewer main replacement. D-6 '7 D-20 PAVEMENT REPAIR IN PARKING AREA : The unit price bid under appropriate BID ITEMS) of the Proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement. 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 crushed limestone base material, compacted and level with the finished adjacent surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. D-21 TRENCH SAFETY SYSTEM : 1. GENERAL: This specification covers the trench safety requirements for all trench excavations in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. 2. STANDARDS: The latest version of the U.S. Department of Labor Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. 3. DEFINITIONS: A. 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. If forms or - other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of the excavation, the excavation is also considered to be a trench. B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels. C. SLOPING SYSTEMS: Sloping means excavating to form sides of a trench that are inclined away from the excavation. D. 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 t 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 premanufactured or job-built in accordance with OSHA standards. D-7 E. 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 crossbraces,vertical rails(uprights),horizontal rails(wales) and/or sheeting. 4. MEASUREMENT: Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. 5. PAYMENT: Separate payment will be made only when trench excavations exceed a depth of five (5) feet and 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-22 DELETED _ D-23 SANITARY SEWER MANHOLES : 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. 1. Concrete Collars: Concrete collars when indicated on the plans will be required as per Fig. 121. 2. Watertight Manhole Inserts: Watertight gasketed manhole inserts shall be installed in sanitary sewer manholes when indicated on the plans. 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. 3. Lift-Holes: All lift holes shall be plugged with a precast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. Final Rim Elevations: A. Manhole rims in parkways, lawns, alleys, 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 regraded near the manhole. D-8 '" B. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. Manhole Covers: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100 year flood plain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where Locking lids are specified. 6. Shallow Manholes: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow manholes shall be built in accordance with Fig. 106 or ` per Fig. 103 but with a flat slab top (no cones sections will be allowed). All shallow manholes shall have a 24" x 40" cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIG. 105 WILL NOT BE ALLOWED. 7. Manhole Steps: No Manhole steps are to be installed on any Sanitary Sewer Manhole. 8. Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy paint, Koppers "Bitumastic Super Service Black," Tnemec, "46-450 Heavy Tnemecol," or equal to a minimum of 14 mils dry film thickness. 9. Manhole Joint Sealing: A. General: 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, preformed O-ring rubber gasket shall require bitumastic joint sealants as per attached Figure M. B. Materials: This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross-sectional area or flat-tape form 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 fiunish an affidavit attesting to the successful use of the product as a preformed flexible joint sealant on concrete pipe and manhole sections for a period of at least five(5)years. C. 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 clean of dirt, sand, mud, or other D-9 foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to 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. 10. 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 six (6) inches of the manhole wall, keeping the sides of the trench nearly vertical. A. 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, or materials other than precast concrete shall be replaced with precast concrete rings, or where necessary and approved by the Engineer, a precast flattop section. Precast concrete rings, or precast concrete flattop section will be the only adjustments allowed. B. 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. C. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent, followed with an application of a quick setting hydraulic cement to provide a smooth working surface. D. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame,a flattop section shall be installed. E. Joint surfaces between the frame, adjustment rings, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket joint material in two (2)concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint for 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. F. 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 casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be D-10 "4 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. G. All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy paint,Koppers "Bitumastic Super Service Black," Tnemec, "46-450 Heavy Tnemecol," or equal to a minimum of 14 mils dry film thickness. 11. Measurement and Payment: A. The price bid for new/replacement 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. B. 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, lifthole sealing, and exterior i surface coating. C. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. D-24 SANITARY SEWER SERVICES : i Any reconnection, relocation, replacement, or new sanitary sewer service shall 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 as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured saddle taps or tee's. 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. 1. 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. All sanitary sewer service lines shall be replaced to the property line or easement line in alleys or easements,to the back of curb in streets, 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, saddle, 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. D-11 REPLACEMENT: All building sewer services encountered during 2. SEWER SERVICE REPLAC g g construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for there connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum i of two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adaptor fitting. The fitting shall be a d urethane or neoprene coupling A.S.T.M. C425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings, and all other associated work for service replacement in excess of four(4) linear feet shall be included in the linear foot price bid for sanitary sewer service line. Payment for all work and material involving the 'tap' shall be included in the price bid for sanitary sewer service taps. D-25 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 (E 1-17 & El-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed,tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector, the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. D-12 �` 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The Contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, Type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line adjustment, and any relocation of up to 12- inches from center line existing meter location to center, line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to Meter. 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. 2. 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 e 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 from Main to Meter used in excess of five(5)linear feet. 3. 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 center line of the proposed meter location separate payment will be allowed for the relocation of service meter and meter box relocation. 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 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 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. D-13 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. 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 furnishings and setting new meter box shall be included in the price bid for furnish and set meter box. 5. 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). 6. 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). D-26 REMOVAL,SALVAGE,AND ABANDONMENT OF EXISTING FACILITIES : Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-27 Removing Pipe, of the General Contract Documents and Specifications unless amended or superseded by requirements of this Special Condition. 1. 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. Backfill material for the void meter box shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If water main is to r remain active,the contractor will be required to plug water service line at main. 2. 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 D-14 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. 3. 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. 4. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the Valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. 5. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box PW lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18-inches below final grade. Concrete shall then be used as backfill material to match existing grade. 6. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have the top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding surface and grade. 7. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manholes tops or cone section shall be removed to the top of the full barrel diameter section or to point not less than 18-inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand or clean, suitable excavated material approved by Engineer. Surface restoration shall be compatible with surrounding surface. Payment for work involved in backfilling,plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items. D-15 8. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole including, tope or Cone Section, all full barrel diameter section and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. 9. CUTTING AND PLUGGING OF 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 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. 10. 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 Operations, Storage Yard. - 11. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing of 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 of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-27 VALVE BLOCKING : r. All valves have concrete blocking for support. Valves shall have polyethylene wrapping per Material Specification E1-13 and Construction Specification E2-13 installed prior to concrete blocking. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered to be included in the bid price of the valve. D-28 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: the first Paragraph shall be revised to read as follows: 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, D-16 �' polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E 1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, „^ horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-29 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 or 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 2" inches with a minimum unit weight of 2-1/2 pounds/l"71000'. 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 linear foot price bid of the appropriate BID ITEM(S). D-30 DELETED D-31 DELETED D-32 TYPE OF CASING PIPE : 1. WATER: The casing pipe for open cut and bored or tunnelled section shall be AWWA Cv-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of El- 15, El-5 and El-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: D-17 A.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. B.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. D-33 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 three (3)years. D-18 D-34 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 or 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. D-35 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 Mr. James Anderson, 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. ' D-36 DELETED w D-37 2-INCH TEMPORARY SERVICE LINE : 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 adaptor fitting shall be required at the temp porary service point of connection to the City ■ D-19 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(HTI)prior to installation. # A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed,tagged, and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed,number of service taps, and number of feed points. When the temporary service is required for more than one location, the 2-inch temporary service pipes, 3/4-inch service lines, and the 2-inch meter shall be moved to the next successive project location. 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. D-38 DEHOLES (MISC. EXT.) : The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch. The location and dimensions shown on the plans relative to other existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all services encountered. Any damage to utilities resulting from the Contractor's operations shall be restored at his expense. Payment for work such as backfill and all other associated appurtenants required shall be included in the price of the appropriate bid item. D-39 EASEMENTS AND PERMITS : Easements and permits,both temporary and permanent,have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and permanent, that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary D-20 easements are obtained. The Contractor's attention is directed to the easement description and permit requirements, as contained herein, along with any special conditions that may have been imposed on these easements and permits. Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. D-40 HIGHWAY REQUIREMENTS : The Texas Department of Transportation requirements pertaining to the construction of this project are enclosed herein and made part of these specifications. D-41 CONSTRUCTION LIMITATIONS : The Contractor shall have no more that three (3) locations under construction at any one time, unless approval by the Engineer has been granted in writing. D-42 CONCRETE ENCASEMENT : Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall conform to Fig. 113; for water line encasements, it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as forming, placing, and finishing including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. - D-43 CONNECTION TO EXISTING STRUCTURES : All connections between proposed and existing facilities, shall consist of a watertight seal. " Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E 1-20 and E2-20 of the General Contract Documents. Prior to concrete placement,a gasket, RAM-Nek or approved equal, shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM. D-44 BID ALTERNATIVES : The Proposal section of this document is arranged to allow the Contractor to base his bid on either ductile iron pipe or polyvinyl chloride plastic pipe. Contractor shall indicate type of pipe to be used. however, regardless of the general type pipe specified by the Contractor at certain D-21 locations a specific type pipe has been specified on the plans. All cost for this shall be considered as subsidiary and no additional compensation will be allowed. D-45 PRESSURE CLEANING AND TESTING(MISC. EXT.) : Care shall be taken to keep all water extensions clean and free from foreign objects. Chlorinated lime shall be placed in the first joint of pipe of the extension and upon completion of the pipe laying, water shall be introduced slowly for sterilization, after which the extension shall be - thoroughly flushed with clean water. Risers shall be installed, as directed by the Engineer, for flushing and for providing sample points for bacteria tests. The water main extensions of the project shall be tested under normal line pressure and any leaks observed shall be immediately repaired. D-46 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. D-47 DELETED D-48 BID QUANTITIES (MISC. EXT.) : Bid quantities of the various items in the Proposal are for bid comparison only and may not - reflect the actual quantities (See General Conditions C2-2.2 and C4-4.3). Moreover, there is to be no limit on the variations between the estimated quantities shown and actual quantities performed. D-22 D-49 DETERMINATION AND INITIATION OF WORK(MISC. EXT.) : The Engineer shall determine and designate to the Contractor the location of the service main requiring extension by a Work Order together with a sketch for each such extension, giving the limits, size, and the nature of work required. Single or several work orders may be issued at one time. The Contractor shall initiate work on an extension within 5 working days after receipt of the work order, and continue work on the extension until it has been completed, not including paving. If the main extension work load increases in volume where in the Contractor has more than 10 working days work on hand, he will be required to add the necessary work crews to reduce the work load to a maximum of 10 working days. Water main extensions shall be laid a minimum of 4 feet below the top of the adjacent curb, to the top of the pipe. D-50 LIFE OF CONTRACT (MISC. EXT.) : ` It is contemplated that Work Orders will be issued to the Contractor for work to be performed under this Contract for not to exceed 180 calendar days following the date of the Contract nor to exceed the limit of the bid price, whichever should occur first. The Contractor shall be required to complete any work covered by a Work Order issued prior to that date of termination but will not be required to accept any work order for execution dated after that date of termination. If the _ cost of the work performed under this Contract is less than the limit of the bid price at the end of the 180 calendar day period, at the City's option and the Contractor's concurrence, the Project may be extended to the limit of the bid price. .r D-51 CONCRETE RIPRAP : 1. GENERAL: The following shall govern the furnishing and placing of concrete riprap as shown on the plans or as directed by the Engineer. 2. MATERIALS: Concrete for riprap shall be placed in accordance with the details and to the dimensions shown on the plans or as established by the Engineer. Unless otherwise shown on the plans,concrete riprap shall be reinforced using wire or bar reinforcement. The concrete shall be 3000 PSI at 28 days, Class A. ,. Wire reinforcement shall be six (6) by six (6) inch No. 6 plain electric welded reinforcing fabric or its equal. A minimum lap of six (6) inches shall be used at all splices. At the edge _. of the riprap, the wire fabric shall not be less than one (1) inch, no more than three (3) inches from the edge of the concrete and shall have no wire projecting beyond the last member parallel to the edge of the concrete. i Reinforcement shall be supported properly throughout the placement to maintain its position equidistance from the top and bottom surface of the slab. D-23 If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, the Engineer may require the entire area to be sprinkled, or sprinkled and consolidate before the concrete is placed. All surfaces shall be moist when concrete is placed. After the concrete has been placed, compacted, and shaped to conform to the dimensions shown on the plans, and after it has set sufficiently to avoid slumping, the surface shall be finished with a wooden float to secure a reasonably smooth surface. 3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used. Bid price will be full compensation for placing all materials, and for all labor, tools, equipment, and incidentals necessary to complete the work. Payment for all necessary excavation below natural ground, and bottom or slope of the excavated channel will be included in the bid price. D-52 CONCRETE AND ACCESSORIES : 1. SCOPE: The requirements of this Section shall govern for all materials used and for the storage, handling, measuring, proportioning, and mixing or combining such materials in producing concrete for special manholes and incidental pier construction. All other concrete construction shall be governed by the General Contract Document Specifications. All materials shall be in accordance with requirements of ACI 301, unless amended or superseded by requirements of following articles or general notes on the Plans. Concrete shall be composed of normal Portland cement or high early strength cement, coarse aggregate, fine aggregate, and water proportioned and mixed as hereinafter provided in these specifications. When not specifically shown on the plans or stated in the Special Contract Documents, all concrete shall be 3000 PSI Type II,unless otherwise directed by the Engineer. "Central Plant" or "Transit Mixed" concrete may be permitted, but only with Engineer's approval. 2. TESTING AGENCY: All testing shall be done by an approved testing laboratory selected and paid by the Contractor. Three (3) cylinder samples should be performed at each 20-yard interval of concrete that is placed. 3. CEMENT (ACI 301 2.1): Only one brand of cement shall be used in any one structure, except by written permission of the Engineer. When such permission is granted and more than one brand is used in one structure,the resulting concrete shall be uniform in color. Portland cement shall meet the requirements of ASTM C 150,Type II with a maximum of 5% tricalcium aluminate for exposure to sewage. All cement shall be sampled and tested in D-24 accordance with ASTM C183, C184, C187, C188, C 190, and C191, "Sampling and Testing Portland Cement." 4. WATER (ACI 301 2.3): The water used in all concrete shall be free from objectionable quantities of silt, organic matter,alkali, salts, and other impurities. 5. COARSE AGGREGATE (ACI 301 2.4): Coarse aggregate shall consist of gravel or crushed stone meeting the requirements of ASTM C33. When tested by ASTM C131 procedures, coarse aggregate shall have a percentage of wear of not more than 40 (40). Coarse aggregate for Class F concrete shall have a minimum of fifth (50%) percent calcium - carbonate equivalent. 6. FINE AGGREGATE, (ACI 301 2.4): Fine aggregate shall consist of natural sand, manufactured sand, or a combination thereof conforming to ASTM C-33. When tested in accordance with ASTM 40, "Test of Organic Impurities in Sands for Concrete," the fine aggregate shall not show a color darker than the standard color. When the fine aggregate to be used on the job is mixed with High Early Strength Portland Cement in the proportion of one to three, the average tensile strength of not less than three standard mortar briquets shall be equal to or greater than the tensile strength of Ottawa sand mortar briquets of the same consistency when tested at the age of three days. 7. ADMIXTURES (ACI 3012.2): A.General: Unless specified, no admixtures may be used without specific approval of the Engineer. Admixtures containing more than 1%chloride ions may not be used. B.Air Entraining Agent: Conform to ASTM C260. Add air entraining agent as indicated in ACI 301,Table 3.4.1. C• Water Reducing Admixtures: Conform to ASTM C494, Type A; Euclid Chemical Co. Eucon WR-75, Master Builders Pozzolith 200N, Protex PDA or approved equal. (At Contractor's option, water reducing admixture may be used to reduce cement content and improve workability.) Use according to manufacturer's recommendations. D.High Range Water Reducing Admixture (Super Plasticizer): Conform to ASTM C494, Type F or Type G; Euclid Chemical Co. Euco n37, Sike Chemical Corp. Sikament or approved equal. 8. STORAGE OF CEMENT (ACI 3012.5): Unless otherwise provided, all cement shall be stored in well ventilated weatherproof buildings which will protect the cement from dampness. The floor supporting the cement shall clear the ground a sufficient distance to prevent the absorption of moisture by the cement. Provisions for storage shall be ample in - capacity, and the shipments shall be segregated in such a manner as to provide easy access for identification and inspection of each shipment. D-25 The Engineer may permit small quantities of cement to be stored in the open for a short period of time (maximum 48 hours), if a raised storage platform and adequate waterproof covering are provided. No cement shall be used which has become lumped, caked, or hardened. 9. STORAGE OF AGGREGATES (ACI 3012.5): The handling and storage of aggregate to be used in making concrete shall be such as to prevent the admixture of foreign materials. If the aggregates are stored on the ground,the site of the stock piles shall be grubbed, cleared of all weeds, grass, and other vegetation, and levelled off so that the entire area will be properly drained. The bottom layer of aggregate shall not be disturbed or used. When the contract requires the use of two (2) or more sizes of aggregates, the different sizes shall be stored in such a manner as to prevent intermixing. F Materials in stock piles shall be handled and placed in such a manner that segregation of materials within the pile will be avoided, and each pile shall be built up in horizontal layers F of not more than three (3)feet in depth. 10. CONSTRUCTION JOINT BONDING (ACI 301 6.1.4.1): Polyvinyl acetate type bonding compound. Euclid Chemical Co. Euco Weld, Larsen Welacrete or approved equal. Omit 6.1.4.2 and 6.1.4.3. 11. ACCESSORIES FOR FORMS (ACI 301, Chapter 4): A.Cone Ties: 11/16" diameter, V depth, plastic cone and neoprene waterstop ring with suitable snap tie. B.Chamfer Strips: 3/4" 45 degree job cut wood. 12. STRUCTURAL REPAIR MATERIALS (ACI 301 9.4): With prior approval of the Engineer as to methods and procedures, make structural repairs with Euclid Chemical Co. Euco Epoxy 456,400,463 or Sika Chemical Corp. Culma Dur Mortar, Sikadur Hi-Mod L.V., or Sikadur Hi-Mod or approved equal. 13. MIXING OF CONCRETE: A.Central Mixing Plant: A central mixing plant will be allowed provided the method of mixing and handling has first been approved by the Engineer, and concrete produced as in conformity with the specification requirements. Concrete: 1. Hauling Time: Discharge all concrete transmitted in a truck mixer, agitator or other transportation device within 1-1/2 hours after the mixing water has been added. 2. Extra Water: Deliver concrete to the job in exact quantities required by the design mix. Should extra water be required before depositing the concrete, the Engineer shall have sole authority to authorize the addition of water. Any additional water D-26 +` added to the mix after leaving the batch plant shall be indicated on the truck ticket and signed by the person responsible. Where extra water is added to the concrete it shall be mixed thoroughly for 40 revolutions of the drum or 3-1/2 minutes at mixing speed,whichever is greater. B. Transit Mixing: When transit mixing is used, the transit mixer shall be of an approved revolving drum or revolving blade type so constructed as to produce a thoroughly mixed concrete with a uniform distribution or the materials throughout the mass and shall be equipped with a discharge mechanism which will insure the discharging of the mixed concrete without segregation. The mixer drum shall be water-tight when closed and shall be equipped with a locking device which will automatically prevent the discharging of the mixer prior to receiving the required number of revolutions. The entire quantity of mixing water shall be accurately measured and controlled. Each batch shall be mixed to the consistency as described herein. Any additional mixing shall be done at a slower speed specified by the manufacturer for agitation and shall be continuous until the batch is discharged. 14. CONSTRUCTION JOINTS: Construction joints shall be places as shown on the plans unless otherwise specifically authorized by the Engineer. All construction joint shall be made on horizontal and vertical planes and formed with mortises or keys made in the concrete unless shown otherwise on the plans. A. Construction Joint Bonding (ACI 302 6.1.4.1) Polyvinyl Acetate type bonding compound. Euclid Chemical Co., Euco Weld, Larsen Welacrete or approved equal and applied as recommended. Omit 6.1.4.1 and 6.1.4.3. 15. FORMS: A. FORMWORK(ACI 301, CHAPTER 4) 1. Earth Cuts (ACI 301 4.1.3): Shall not be used as forms for vertical surfaces unless approved by the Engineer. 2. Chamfer Strips(ACI 3014.2.4): Install 45 degrees chamfer strips at exposed outside corners. lip B. FORM REMOVAL (ACI 3014.5) 1. Form Removal: Remove formwork supporting weight of concrete only after notifying Engineer and in a manner to insure safety of the structure. Under normal conditions formwork may be removed when concrete is at least 14 days old and has reached 90 percent of specified strength. When temperature is below 45 degrees F.f, leave formwork in place an additional period of the equalling time structure was exposed to lower temperature. No live load permitted on new construction after form removal until concrete is at least 28 days old and has reached full specified strength. D-27 2. Form Facing Material Removal: Form facing material which is removable without disturbing shores may be removed when concrete is at least 7 days old. Facing may be removed earlier if specifically approved by the Engineer and acceptable curing compound is applied to all surfaces immediately after form removal. C. RESHORING(ACI 3014.6) Reshoring permitted only after prior review by Engineer. D. FORM REUSE Clean all form material suitable for reuse before erection. No form material will be acceptable for reuse if, in the opinion of the Engineer, it will not produce a finished surface required by these Specifications or called for on the drawings. 16. PLACING CONCRETE (ACI 301): On vertical formwork, use approved bar chairs or spacer as required to maintain proper concrete cover and bar position. 17. REPAIR OF SURFACE DEFECTS (ACI 309 9.1): Allow Engineer to inspect concrete surfaces immediately upon removal of forms. Modify or replace concrete not conforming to required lines, detail and elevations. Repair or replace concrete not properly placed resulting in excessive honeycombing and other defects. Do not patch, repair, or replace exposed architectural finished concrete except upon express directions of Engineer. Patching of tie holes and defects is required. 18. FORMED SURFACE FINISHED (ACI 301 10.4): Formed surface finished per ACI 301 10.4. 19. CURING(ACI 30112.1): A. Impervious Coating: Applied specified curing compounds immediately after final finishing of slabs. Apply in quantities recommended by the manufacturer. B. Wet Covering: Curing shall be continued for at least four curing days after the concrete is placed. 20. MISCELLANEOUS FINISH REQUIREMENTS: All other concrete finish work not indicated on the plans shall be provided herein, even though not specifically mentioned, as w follows: A. Finishing Exposed Surfaces: All tie wires shall be cut below surface then pointed over. All imperfections such as fins shall be removed and local surface depressions pointed over. 21. PAYMENT FOR CONCRETE: The concrete quantities for the various structured will be paid for at the lump sum for the construction of the special manhole and piers. Price will be full compensation for furnishing, hauling, and mixing all concrete materials; placing, curing, and finishing all concrete; all grouting and pointing; cost of concrete mix design D-28 ` i i except as provided in Special Contract Documents; furnishing and placing metal flashing strips; and for all forms and formwork, labor, tools, equipment, and incidentals necessary to complete the work. D-53 TEMPORARY PAVEMENT REPAIR : The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inch hot or cold mix asphalt over a minimum of 6 inches of compacted flex base. This temporary repair shall be rolled to provide a smooth transition between the existing pavement and the temporary repair. The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing temporary pavement repair for all streets cuts prior to street reconstruction. D-54 INTERPRETATION AND PREPARATION OF PROPOSAL : 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 work "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. D-29 D-55 BONDS (CITY LET PROJECTS) : Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: y 1. Pg. C3-3(3);the paragraph after paragraph C3-3.7d--Other Bonds should be revised to read: No surety 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 the surety shall be acceptable to the Owner. In order for a surety to be acceptable to the City, (1)the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited,or trusteed to do business in Texas. 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. D-56 BONDS (DEVELOPER LET PROJECTS) : Reference Part C, General Conditions(Developer let projects); make the following deletions: Pg. C3-3(2)paragraph C3-3.5d Other Bonds; In the fifth line of the paragraph beginning "No sureties will...", delete the words "the City of Fort Worth." Pg. C3-3(5), paragraph C3-3.9g Local Agent in Insurance and Bonding: Delete the entire subparagraph. D-57 BARRICADES,WARNINGS,AND FLAGMEN : 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." D-30 D-58 TURBO METER WITH VAULT AND BYPASS INSTALLATION : All combination urbo meter installations will be per attached Figure 33 unless otherwise directed by the Engineer. The Contractor shall use Bilco Type J-3 Model 30" x 36" Steel Single Leaf Doors or approved equal unless the vault door is subject to vehicular traffic, i.e., in a street, parking lot, or driveway. The appropriate size turbo meter with strainer and check valve if required will be furnished to wo the Contractor free of charge; however, the Contractor will be required to pick up these item(s) at the Field Operations Warehouse. Payment for all work, materials, and all necessary appurtenances from bypass tee to bypass tee which are required to provide a complete and functional Combination Turbo Meter Installation complete with Bypass and Concrete Vault shall be included in the price bid for each. D-59 DISPOSAL OF SPOIL/FILL MATERIAL : Prior to the disposing of any spoil/fill material,the contractor shall advise the Director of Transportation and Public Works,acting as the City of Fort Worth's Flood Plain Administrator("Administrator"),of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering �* studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated 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 Transportation and Public Works, contractor shall remove the spoil/fill material at its expense and dispose of such material in accordance with the Ordinances of the City and this section. D-60 TEMPORARY EROSION, SEDIMENT,AND WATER POLLUTION CONTROL : 1. DESCRIPTION: This item shall consist of temporary soil erosion, sediment, and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at*no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer, and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats,jute .. D-31 netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled- hay retards, dikes, slope drains,and other devices. 2. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution=control measures to prevent contamination of adjacent streams, other water courses, — lakes, ponds, or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains, and use of temporary mulches, mats seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution-control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures — current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. The amount of surface area of erodible-earth material exposed at one time shall not exceed 750,000 square feet for each excavation operation, 750,000 square feet for each material source operation (other than from commercially operated sources), 750,000 square feet for each preparing of right-of-way operation or 750,000 square feet for each clearing and grubbing operation, unless otherwise shown on the plans or with prior approval by the Engineer in writing. The CONTRACTOR shall also conform to the following practices and controls. All labor, tools, equipment, and incidentals to complete the work will not be paid for directly, but shall be considered as subsidiary work to the various items included in the contract. (a). Waste or disposal areas and construction roads shall be located and constructed in a — manner that will minimize the amount of sediment entering streams. (b). Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. (c). 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. D-32 A. All waterways shall be cleared as soon as practicable of falsework,piling, debris,or other obstructions placed during construction operations that are not a part of the finished work. (e). The CONTRACTOR shall take sufficient precautions to prevent pollution of F streams, lakes, and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes, and reservoirs and to avoid interference with movement of migratory fish. 3. SUBMITTAL: Prior to the start of the applicable construction, the CONTRACTOR shall submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. 4. MEASUREMENT AND PAYMENT: All work materials and equipment necessary to r provide temporary erosion control shall be considered subsidiary to the contract, and no extra pay will be given for this work. w D-61 OPEN FIRE LINE INSTALLATIONS : All open fire line installations will be per attached Figure 32 unless otherwise directed by the Engineer. The appropriate size detector check meter, 3/4-inch meter and class 'B' meter box will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up the items at the Field Operations Warehouse. Payment for all work, materials, and all necessary appurtenances from the City side flange coupling adapter to the customer side gate valve and box;including incidental five(5) linear feet of pipe, which are required to provide a complete and functional open fire line installation shall be included in the price bid for each. Payment for the City side gate valve or tap valve depending on which is required will be paid for under the appropriate bid item(s). D-62 HYDRO MULCH SEEDING AND SODDING : Any sodding or hydro mulching required will be done in accordance with Fort Worth Public Works Department Standard Specifications items 118 and 120. If in the opinion of the Engineer, additional seeding and/or sodding is requircd due to the Contractor's construction, this will be seeded and sodded at the expense of the Contractor. D-33 nt r work and all associated appurtenants required, shall be included in the appropriate Payment for pp q bid item(s). D-63 PAYMENT (MISC. EXT.) Because of the unique nature of this project, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the following: (Please initial both pages included in change). — "Whenever the improvement prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvement are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the extension under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, he shall so advise the Contractor in writing, furnishing him an itemized list of all known item which have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above. Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, an 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. The amount of the estimate will be paid to the contractor after acceptance by the Water Department Director, provided the Contractor has fuunished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials under that Work Order 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 individual payment as aforesaid shall operate as and shall release the Owners from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. Bidder's Initials D-34 i D-64 TELEVISION INSPECTION OF SANITARY SEWER LINES : 1. GENERAL: Prior to the reconstruction, some noted sections sanitary sewer lines shall be cleaned, and a television inspection and dye tests performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all i labor,material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed-circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 2. 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 to the pipe being cleaned and shall provide a flexible scraper,around the outer periphery to insure 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. 3. CLEANING PROCEDURES: The designated sewer manhole sections 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 the 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 is 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 set up, including the water usage bill. All expenses shall be considered incidental to cleaning. 4. 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 �. D-35 manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. All solids or semisolids 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. Under NO circumstances will the Contractor be allowed to accumulate debris, etc., on the site of work beyond the stated time, except in totally enclosed containers and as approved by the Engineer. UNDER NO CIRCUMSTANCES SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS, OR SANITARY SEWER MANHOLES. 5. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100%humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. 6. EXECUTION: A. 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 insure good communications between members of the crew. The importance of accurate distance measurements is emphasized. Measurement for location of sewer service taps shall be above ground by means of a meter device. Marking on the cable, of 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, and the costs must be included in the bid price for the Television Inspection. The cost of retrieving the Television camera, D-36 r` under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. B. 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. B.1 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. B.2 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. Videotape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the city. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for television 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. 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 abandoned. Tapes will be returned to the Contractor upon completion of review by the Engineer. 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 TELEVISION INSPECTION OF SANITARY, SEWERS: The unit price for Cleaning and Television Inspection of sanitary sewers shall be full compensation for all costs connected with cleaning and providing 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 D-37 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. The primary purpose of cleaning is for television inspection and rehabilitation. When a portion of a line is not or cannot be televised or rehabilitated, the cleaning �- of that-portion of line shall be incidental, and no payment shall be made. Payment shall be made for all segments of good tapes accepted by the Engineer after the review. No additional payment will be made in the event the Contractor has to pull the television camera from two directions to obtain and provide an acceptable tape for review by 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 and the costs must be included in the bid price for T.V. Inspections. The cost of retrieving the T.V. camera, under all circumstances, when it becomes lodged during inspection, shall be incident to T.V. 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-65 WATER SAMPLE STATION : GENERAL: r" All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be/shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service D-38 '" 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. D-66 DETERMINATION AND INITIATION OF WORK(MISC.REPL ) The Engineer shall determine and designate to the Contractor the location of the service mains requiring replacement by a Work Order together with a sketch for each such replacement,giving the limits, size, and the nature of work required. Single or several work orders may be issued at one time. The Contractor shall initiate work on a replacement within 5 working days after receipt of the work order, and continue work on the replacement until it has been completed, not including paving. If the main replacement work load increases in volume wherein the Contractor has more than 20 calendar days work on hand, he will be required to add the necessary work crews to reduce the work load to a maximum of 20 calendar days. D-67 SCOPE OF WORK(UTIL. CUT) : The work covered by these Specifications consists of the paving repair over utility cuts which have been backfilled previously by the City Water Department, as indicated by the details and possible adjacent areas damaged by blowout, etc. Included in this work will be the removal of the existing material in order to insure a paving section in conformity with existing pavement or the appropriate detail shown in this document as directed by the engineer and all other miscellaneous items of construction to be performed as outlined in the specifications, which are necessary to satisfactorily complete the work. M. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. Final payment will be based on actual measured quantities and the unit price bid in this proposal. There will not be a direct payment for saw cutting the existing asphalt or concrete, compacting the existing subgrade or removal of the existing material. These items will be considered as subsidiary to the contract. The contractor will be required to maintain a capping course of hot mix-cold lay asphalt in areas where traffic has whipped out washed rock, until the paving repair can be accomplished. These items will be considered as subsidiary to the contract. The Inspector will pick up the repair tickets by 8:00 a.m. Monday through Thursday. The repair tickets will be issued to the contractor early the next day. Each repair ticket that is issued shall be completed within twenty-one (21) calendar days. The twenty-one (21) calendar days for *- D-39 completion of the job begins the day after the contractor receives the ticket. Every effort will be made to issue the contractor a minimum of 50 repair tickets per week. See special condition TIME ALLOWED FOR UTILITY CUTS. The Contractor shall identify to the Engineer possible locations for settlement of repaired pavement due to backfill of ditch by others. As directed by the Engineer, the Contractor shall remove and replace existing backfill with washed rock. The Water Department will estimate the necessary size of the pavement repair on each ticket. Upon receipt of each ticket, the Engineer shall determine, by measurement, the required size of each repair. All repair sizes shall be approved by the Engineer prior to any repair work. D-68 CONTRACTOR'S RESPONSIBILITY (UTIL. CUT) : Contractor covenants and agrees to fully perform or cause to be performed, with good faith and due diligence, and in accordance with standards common to the industry and herein set forth in these Contract Documents which is hereby incorporated and made a part of this contract, pavement repair to be ordered by the City at various times and to be performed at various places by separate repair tickets. The City may designate pavement to be repaired by furnishing to the Contractor a marked drawing, or street addresses contained in a written order or by marking in the field by paint or other means, or by any or all combinations of said methods of designation. The Contractor agrees that no work will be performed without written authorization from the individual designated in writing by the Director of Water Department. D-69 CONTRACT TIME(UTIL. CUT) : It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City as the need arises. It is further agreed that the term of this contract is five (5) months from the date of execution of contract work order and no orders will be accepted by the Contractor after the contract has expired. At the end of contract, the Contractor will have twenty-one (21) additional calendar days to complete work already ordered and fifteen (15) additional calendar days to bill said work for a total of thirty-six (36) days after contract termination to complete and bill work authorized pursuant to this contract. D-70 TRAFFIC CONTROL (UTIL. CUT) : The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices fro 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, 30,31. The Contractor shall execute this 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-40 Barricades, warning and detour signs shall conform to the Standard Specifications for street and storm drain construction, "Barriers and Warning and/or Detour Signs", Item 524, and/or as directed by Engineer. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by this 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 870-8075)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 is completed 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. D-71 REQUIRED CREW PERSONNEL & EQUIPMENT(UTIL. CU1) : The Contractor shall be required to furnish sufficient personnel and equipment capable of completely finishing an average of fifty (50) utility cut tickets with an aggregate average of 750 S.Y. of permanent pavement repair each week. D-72 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) : The Contractor shall assist the Engineer in measuring each pavement repair before any work is started. A repair ticket will be issued for each utility cut after measurement and twenty-one (21) calendar days beginning the day after the ticket is issued will be allowed for final completion of each utility cut. The contractor shall be issued a minimum of fifty (50) tickets per week. See also SCOPE OF WORK. A calendar day is any day of the week or month, Sundays or legal holidays as defined on Page C1-1 (4) Section C1-1.24 Calendar Days of Part C General Conditions. D-41 D-73 LIQUIDATED DAMAGES (UTIL. CUT) : Failure to complete work on time: The Owner and the Contractor agree that it will be most difficult or impossible to ascertain the amount of damages that will be sustained by the Owner if the Contractor fails to complete the work in the allotted time, but they both agree that the Owner would sustain substantial damages in such event. Accordingly, if the Contractor fails to complete the contract in the calendar days specified, a time charge shall be made for each working day thereafter,not as a penalty but as liquidated damages. The Contractor shall pay liquidated damages of twenty-five dollars ($25.00) per day per ticket for each repair cut riot completed within twenty-one (21) calendar days, and liquidated damages shall end on day that repairs are completed. Should the amount otherwise due the Contractor be less than the amount of such ascertained and liquidated damages,the Contractor and his surety shall be liable to the City of such delivery. D-74 PAVING REPAIR EDGES(UTIL. CUT) : All paving repair edges shall be undamaged neat lines (by sawing or equal) and shall be parallel or perpendicular to the center line of the street. D-75 TRENCH BACKFILL (UTIL. CUT) : i The Water Department shall place the pipe embedment and backfill with washed rock per the following specification. Washed Rock: All washed rock used for embedment or as otherwise directed by the Engineer shall be washed gravel or washed crushed stone or washed crushed gravel and shall meet the following gradation and abrasion: Sieve Percent Sieve Percent Size Retained Size Retained 1-1/2" 0-2 3/8" 85-100 1" 7-55 #4 95-100 3/4" 25-100 Los Angeles abrasion test: 50%Maximum wear per ASTM. D-76 CLEAN-UP (UTIL. CUT) : Final clean up work shall be done for this project as soon as the paving and curb and gutter has been constructed. Contractor shall remove all excess cold mix, washed rock and debris from the street in the area of the repair. No more than seven (7) days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. Refer also to Page C5-5 (8) Section C5-5.17 Clean-Up of Part C General Conditions. D-42 D-77 PROPERTY ACCESS (UTIL. CUT) : Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-78 SUBMISSION OF BIDS (UTIL. CUT) : The proposal sections of this special contract document is arranged to allow the Owner to make payment based on size of repair. The Contractor is required to submit a bid on all proposals Unit I, Unit II,Unit III and IV. Unit I will generally consist of small patch, less than or equal to T 200 square feet. Unit II will generally consist of medium patch, greater than 200 square feet and less than or equal to 1000 square feet. Unit III will generally consist of large patch, greater than 1000 square feet. Unit IV will generally consist of items necessary for each size Utility Cut Repair. The total low bidder, Units I, II, III and IV is the apparent successful bidder. If Contractor does not bid all four Units of the proposal, the bid will be considered as "non- responsive" and will be rejected by the Water Department. D-79 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) : Regardless of the existing pavement type, base repair for Unit I shall be either min. 8" concrete base (see D-32, 2:27 Concrete Base) or min. 5" reinforced concrete base (see D-22, Reinforced Concrete Pavement or Base) as directed by the Engineer. Any deviation from standard repair shall be approved by the Water Department. D-80 CONCRETE BASE REPAIR FOR UNITS II & III (UTIL. CUT) : When concrete base is required for repairs > 200 square feet in area, the base repair shall be either min. 8" concrete base (see D-32, 2:27 Concrete Base) or as min. 5" reinforced concrete base (see D-22, Reinforced Concrete Pavement or Base) as directed by the Engineer. Any deviation from standard repair shall be approved by the Water Department. D-81 DELETED D-82 2 TO 9 H.M.A.C. PAVEMENT(UTIL. CUT) : _ These items will include the furnishing and placing of H.M.A.C. surface course as directed by the Engineer. For Specifications governing Type "D" H.M.A.C., see the 1982 Texas State Department of Highways and Public Transportation, Spec. Item No. 340 "Hot Mix Asphaltic Concrete Pavement". H.M.A.C. is also covered under Spec. Item No. 312 in the Standard Specifications for Construction,City of Fort Worth. Subsidiary to the H.M.A.C. pavement shall be sawing, removal of asphaltic material, gravel and excavation as shown on the details or as directed by the Engineer. D-43 The removed surfacing shall be loaded into trucks upon removal and hauled away from the job site as directed by the Engineer. In no case shall the removed surface be stockpiled on the job site. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where necessary and as required. 2. The existing asphalt pavement shall be saw cut into a square or rectangular shape and cut side faces vertically. The sawed asphalt pavement shall be a minimum of V outside the utility cut area. 3. Apply liquid asphalt tack to vertical faces and bottom of excavated area in a uniform manner. Do not puddle tack coat on bottom of utility cut area. Do not apply tack coat to washed rock. 4. Place H.M.A.C. surface mix in lifts not to exceed three(3)inches. Last or top lift shall not be less than two (2)inches in thickness. 5. Each lift shall be thoroughly compacted with a plate compactor or portable vibratory roller. Fifteen to twenty passes will be necessary with a vibratory roller and mix temperature above 250 F (121 C) to ensure a good compaction. Top lift when compacted shall be approximately 1/8 inch above surrounding pavement. 6. Apply liquid asphalt around edges of patch along cold joints. 7. Cleanup surrounding area. Do not leave excess fill or excavated material on the pavement. 8. Remove safety signs,barricade and/or warning devices after job is complete. Payment shall be made at the unit price per S.Y. as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to _ complete the work. D- 83 REINFORCED CONCRETE PAVEMENT OR BASE (UTIL. CU]) : The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. General. Reinforced concrete pavement or base shall conform to Spec. Item 314 herein except for finishing and curing. Finishing. The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. D-44 Curing. The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrance curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven (7) days or test beams reach 500 P.S.I. before removal of barricades. Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs,barricades and/or other warning devices where necessary and as required. 2. Mark out the damaged area with keel, chalk line, or paint, being sure to include all areas requiring repair. 3. Saw cut along marked lines a minimum of two(2) inches deep. 4. Remove existing concrete. 5. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 6. Place and finish concrete. *� 7. Clean up jobsite, removing all debris. 8. Maintain traffic control devices to protect area until concrete has cured seven days or concrete reaches 500 P.S.I. flexural strength. Payment shall be made at the unit price per Square Yard as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools, and incidentals necessary to complete the work. D-84 CURB ON CONCRETE PAVEMENT : Standard Specification Item 502 shall apply except as herein modified. INTEGRAL CURB: 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. SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing D-45 water shall not exceed seven (7) U.S. gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be in compliance with Public Works Department standard requirement Item 502. D-85 ADJUST WATER VALVE BOXES,MANHOLES,&VAULTS (UTIL. CUT) : Contractor will be responsible for adjusting water valve boxes, manholes, and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools,and incidentals necessary to complete the work. D-86 MAINTENANCE BOND(UTIL. CUT) : A maintenance bond in the amount of one hundred percent (100%) of the contract amount shall _ be furnished for a period of two years from the date of final acceptance of the work will be required on this project. D-87 INSURANCE (UTIL. CUT) 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 - $250,000 each person, $500,000 each occurrence; Property Damage - $300,000 each occurrence). The City reserves the right to request any other Insurance coverages as may be required by each individual project. D-88 BRICK PAVEMENT (UTIL. CUT) : This item shall include: 1. Removal and salvage of existing brick pavers for the purpose of relaying, in such a manner that no damage occurs during handling of the brick. 2. Supply additional brick pavers as necessary that meets size, shape, and color or existing . brick, as approved by engineer. 3. Mortar bed shall be leveled to the desired elevation, as directed by Engineer and shall not be disturbed in any way. The mortar setting bed shall consist of a. 1 part Portland Cement-ASTM C150, Type 1 b. 1/4 part hydrated lime by volume-ASTM C207, Type 5 D-46 F 0 parts damp sand - ASTM C-144 (for high-bond mortar, gradation in accordance with additive manufacturer's recommendation) d.Add water to obtain stiff mix-water shall be potable quality The dry joint filler shall consist of a. 1 part Portland Cement-ASTM C 150,Type 1 b.6 parts dry sand-ASTM C-144 c. Do not add water High bond mortar mix shall consist of: a. 1 sack Portland Cement-ASTM C 150,Type 1 b.50 pounds workability additive- "A" Marble Dust by Armco Steel Corp.,Piqua Quarries, or Ute Dolomite Limestone by U.S. Lime Division of Flintkote Corp., or Micro Fill No./2 by Pure Stone Co., of Marble Falls,Texas. - c. 3 1/4 cubic feet of sand-ASTM C-144 d.4 gallons of high bond additive - Sarabond Liquid Mortar Additive by the Dow Chemical Co. e.Mix with water in accordance with High Bond Additive manufacturer's recommendations. Concrete surfaces to receive pavers shall be dry, clean, free of oily or waxy films, and firm and level. Pavers with chips, cracks, or voids shall not be used. The setting bed mixture shall be spread and screened to a true plane and shall be limited to that amount that can be covered with pavers before initial set. For the work method see D-24 and follow items 1-9 where applicable. D-89 WORK ORDER COMPLETION TIME. (MISC. REPL.) : i Should the contractor fail to complete an individual work order in the given amount of calendar days as specified on each individual work order, liquidated damage charges as prescribed in Part C - General Conditions C7-7.10 Time of Completion will be subtracted from the final pay estimate of that particular work order. The estimated amount for each particular work order will _ be used for determining the amount of damages charged per calendar day of time exceeding the specified amount. The first two paragraphs of Part C - General Conditions C7-7.10 Time of Completion shall be replaced with the following: The time of completion of each individual work order in an essential element of this contract. Each work order issued will have the maximum allowed number of calendar days allowed for the completion of that specific work. D-47 The number of calendar days specified will be calculated as follows: The total estimated cost for the specific work order divided by 2000 (rounded up)+ 10 days=Number of Calendar Days allowed for Construction of Individual Work Order. D-48 D-90 MOVE IN CHARGES (MISC.REPL) When water and sewer work are required, only the water move in fee will be paid. At no time will both fees be paid for one specific location. D- 91 WORKER'S COMPENSATION INSURANCE : A. Contractor's Worker's Compensation Insurance: Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. B. Subcontractor's Worker's Compensation Insurance: Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of worker's compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificate to the Owner(City). C. Worker's Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Worker's Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory 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'slperson's work on the project has been completed and accepted by the City. Persons providing services on the project ("subcontractor" in section 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 or 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 D-49 project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. 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) for all employees of the contractor providing services of the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. _ 4. 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 City showing that coverage has been extended. 5. The contractor shall obtain from each person providing services on a project, and provide to the City: (a) 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 (b) no later than seven (7) 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. 6. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The contractor shall notify.the City 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. 8. 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 r` stating how a person may verify coverage and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (a) provide coverage, based on proper reporting on the classification codes and payroll amounts and filing of any coverage agreements, which meets D-50 'R 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; (b) 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; (c) 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; (d) obtain from each other person with whom it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project;and (2) 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; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the City 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 (g) contractually require each person with whom it contracts, to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by 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 Texas Worker's Compensation Commission's Division of Self-Insurance Regulation. Providing false or misleading information D-51 may subject the contractor to administrative penalties, criminal penalties, civil penalties,or other civil actions. D.Posting of Required Worker's Compensation Coverage. 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's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Worker's Compensation Commission at 1-512-440-3789 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- 92 OPERATING AND MAINTAINING MANUALS : A.The Contractor shall provide five copies of complete "O & M Manuals." All information should be bound in five (5) separate looseleaf binders and delivered to the Owner at least two weeks prior to final inspection of the project. B.For each product, equipment, or system the following data shall be provided (unless deemed inappropriate by the Engineer): 1. A general description of the equipment or system listing the major components, intended service,and other general data. 2. Technical data including nameplate data, design parameters, ratings, capacity, performance data, operation curves, characteristics and the like. Clearly distinguish between information which does and does not apply. 3. List of warnings and cautions to be observed during installation, operation, and maintenance. 4. Fully detailed installation and operating instructions including special tools required, alignment instructions, start-up and shut-down sequences. D-52 5. Maintenance, service, and repair instructions including maintenance and service schedules, materials and methods for performing routine, special, and annual service. 6. Troubleshooting guide and check list indicating common failures, test methods and procedures for determining component fault or failure. 7. Spare parts list indicating part and order number with name and address of supplier. Include current prices of replacement parts and supplies. 8. Typewritten test reports including material and system tests performed. Include date of test, testing party, witnesses, and record of test conditions and results in test reports. 9. Diagrams to include controls, wiring, installation or operation of the equipment or system. 10. Copies of all "REVIEWED" shop drawings. 11. Copies of all manufacturer supplied warranties and guarantees. C.The contractor should submit two preliminary copies of the operation and maintenance manuals to the Engineer at least six weeks prior to final project inspection for review. One copy of the documents will be returned to the Contractor marked "APPROVED" or "REVISE AND RESUBMIT." If it is marked "APPROVED," the contractor only needs to provide four additional copies. If it is marked "REVISE AND RESUBMIT," repeat the "O & M Manual' submittal in accordance with this item. D-93 STATE SALES TAX : Delete Paragraph C6-6.21, "State Sales Tax," in its entirety from Part C, General Conditions, R General Contract Documents and Specifications. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise, and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-94 TRENCH EXCAVATION,BACKFILL,AND COMPACTION : Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. D-53 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 eight (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" backfill 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: �* Sieve Percent Sieve Percent Size Retained Size Retained #4 0-5 #50 0-50 #16 0-20 #100 60-95 (P.I.= 8 or less) #200 90-100 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 means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of methods. Backfill material to be mechanically tamped must be within + 4% of its M1 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 D-54 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 installation pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, including any and all 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. D-95 DELETED D-96 SHOP DRAWINGS : 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data, and 7maternial schedules as may be required by the Engineer for his review. Submittals checked by and stamped with the approval of the Contractor and identifie Engineer may require. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing *- submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends i' to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies, or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed,the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. .. D-55 2. Shop drawings shall be submitted for the following items prior to installation: - [List the required submittals here] Additional shop drawing requirements are described in some of the material - specifications. 3. Address for Submittals - The submittals shall be addressed to the Project Manager Engineer: Mr. Fred Ehia, P.E. Department of Engineering Fort Worth, Texas 76101 D-97 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS : A. General: This special condition covers the furnishing of all necessary materials and equipment to perform post-construction television inspection of all sanitary sewer lines installed under this contract. This television inspection is considered as a part of the -� final inspection. A satisfactory inspection is required before the project is considered complete. B. Material: 1. VHS format video cassette recording equipment and tapes are required for video taping. The television camera used for the inspection shall be specifically designed and constructed for such inspection and shall provide a color picture. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe acceptable to the Engineer. The camera shall be operative in 100 percent humidity conditions and shall have a minimum of 600 line resolution. 2. Recording equipment shall be equipped with data recorder capable of the following: a. Date and time b. Footage C. Project name, contract number,contractor, and inspection firm d. Location,main/lateral number, and station number C. Execution: - 1. The Contractor shall obtain the services of a qualified independent company to perform the television inspection. 2. The Contractor shall provide traffic control during inspection operations to maintain public traffic and safety of all personnel. D-56 3. The Contractor shall clean all construction debris, sand, and gravel from the sewer to be inspected. 4. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of inspection equipment. Any damage done during inspection shall be repaired by the Contractor. There shall be no additional payment for these repairs. 5. Internal Television Inspection a. The inspection shall be done one sewer section at a time. The section being inspected shall be isolated from the remainder of the sewer in a manner approved by the Engineer. Any defects found shall be repaired by the Contractor and then re-inspected. There shall be no additional compensation allowed for such repair or re-inspection. b. The camera shall be moved through the line in either direction at a uniformly slow rate, stopping at all defects to allow adequate evaluation by the Engineer. In addition, the camera shall be stopped at each service connection. C. Cost for excavation to retrieve inspection equipment shall be the responsibility of the Contractor. The City shall not be liable for any costs relative to retrieving inspection equipment from the sewer system. d. Sanitary sewer mains must be laced with enough water to fill all low points. The television inspection must be done immediately following the lacing of the main with no water flow. Sanitary sewage may be used to propel the camera if the main is live. However, flow may be restricted in a manner approved by the Engineer when necessary to provide a clear image of the sewer being inspected. e. Telephones, portable radios, CBs, walkie-talkies, or other electronic means of communication must be set up where voice or manual communication is not feasible. 6. Viewing a. The television inspection company shall provide facilities for the purpose of viewing the monitor while the inspection is in progress. b. The Engineer shall witness the television inspection. 7. Record Logs D-57 MW a. The videotape of each sewer segment shall note on the tape the project name and number, the main or lateral number, the beginning manhole station, the ending manhole station, the time and date of inspection. Footage for camera location in the sewer line shall be displayed continuously during the inspection. b. The original, unaltered cassette videotapes will be reviewed by the Engineer for focus, lighting, clarity of view, and technical quality. The y inspection company shall maintain sharp focus,proper lighting, and clear, distortion-free viewing during the camera operations. Failure to maintain these conditions can result in rejection of the videotape by the Engineer. Any sewer line whose videotape is not acceptable to the Engineer shall be re-televised at no expense to the City. C. Defects shall be described and quantified on the videotapes by the company doing the inspection. Measurement for location of defects in sewer mains shall be at the ground level by means of a metering device. Marking on cable or the like which requires interpolation for depth of manhole will not be allowed. Measurement meters shall be accurate to .- 0.2 feet. Measurements shall be taken from the center of the manhole and displayed on the videotape. d. A typewritten report shall be provided with the videotape. Each run sheet shall identify the segment being televised, and the location of each service or defect with its appropriate clock position. e. Upon completion of the project, the Contractor shall provide to the City the videotapes of each section of sewer line televised. D. Measurement and Payment: Payment for internal television inspection shall be paid at the contract price per linear foot of sewer pipe televised. Length shall be measured in place along the centerline of the pipe for each sewer segment. The contract price shall include all costs associated with internal television inspection, viewing, record logs, and - cassette videotapes. D-98 LIME STABILIZED SUBGRADE (UTIL. CUTS) : Upon the direction of the Engineer, the Contractor shall provide a lime stabilized subgrade or base in conformance with Specification Items 210 and 212 of the City of Fort Worth's Transportation and Public Works Department's Standard Specifications for Street and Storm Drainage Construction. Unless otherwise directed by the Engineer, lime shall be applied at the minimum rate of four pounds (4#)per square yard per inch depth. Payment shall be made by the square yard at the unit price bid for the quantity measured in place and shall include all labor, equipment,material, and incidentals necessary to satisfactorily D-58 00 mm complete the project. No payment shall be made for the hydrated lime as it shall be considered subsidiary to the bid price for lime stabilization. D-99 CEMENT STABILIZED SUBGRADE (UTIL CUTS) At the direction of the Engineer,the Contractor shall stabilize the subgrade or base material with Portland Cement in conformance with Specification Item 214, Portland Cement Treatment, in the Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas Transportation and Public Works Department. Unless directed otherwise by the Engineer, Cement shall be applied at a minimum rate of five pounds (5#) per square yard per inch of depth. D- ** SPECIFICATION REFERENCES: When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification,prior to the date of these general specifications or revisions thereof,shall apply. D- ** EXPLANATION OF BID ITEMS : The total scope of work for this job has been separated into several bid items as shown in the Proposal. All materials and workmanship necessary to furnish a complete and functional job, whether shown, included or implied in the construction plans and/or specifications, shall be supplied in this contract. The Contractor shall include the cost for all miscellaneous and subsidiary work not specifically mentioned in the Proposal in the various bid prices. D- ** COST BREAKDOWN : In order to establish a basis upon which partial payments to the Contractor may be authorized, immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. D- ** VACUUM TESTING OF SANITARY SEWER MANHOLES : dM A. General: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. Execution: 1. Test Procedure: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten (10) inches D-59 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 below: Height of 48-inch Diameter 60-inch Diameter Manhole(ft) Manhole Manhole 0'to 20' 40 seconds 50 seconds 20'to 22' 44 seconds 55 seconds 22'to 24' 48 seconds 1 minute 24'to 26' 52 seconds 1 minute, 5 seconds 26'to 28' 56 seconds 1 minute, 10 seconds 28'to 30' 1 minute 1 minute, 15 seconds For each additional 2' 4 seconds 5 seconds 2. Acceptance: The manhole shall be considered acceptable, if the drop in the level of — vacuum is less than one inch of mercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. 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 and disposed of in a manner satisfactory to the Engineer. f C. Payment: Payment for vacuum testing of sanitary sewer manholes shall be considered an alternative to hydrostatic or pneumatic testing. The cost of all material, equipment, labor, etc. required in testing shall be included in the price bid per foot of pipe in place. D- ** SAMPLES AND QUALITY CONTROL TESTING : A. The Contractor shall fiunish, at his 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 (9) days prior to the placing of concrete using the same aggregate, D-60 cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of his 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. D- ** 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 to or better than existed prior to the 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 Right-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-61 D- ** PARTIAL ESTIMATES AND RETAINAGE : Reference Part C (General Conditions), Section C8-8.5 Entitled "PARTIAL ESTIMATES AND RETAINAGE" shall 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 processed 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 invoice 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 percent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent(5 0/6). 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. Payment of any partial pay estimate shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same 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 Contractor fails to perform the work in strict accordance with the specifications or other provisions of this Contract. D- ** PAYMENT : Because of the unique nature of this contract, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the following: (Please initial below) Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the D-62 terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the work under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, he shall so advise the Contractor in writing, furnishing him an itemized list of all known items which have not been completed or which are not in an acceptable condition. When the Contractor has corrected all _ such items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above. .� Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, an 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. The amount of the estimate will be paid to the Contractor after acceptance by the Water Department Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials under that Work Order 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 individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or finnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. Bidder's Initials D- ** SUBSIDIARY WORK : Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by 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 and cleanup are general items of work which fall in the category of subsidiary work. D-63 D- ** ADDENDA : Bidders wanting further information, interpretation or clarification of the contract documents must make their request in writing to the Fort Worth Water Department Engineering Services,at least 96 hours prior to bid opening. Answers to all such requests will be bound and made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find discrepancies in, or omissions from, the Contract Documents, or should the bidder be in doubt as to their meaning, the bidder should at once notify the Fort Worth Water Department Engineering Services, in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective bidder. The bid proposal as submitted by the bidder must be so constructed as to include any addenda issued by the Fort Worth Water Department, prior to 24 hours of the opening of bids with appropriate recognition of addenda so noted in the bid proposal. D- ** OSHA STANDARDS : All work performed under this contract shall meet the requirements of the Occupational Safety and Health Administration(OSHA). It is the responsibility of the Contractor to become familiar with the provisions of the regulations published by the OSHA in the Federal Register and to perform all the responsibilities thereunder. It is the Contractor's responsibility to see that the project is constructed in accordance with OSHA regulations and to indemnify and save harmless the City from any penalties resulting from the Contractor's failure to so preform. D- ** PROJECT SUPERINTENDENCE : The Contractor shall keep a competent resident superintendent at the project site at all times during the progress of the work. A resume listing the qualifications and experience record of the proposed resident superintendent, as well as references from similar projects shall be submitted to the Owner prior to award of contract. This resident superintendent, if found to be acceptable, shall not be replaced without written notice to and consent from the Owner except under extraordinary circumstances. Qualifications of a proposed replacement shall be submitted when a request is made for replacement of the superintendent and shall be approved by the Owner prior to withdrawing the superintendent. During the construction of the project,the resident superintendent shall demonstrate an ability to properly execute the work outlined in the contract documents in a timely manner and shall - consistently produce work of an acceptable quality and in accordance with the contract documents. If the Owner shall have a reasonable objection to the performance of the resident superintendent,the Contractor shall replace the resident superintendent upon written notice from the Owner. The resident superintendent is to be replaced with a superintendent acceptable to the Owner. No extension of time will be allowed for delays caused by the replacement of a resident representative. D-64 D- ** RESIDENT ENGINEER: The General Conditions, Section Cl-1.19 ENGINEER, defines various persons who may be designated as the Engineer. For the prosecution of this contract, the Term Engineer shall mean the Resident Engineer as designated by the Director of the Fort Worth Water Department together with members of the staff of the Engineer who are assigned to the Project. Any contacts the contractor may wish to make with any City personnel, members of the plant operating staff, members of the City Administration, or Consulting Engineers, shall be arranged through the Engineer. The Contractor shall not act upon requests or instructions he may receive from any City personnel or Consulting Engineers nor shall he give instructions or directions to such persons without the approval or consent of the Engineer. D- ** PROGRESS PHOTOGRAPHS : The Contractor shall take photographs of the project site prior to construction, monthly during construction of the project and after completion of the project. Photographs may be taken with a quality 35mm or better camera, equipped to photograph either interior or exterior exposures, with lenses ranging from wide angle to 135mm. Photographs shall be taken at locations as designated by the Engineer. Contractor shall video tape all roads and work areas to be affected prior to starting construction and furnish a copy of the video tape to the Engineer. Two glossy color 3" x 5" prints and the negative shall be provided for each photograph taken. Each print shall be marked on the reserve side to indicate project name, date and time, location, direction of exposure, and description of what is being photographed. Prints shall be clear and sharp with proper exposure. If prints of adequate quality are not produced from exposures, additional photographs shall be taken. D- ** TERMINATION : It is understood and agreed that this contract may be terminated by the City without obligation to the Contractor, in whole or from time to time in part, whenever such termination is determined by the City to be in the best interests of the City. Termination may be effected by delivering to the Contractor or his designated representative a notice of termination, specifying to what extent performance of the work under the contract is being terminated and the effective date of termination. After receipt of notice of termination Contractor shall: 1. Stop work specified in the notice on the date and to the extent specified in the notice of termination. 2. Place no further order or subcontract except as necessary to complete work already underway. 3. Terminate all orders and contracts to the extent that they relate to the performance of the work terminated by the Notice of Termination. D-65 D- ** HAZARDOUS AND TOXIC MATERIALS : Insofar as permitted by law, the Owner shall indemnify and hold harmless the Contractor from and against any and all liabilities, losses, cost, damages and expenses, arising out of use of the materials at the Owners site which are not under the direct control of the Contractor, including, but not limited to, any and all liability resulting from personal injury, including death, property liability, at any time, however caused, due to the presence or release of, or exposure, whether to the person of property injured or otherwise, to any hazardous or toxic substance, provided, however, that the City liability shall be limited to that established in Article 6252-19, Texas Revised Code and other applicable State statutes and Constitutional provisions. D- ** AGE In accordance with the policy "(Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold ' City harmless against any 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. D- ** DISABILITY : In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it 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 dcfend, 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 subcontractor's alleged failure to comply with the above-referenced law concerning disability discrimination in the performance of this agreement. D-66 D- ** INDEMNIFICATION : To clarify Section C6-6.12 of the General Conditions of the Contract, it is the intent of the Owner that the Contractor indemnify, hold harmless and defend the Owner, and the Owner's officers, agents, servants, and employees from and against any and all claims as listed herein, even though caused by the Owner's sole negligence. With respect to the last sentence of the first paragraph of Section C6-6.12, it is the Owner's intent that the language be site specific to the general area where the work to be performed under the Contract is being performed. It is not the Owner's intent that the Contractor be required to indemnify the Owner for damages to property other than that caused to property located in close proximity to this project, unless such damage is caused wholly or in part by the Contractor's negligence. D-67 CITY OF FORT WORTH ENGINEERING DEPARTMENT SPECIFICATIONS AND CONTRACT DOCUMENTS FOR PAVING,DRAINAGE,AND WATER IMPROVEMENTS NW 29TH STREET; Titus to Sherman NW 30TH STREET; Lydon to Sherman NW 29TH STREET; Rock Island to Kearney PEARL STREET; Gould to Long UNIT I: WATER IMPROVEMENTS PROJECT NO.PW77-060770154050 UNIT II: PAVEMENT AND DRAINAGE IMPROVEMENTS PROJECT NO. PS46-070460133890 PROJECT NO. C115-020115040557 1. SCOPE OF WORK: Unit I - Water improvements to 29d' Street, 30`' Street, and Pearl Street. Unit II - Paving and Drainage improvements to 29`' Street, 30' Street, and Pearl Street. SP-1 FTW95199 2. AWARDING OF CONTRACT AND WORKING DAYS: A. The contract will be awarded to one Contractor based on the lowest responsive bidder of the total amount of Units I and II combined. B. Work on Units I and II are to be completed within 240 calendar days of the Notice to Proceed. The Contractor shall not hold the City of Fort Worth responsible for delay in work order for this contract. C. The contractor agrees to complete the Contract within the allotted number of calendar days. If the Contractor fails to complete the work within the number of calendar days specified, Liquidated damages shall be charged, as outlined in Part 1, Item 8, paragraph 8.6 of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth,Texas. 3. INCREASE DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all minor pay item quantities stated by Owner of by Contractor, either party to the contract, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity stated in the contract. When the quantity of work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of the work below 75% of - the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power,fuel, lubricants,water and similar operating SP-2 -- FTW95199 expenses;and a ratable portion of premiums on performance and payment bonds,public liability, Workers Compensation and all other insurance required bylaw or by ordinance. The Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used,but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15%of the actual field cost to be paid to the Contractor shall cover and compensate him for profit,overhead,general supervision and field office expense,and all other elements of cost and expense not embraced within the actual field cost as herein specified.,Upon request,the Contractor shall provide the Director of the Department of Engineering access to all accounts, bills and vouchers relating thereto. 4. ABANDONMENT:The City reserves the right to abandon,without obligation to the Contractor, ant part of the project,or the entire,at any time before the Contractor begins any construction work authorized by the City, in which case the contract becomes void. 5. GOVERNING SPECIFICATIONS:This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: ...-.� STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION--CITY OF FORT WORTH. TRANSPORTATION AND PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION --NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS A copy of either of these specifications maybe purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street,2nd floor,Municipal building,Fort Worth, Texas 761102. The specifications applicable to each pat item are indicated in 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. 6. Bidders shall not separate,detach or remove any portion,segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as"non-responsive"and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 7. WARRANTY: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship,both,for a period of one(1)year from date of final acceptance of this SP-3 FTW95199 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. 8. SURVEYS AND LAYOUTS:Construction stakes for line grade will be provided by the City as - outlined on P-17, Standard Specifications for Construction, City of Fort Worth. 9. TRAFFIC CONTROL:The Contractor shall be responsible for providing traffic control during 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 authority of"State of Texas Uniform Act Regulating Traffic on Highways,'codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section No.'s 27, 29, 30, and 31. The Contractor will not remove any regulatory sign,instructional sign,street sign or other sign which has begq grected 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's Signs and Markings Division(phone number 871-8100),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 the4b6v- referenced manual and 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 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 signing place until such - reinstallation is completed. 10. PAYMENT: The Contractor will receive full payment from the City for all work. 11. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, Pd except when direct and unavoidable extra cost 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 �. 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 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. SP-4 FTW95199 12. DETOURS:The Contractor shall prosecute signs shall conform to the Standard Specifications "Barriers and Warnings and/or Detour Signs, " Item 524 and or/or shown on the Plans. Barricades,warning and detour signs shall conform with"Texas Manual on Uniform Traffic Control Devices, Vol. No. I". Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic Control Devices, Volume No. 1". 13. DISPOSAL OF SOU/FILL MATERIAL: All excess materials of construction shall become the property of the Contractor and shall be disposed of off-site in a manner satisfactory to the Engineer. Prior to the disposing of any spoil/fill material,the contractor shall advise the Director of Transportation and Public Works,acting as the City of Fort Worth's Flood Plain Administrator ("Administrator":),of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 1056 : All disposal sites must be approved by the Administrator to ensure that filing 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 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 Transportation and Public Works,Contractor shall remove the spoil/fin 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 purpose. 15. All objectionable matter required to be removed within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102,"Clearing and Grubbing" and.shall be subsidiary to other items of the contract. _= SP-5 FTW95199 16. TEST BORINGS:It shall be the responsibility of the bidder to make subsurface investigations as he deems necessary to determine the nature of material to be excavated. This item shall be considered as subsidiary to the other items of the contract. 17. UQ ALI TY 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,gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate,cement,and mortar which are to be used - later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in-place material on this project will be performed by the City at its own expense. Any retesting required as result of failure to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The E failure of the City to make any test 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. 18 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 19. CONSTRUCTION S CHEDULE: It shall be the responsibility of the contractor to famish the City prior to construction a schedule outlining the anticipated time each phase of construction will begin and be completed,including sufficient time being allowed for clean-up. 20. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The Following s procedures will be followed regarding the subject item on this contract: SP-6 FTW95199 A. A warning sign not less than five inches by seven inches(5"x 7"),painted yellow with black letters that are legible at twelve(12)feet,shall be placed inside and outside vehicles such as cranes,derricks,power shovels,drilling rigs,pole drivers hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX (6) FEET OF HIGH VOLTAGE LINES." B. Equipment that may be operated within then(10)feet to 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 hook connections. C. When necessary to work within six(6)feet high voltage electric lines,notification shall be given to the power company (Texas Electric Service Company) who 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 he expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Electric Service Company,and shall record action taken in each case. D. The Contractor is requires to make arrangement with the Texas Electric Service Company for the temporary relocation or raising of high voltage line at the Contractor's sole cost and expense. E. No person shall work within six feet of high voltage line without protection having been taken as outlined in paragraph C. 21. 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 any directly pertinent books, documents,papers,and records of the 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 thus 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 the three(3)years after final payment under the contract,have access to and the right to examine any directly pertinent books,documents,papers,and records for such subcontractor,involving transactions to the subcontractor,and further,that the City shall have access during normal working hours to all subcontractor facilities,and shall be provided adequate and appropriate work space. In order to SP-7 FTW95199 conduct audits in compliance with the provisions of this article. The City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City Agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under-10 cents per page. 2. More than 50 copies-85 cents for the first page plus fifteen cents for each page thereafter. (d) Contractor agrees that the City shall,until the expiration of three(3)years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents,papers,and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall access during normal working hours to all necessary Contractor facilities and conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (e) Contractor further agrees to inelude in all its subcontracts herein a provisions 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 any directly pertinent books, documents,papers,and records of subcontractor,involving transactions to the subcontract,and further,that City shall have access during normal working hours to all appropriate work space,in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. 22. ADDENDA: The Contractor should be aware of the latest addendums for the Standard Specifications for the Transportation and Public Works Department. 23. EASEMENTS: Not Applicable. 24. SURVEYS:Construction stakes will be set by the City in accordance with the provisions of Item 5.8 of the General Provisions contained in the Standard Specifications for Construction.The Contractor will be held responsible for the preservation of all stakes and marks,and if in the opinion of the Director of Transportation and Public Works,any of the staked or marks have been purposefully or willfully destroyed by the Contractor, a cost of$35.00 per stake or mark destroyed shall be charged against him and deducted from the payment of work. 25. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. SP-8 FTW95199 26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures,improvements and utilities which may be encountered. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth;they are shown on the plans as the best information available found on the ground. The Contractor shall determine the exact location of all existing utilities and conduit his work so as to prevent interruption of service or damage to them. The Contractor shall be responsible for the replacement of any utility damaged by him and shall likewise be responsible for losses to the utility owner due to and disruption to the service of the utility caused by the Contractor. 27. INSPECTION REOUIREMENTS:Inspection of the proposed construction will be provided by the City of Fort Worth Public Works Department. 28. SEQUENCE OF CONSTRUCTION: The Contractor shall submit a written work sequence to the City of Fort Worth for approval prior to beginning work. w 29. CLEAN-UP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall' elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final clean-up of all parts of the work before acceptance by the owner or his 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.Final acceptance of the completed project work shall be given by the City of Fort Worth Transportation and Public Works Department. _ 30. PROJECT WARRANTY: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of the completed project work given by City Council of the City of Fort Worth and shall be required to replace at his expense any part or all of this project which becomes defective due to these causes. 31. INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless, the City and/or owners of the units and lots abutting this Contract,from all costs or damages arising out of any real or asserted claim or cause of action against it of whatsoever kind of character and in addition,from all costs or damages arising out of any wrongs,injuries,demands or suits for damages,either real or asserted,claimed against it that may be occasioned by any act,omission, neglect or misconduct of the said Contractor, his agents, servants"md employees. SP-9 F1'W95199 i The Contractor further agrees to comply with all applicable laws,regulations ordinances,building RM and construction codes of the City of Fort Worth and the S tate of Texas,and with any regulations for the protection of workers which may be promulgated by the Government,and shall protect such work with all necessary lights,barriers,safeguards,and warnings as are provided for in said , specifications and in ordinances and regulations of said City. In case of regulatory sign,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 iq,completed. The Contractor shall be responsible for maintaining one lane of traffic on Eisenhower Drive and Patton I%ve open at all times to local traffic during the construction for emergency and local traffic. When such extra compensation4siciaimed,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 then 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 this contract. 32. TESTING: All material testing will be paid by the City. See Standard Specifications Item No 6 "Control of Materials." 33. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project,such and conditions imposed by the plans,the General Contract Document 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 and cleanup are general items of work which fall in the category of subsidiary work. 34. 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 SP-10 FTW95199 i retaining contract documents intact may be grounds for designating bids as"non-responsive and rejecting bids or voiding contract as appropriate and as determined by the City Engineer. 35. CON'TRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenant's and agrees to and does hereby indemnify,hold harmless and defend against any and all claims or suits for property damage or loss and/or personal injury,including death,to any and all persons,of whatsoever king or character,whether real or asserted,arising out of or in connection with,directly or indirectly,the work and services to perform hereunder by Contractor,its officers,agents, employees,contractors,subcontractors,licensees and invites of the Owner;and said Contractor does hereby covenant and agree to assume all liability and responsibility of the 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 the Contractor;;its officers,agents,employees,contractors,subcontractors,licensees and invites of the Owner,whether or not caused,in whole or in part,by alleged negligence of officers,agents, servants, employees, contractor, subcontractors, licensees or invites of the Owner. Contractor likewise covenants-aYda-grees to and does hereby,indemnify and hold harmless the Owner from and against any and all injuries,loss or damages to properties 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 alleged acts or omissions of officer,agents,servants,employees, contractors, subcontractors, licensees. or invites 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 transportation and public works department,as evidenced by a final inspection,final payment to the Contractor shall not be recommended by the Director of the Transportation and Public Works Department for a period of 30 days after the date of such final inspection,unless the Contractor shall submit claim written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled at 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 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 claim for damages is outstanding for a period of six months failing the date of the acceptance of the work -- performed unless the Contractor submits evidence in writing satisfactory to the Director that: �- SP-11 FTW95199 dw a. The claim had been settled and a release has been obtained from the claimant involved,or b. Good faith efforts have been made to settle such outstanding claims and such good faith efforts have failed. If condition "a" above is met at any time within the next six month period,the Director shall recommend that the final payment to the Contractor be made.If condition"b"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 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 Transportation and Public Works Department contract work from a Contractor against whom a claim for damage is outstanding as a result of work performed under a City contract. 36. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: .._............. ` The Contractor's particular attention is directed to the requirements of Item 7"Legal Relations and Responsibilities to the Public" of the Standard Specifications. 37. PARTIAL PAY ESTIMATES Section 9.7 of the Blue Book should be deleted in its entirety and be 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 processed 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 invoice 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 percent(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) SP-12 FTW95199 business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment 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. Payment of any partial pay estimate shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same 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 Contractor fails to perform the work in strict accordance with the specifications or other provisions of this Contract." 38. EXAMINATION OF SITE:It shall be the responsibility of the prospective bidder to visit the project"sfte and make such examination and explorations as may be necessary to determine conditions which may effect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public 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. 39. WASTE MATERIAL:All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street or railroad improvements or to abutting property. 40. SANITARY FACILITIES FOR WORKMEN: The Contractor shall provide all necessary sanitary conveniences for the use of workmen at the project site. 41. WATER AND SANITARY SEWER CONTRACTOR 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 Department General Specifications,which general specifications shall govem performance of all such work. 42. STREET AND STORM DRAIN CONTRACTOR OUALIFICATI DNS: -Contractor or subcontractor proposed for construction of street improvements shall be approved by the SP-13 FTW95199 Department of Engineering prior to award of the contract. The approval will be based on contractor's performance on similar projects. 43. TEMPORARY EROSION SEDIMENT AND WATER POLLUTION CONTROL: 1. DESCRIPTION:This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by this construction operations. The temporary measure shall include dikes,dams,berms,sediment basins, fiber mats,jute netting,temporary seeding,straw mulch,asphalt mulch,plastic liners, rubble lines, baled-hay retards,diked,slope drains and other devices. 2. CONSTRUCTION REQUIREMENTS:The Engineer has the authority to define erodible w•- earth and the authority.to limitthe surface area of erodible-earth material exposed by _ excavation,borrow andwtlliect the CONTRACTOR to provide temporary pollution- control measures to prevent contamination of adjacent streams,other water courses,lakes, points or other areas of water impoundment. Such work may involve the construction temporary mulches,mats,seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution-control features,but are not associated with permanent control features on the project. The Engineer will limit the area of preparing the right-of-way,clearing and grubbing, excavation and borrow to be proportional to the CONTRACTORS capabilities 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. The Contractor shall also conform to the following practices and controls. All labor,tools, equipment and incidentals to complete the work will not be paid for directly but shall be considered as subsidiary work to the various items included in the contract. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. SP-14 FTW95199 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. All waterways shall be cleared as soon as practicable of falsework,piling,debris or other obstructions placed during construction operations that are not part of the finished work. MEASUREMENT AND PAYMENT:All work,materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no additional payment will be given for this work. 44. CONSTRUCTION: NON-PAY ITEM- CLEARING AND GRUBBING: All objectionable items within the limitmflfiis 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 - 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 - CUTTING OF CONCRETE OR ASPHALT PAVING: All applicable provisions of Standard specifications Item 520,Sawing,shall apply. When driveways,curb and gutter,walk or concrete base are cut,such cuts shall be made with a concrete saw. The contractor will break out walk, curb and gutter to the nearest joint, as directed by the Engineer. PAY ITEM -UTILITY ADJUSTMENT: Standard Specifications Item 450 shall apply. 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 stmt improvements to water,sanitary sewer,sprinkler systems,sprinkler heads and natural gas service Imes 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 forutility adjustments,neither does it confine utility adjustments to the amount shown in the SP-15 FTW95199 Proposal. It shall be the Contractor's responsibility to provide the service of a licensed plumber to make the 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. PAY ITEM -PROJECT DESIGNATION SIGN: The Contractor shall construct and install two(2)Project Designation Signs and it shall 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 shall be the responsibility of the Contractor to have the individual project sign lettered and painted in accordance with the enclosed detail:----" The quality of the paint,painting, lettering on the sign shall be approved by the Engineer. The height and arrangements of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/4" fir plywood, grade A-C (exterior) or better. The sign shall be installed on barricades or as directed by the Engineer,and in place at the project site upon commencement of construction. The work,which includes the painting of the signs,installing and removing the signs,furnishing the materials, supports and connections to the support, and maintenance shall be to the satisfaction of the Engineer. See Standard Specifications, Page 400. For detail see last page of this document. PAY ITEM-REMOVE EXISTING CONCRETE CURB AND GUTTER: Standard Specifications Item 104 shall apply. This item includes the removal of existing concrete curb and gutter including lay down curb and gutter sections through driveways,as indicated on the plans. The measurement and payment for curb and gutter through driveways shall be considered to a line 1=39 behind face of curb. Beyond this line,concrete removed shall be measured and paid for as concrete drive removal. Curb on existing concrete pavement will be removed with concrete paving without special pay. SP-16 FTW95199 The edge of all removed areas abutting existing concrete areas to remain shall be saw cut. PAY ITEM - REMOVE EXISTING CONCRETE VALLEYS, CONCRETE DRIVEWAY, CONCRETE WALKS AND CONCRETE LEADWALKS: Standard Specifications Item 100 and 104 shall apply. This item shall consist of removing concrete valleys, curb and gutter(to normal gutterline)and shall be paid at the edge of valley for the street curb radius areas whether the curb and gutter is built with the valley or separately. Driveways shall be removed to the limits as shown on the plans exercising special care to avoid damage to that portion of concrete to remain in place. The edge of removal areas abutting existing concrete areas to remain shall be saw cut. The price bid per square foot shall be full compensation for breaking up,loading,hauling,and satisfactorily disposing of the material in an approved location including all labor,tools,machinery and incidentals necessary to complete the work. w PAY ITEM - UNCLASSIFIED EXCAVF TION: This item shall include the removal of asphaltic material from Martin Street. The removed surfacing shall be loaded into trucks and hauled away from the job site as directed by the Engineer. In no case shall the removed asphaltic surface be stockpiled on the job site. None of the asphalt material will be incorporated into the base (Martin Street). 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. PRE-BID PAY ITEM- TOPSOIL: This item shall be governed by Item 116 of the City of Fort Worth Standard Specifications for Construction. Locations of the topsoil shall be directed by the Engineer. The proposal quantities shown are calculated to provide topsoil 4 to 6 inches in depth(compacted)over the parkway area and do not include material deeperthan design 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. SP-17 FTW95199 PAY ITEM - ADJUST WATER VALVE BOXES: Standard Specifications Item 450 shall apply. The 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 Department forces. PAYMENT ITEM-SILICONE JOINT SEALING:This pay item includes the installation of a Class I or Class H low-medicine silicone joint sealant system for the Portland Cement Concrete pavement. Specifications for"Silicone Joint Sealing" are enclosed. Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in "METHOD OF MEASUREMENT"for"SILICONE JOINT SEALING", which price shall be full compensation for furnishing all materials and for all preparation,delivery and application of those sealing materials and for all labar,,equipment,tools and incidentals necessary to complete the silicone j oint sealing in conformity with the plans and these specifications. 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 herein modified. (a) Integral Curb-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. (b) Superimposed Curb-Concrete shall have a minimum compressive strength of three thousand (3,000)pounds per square inch at twenty eight(28)days. The quantity of mixing water shall not exceed seven(7)U.S.gallons per sack(94lbs.)of Portland Cement. The slump of the concrete F shall not exceed three(3)inches. A minimum cement content of five(5)sacks of cement per cubic yard of concrete is required. PAY ITEM- 6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of Standard Specification Item 314,"Concrete Pavement",shall apply. The Contractor shall use a six(6)sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor,material,equipment and incidentals necessary to complete the work. (b) Cracks in newly constructed concrete pavement:-All crack(s)shall be individually evaluated by the Construction Engineer to determine severity. The entire panel of pavement(to the nearest j oint) SP-18 FTW95199 shall be removed and replaced at the Contractor's expense if it is determined that such crack(s) will undermine the structural integrity or maintainability of the pavement. Crack(s)which are determined to be cosmetic in nature shall require no change. The Construction Engineer at his sole discretion may dictate that only one half(1/2)of a panel be removed and replaced providing that adequate measures have been taken by the Contractor to eliminate sympathetic cracking. .,, (c) The installation of a Class I or Class 11 low-module silicone joint sealant system for the Portland Cement Concrete pavement will be paid separately. All headers and thickened edge sections as well as doweled connections to existing pavements are subsidiary to the concrete pavement unit price. PAY ITEM - 4" STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP:All applicable provisions of Standard Specification Item 504"Concrete Sidewalks and Driveways" shall apply. The Contractor shall construct standard concrete sidewalk,leadwalk,and wheelchair ramps as shown in the details or as directed by the Engineer. The Contractor shall best match existing sidewalk or leadwalk that is to remain. The Contractor shall not remove any re �ry sign,instructional sign,street name and sign or other signs which have been erected by the City. The Contractor shall contact Signs and Marking Division,TPW (817/871-8075). All concrete flared surface(wheelchair ramp wing or 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 manufacturer's instructions. �. Contractor shall provide a colored 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 by the Engineer,shall be the acceptable standard to be applied for all wheelchair construction. Surface coloring shall be subsidiary to unit price bid for this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution. PAY ITEM-H.M.A.C.TRANSITION:This item will consist of the furnishing and placing at varying thicknesses an H.M.A.C.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. The item shall be governed by all applicable provisions of Standard Specification Item 312. The price bid per ton of H.M.A.C.transition as shown on the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. SP-19 FfW95199 PAY ITEM-ADJUST EXISTING MANHOLE:The item shall include adjusting the tops of existing manholes to match proposed grade as shown on the plans and as directed by the Engineer. Standard Specification Item No. 450 shall apply except as modified herein. dft Standard cone top or flat slab top manholes shall be adjusted with precast concrete grade rings. Rectangular manholes shall be adjusted by using Class E(six sacks)concrete and No.3,ASTM A-615, grade 60 reinforcing steel as directed by the Engineer. Each grade adjustment ring and manhole frame shall be sealed with preformed and trowelable bitumatices manufactured by Kent-Seal,Ram-Nek,E-Z stick or equal in accordance with the applicable Fort Worth Water Department Specifications. The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM-ADJUSTWATER METER BOX:This item(set bid price)shall include raising or lowering an existing meter box to the grade specified. No payment will be made for existing boxes which are within i 0.1'of specified grade (leave as is). PAY ITEM--6"CONCRETE DRIVEWA—Y-Concrete driveway as per details on the Contract Drawings and Item 504 shall be constructed at locations indicated on the plans and as directed by the Engineer. Standard driveways are to be constructed to within l'of the ROW as shown. Certain driveways require construction beyond the ROW and into the properties. The Contractor shall coordinate such undertakings through coordination with the Engineer and the respective property owner to minimize impact on the residents. Such work shall be completed as quickly as possible. The profile and elevation of the end of driveways are shown on the cross sections and must be adhered to at all lots. The extent of driveways into the lots are shown on the plans. PAY ITEM-2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): All applicable provisions of Standard Specifications,Item Nos.312"Hot-Mix Asphaltic Concrete" and 313"Central Plant Recycling-Asphalt Concrete"shall apply to the construction methods for this portion of the project. Standard Specification 312.5(1)shall be revised as follows:The prime coat,tack coat,or the asphaltic mixture shall not be placed unless the air temperature is fifty(50)degrees Fahrenheit and rising,the temperature being taken in the shade and away from artificial heat.Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City - approval 48 hours prior to placing the H.M.A.C.overlay.The City will provide laboratory control SP-20 FTW95199 as necessary. The unit price bid per ton of H.M.A.C.complete and in place,shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. I' PAY ITEM -REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction ofexisting concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the f Engineer and necessary asphalt transitions as shown in the concrete valley gutter details,shall be subsidiary to this Pay Item. See stanclard specification Item No.314,"Concrete Pavement",Item 312"Hot-Mix Asphaltic Concrete", Item No. 104, "Resoing Old Concrete", Item No. 106, "Unclassified Street Excavation"Item No.208"Flexible Base."Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5"non-reinforced(2:27)Concrete Base in lieu of Crushed Stone at no additional cost.See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expidite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch.Contractor shall work on one-half of Valley Gutter at a.time,and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven(7)calendar days,a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square foot for Concrete Valley as shown on the proposal will be full compensation for materials,labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM-NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be SP-21 p FTW95199 Indicated or as directed by the Engineer. When lapping is required, it shall be in accordance with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done in such a way as not to damage the Filet fabric material during the placement. The unit price bid per L.F. shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. HMAC TESTING PROCEDURE: Prior to any asphalt paving, at least 24 hours in advance, the contractor is required to submit a Mix Design for both Type `B" and "D" asphalt that will be used for each project. 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 the density testing. For Type "B" asphalt a maximum of 20% rap may be used. No Rap may be used in Type"D". MR 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 on passes by a roller to establish a ' rolling pattern that will provide the required densities. 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. SP-24 FTW95199 PART F CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND +s w i 1 1 } 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: 5-3-01 NAME OF PROJECT: RECONSTRUCTION OF NW 29TH STREET,NW 30TH STREET,AND PEARL STREET,CONTRACT 1,TOGETHER WITH ASSOCIATED WATER LINE IMPROVEMENTS w PROJECT NUMBER: PW77-060770154050/PS46-070460133890/C115-020115040557 '.s IS TO CERTIFY THAT: STABILE&WINN,INC. r is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for the type of insurance and accordance with provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation TCO 98704621 6-28-00 6-28-01 $500,000 Comprehensive General Bodily Injury: Liability Insurance(Public CON 98704506 6-28-00 6-28-01 Ea.Occurrence: $ 1,000,00 combined Liability) Property Damage: single limit 40 Ea.Occurrence: $ Blasting Ea.Occurrence: $ Collapse of Building or structures adjacent to CON 98704506 6-28-00 6-28-01 Ea.Occurrence: S 1,000,00 excavations Damage to Underground CON 98704506 6-28-00 6-28-01 Utilities Ea.Occurrence: $1,000,00 Builder's Risk Comprehensive Bodily Injury: Automobile Liability CON 98704548 6-28-00 6-28-01 Ea.Person: S ` Ea.Occurrence: $ 1,000,OOC combined Property Damage: single limit Ea.Occurrence:$ Bodily Injury: Contractual Liability CON 98704506 6-28-00 6-28-01 Ea.Occurrence: $1,000,00 combined Property Damage: single limit Ea.Occurrence: $ Other Umbrella - CON 98704589 6-28-00 6-28-01 Each Occurence $1,000,0 Locations covered: Texas Description of operations covered: Listed Above The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement thereto attached. Agency Tucker Agency, Inc. Fort Worth Agent Tracy Tucker By Address P 0 Box 2285, Ft Worth, TX 76113 Title Authorized Representative i i i 4�' AW-RUL% 0 /020 ,.,.CERTIFICATE OF LIABILITY INSURANCE " No '"OUCEW ' THIS CERTIFICATE IS,ISSUED-AS-A MATTER-OF INFORMATION, Wm. Rigg Company. ONLY"AND. CONFERS 'NOv_,R[GHTS'UPON -THE CERTIFICZi;_* 750 North Sf. Paul,`Ste 1900 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW:- Dallas, TX .02611 214-979-2440 INSURERS AFFORDING COVERAGE CURED Wait Matzner dba INSURER A: Assurance Co of America Wait Matzner Excavation Co. INSURER B: Service Lloyds Ins Co 2733 Quinn INSURER C: Fort Worth TX 76105 INSURER 0: I INSURER E: QOVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE DATE(MM/DDIYY) DATE(MMIDO/YY) TYPE POLICY NUMBER LIMITS GENERAL LIABILITY OCCURRENCE $ABILITY SCP35346122 7/24/00 7/24/01 1000000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(A•• one firel S 300000 CLAIMS MADE Fx]OCCUR MED EXP(Any one person) $ 10000 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG_ S 2000000 POLICY-_7 P PRO- LOC 57 7 JEg-,T AUTOMOBILE LIABILITY SC135346163 7/24/00 7/24101 COMBINED SINGLE LIMIT $ 1000000 X ANY AUTO (Es accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG S A EXCESS LIABILITY SCP35346122 7/24/00 7/24/01 EACH OCCURRENCE $ 1000000 X OCCUR CLAIMS MADE AGGREGATE $ 1000000 : l DEDUCTIBLE $ RETENTION 9 s WORKERS COMPENSATION AND SRR5509-00 I 7/24/00 I 7/24/01 X I TORY LIMITS OETR_1 EMPLOYERS LIABILITY E.L.EACH ACCIDENT $ 1000000 E.L.DISEASE-EA EMPLOYEEI S 1000000 E.L.DISEASE-POLICY LIMIT I s 1000000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION STABILE & WYNN, INC. DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN PO BOX 79380 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE To DO SO SHALL SAGINAW, TX 76179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.— ACORD 2S-S•(7/87) 4-25 0 ACID I7iPO�+R1G1LA' AT- A�L ~9F.S1 - x �. . Rl. FmFT Br L C P!!!MTEJ7A& AMERICAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION W a"d ONL'T. AND CONFERS NO RIGHTS- UPON THE CERTIFICATE: 80$:THWY "62Q NORTH,. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND-OFt STH;Z00 ;. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW? AUSTIN,. 'TX 78717 INSURERS AFFORDING COVERAGE INsuRED M.E_ BURNS CONSTRUCTION INSURERA: COLONY INS . CO- INC— INSURERB: FIREMANS FUND CO. MUTUAL P.O. BOX 783 INSURER C: BURLSESON, TX 76097 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIF€GATE 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. INSR TYPE OF INSURANCE POLICY NUMBER DA CY EFFECTIVE POLICY EXPIRATION LIMEYS LTR A GENERAL LIABILITY MP 10 8 2 8 7 10/01/00 10/01/01 EACH OCCURRENCE $1, 000, 000 COMMERCIAL GENERAL LIABILITY RRE DAMAGE(Any one fire) $5 O O O O CLAIMS MADE FI OCCUR MED EXP(Any one person) $5, 000 PERSONAL&ADV INJURY $1, 000, 000 GENERAL AGGREGATE s2, 000, 000 GEN'LAGGREGATE LIMIT APPUES PER: PRODUCTS-COMP/OP AGG s2, 000, 000 POLICY PRO- LOC JECT B AUTOMOBILE LIABILITY TCV 0 016 8 5 110/01/00 10/01/01 COMBINED SINGLE UMIT ,N,AUTO (Ea accideno $1, 000, 005 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) IG X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE UABIUTY AUTO ONLY-EA ACCIDENT $ i ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS UABILITY XS 1113 3 3 10/01/00 10/01/01 EACH OCCURRENCE $2 , 000, 000 OCCUR CLAIMS MADE AGGREGATE s2 , 000, 000 $ DEDUCTIBLE $ RETENTION $ $ WC STATU- OTH- WORKERS COMPENSATION AND TORY UMITS EH EMPLOYERS'UABIUTY E.L.EACH ACCIDENT Is E.L.DISEASE-EA EMPLOYE $ EL DISEASE-POUCY UMIT I$ OTHER DESCRIPTION OFOPERATIONS/LOCATIONS/VEHICI.ES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION STABILE & WINN, INC. SHOULD ANY OF THE ABOVE DESCRIBED POUCIESBECANCELED BEFORE THE EXPIRAT ION A.=-. JOHN STABILE DATE THEREOF,THE ISSUING INSURER WIU.ENDEAVOR TO MAIL 10 DAYS WRITTEN P_0_ BOX 79380 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LIST,BUT FAILURE TO DO SO SHAU SAGINAW TX. 7"6179-0380 IMPOSE NO OBUGAMON OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AQENTS.OW, REPRESENTATMM d AUTHORD3 D REPRESENTATIVE r c f oouCER y THIS CERTIFICATE IS ISSUED ASA MATTER OP INFORMATION { ONLY-ANQ CONFERS NO RIGHTS UPON.THECERTIFICAT.E They Brantm ComganY-' HOLDER:.T'HISCERTIFICATE DOES NOTAMEND*EXTEND OR i00: West Seventh: Street ALTER:T'HE COVERAGE.AFFORDED BY THE POLICIES BELOW.. art wortbL=761(1Z-25a5 Phone:.8IT-336-3030 Fax:8I7-336-8257 INSURERS AFFORDING COVERAGE VURED INSURER A: Colony Insurance Company INSURER B: Firemans Fund Co Mutual Ins Co M.E. Burns Construction, Inc. INSURER C. Texas Workers Comp Fund P. O. BOX 783 INSURER D: Burleson TX 76097 INSURER E: )VERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING NY 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. LT R' TYPE OF INSURANCE POLICY NUMBER POLICY EFFE IVE U PIRATION I LTR' DATE MM/OD/YY DATE MM/DD/YY LIMITS F GENERAL UABIUTY EACH OCCURRENCE 1 $ 1000000 T COMMERCIAL GENERAL LIABILITY GL10 8 2 8 7 10/01/00 10/01/01 FIRE DAMAGE(Any one fire) $ 50000 CLAIMS MADE a OCCUR i MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 FGENEF�Z AGGREGATE $ 2 0 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER:I PRODUCTS-COMP/OP AGG 1 $ 2000000 P 77 PRO- POLICY LOC JECT rwq AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT $ 1000005 r�ANY AUTO TCV000663 10/01/00 10/01/01 (Ea accident) I ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) HIRED AUTOS ! I BODILY INJURY I $ X NON-OWNED AUTOS (Per accident) Ise (PeracadenDAMAGE Is GARAGE LIABILITY AUTO ONLY-EA ACCIDENT IS r-7 ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG I $ EXCESS LIABILITY EACH OCCURRENCE I $ 2000000 A XI OCCUR CLAIMS MADE ! UL111333 10/01/00 10/01/01 AGGREGATE $2000000 $ DEDUCTIBLE $ X i RETENTION $ 0 $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY TSY0001092204 20001001 10/01/00 10/01/01 i E.L.EACH ACCIDENT $ 500000 E.L.DISEASE-EA EMPLOYEE $ 500000 E.L.DISEASE-POLICY LIMIT $ 500000 OTHER i DESCRIPTION OF OPERATIONSlLOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS fi CERTIFICATE HOLDER N I ADDITIONAL INSURED;INSURER LETTER:_ CANCELLATION STABILE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Stabile & Winn, Inc. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURETO DO SO SHALL Attn: John. Stabile IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPON THE INSURER ITS AGENTS OR P.• O.. Box 79380 Saginaw- TX: T6=9�-0380 REPRFSJcNITATNES Y. ACORD 254(7197), TIOM • �' ^�''+.�• M1`s��"i tip ��'f.i• }�.'. � -'�ll"`n' ,' ' •'' r',_• ' •'np,Yi„ r..• .� •�,. Y��+. - rSl �sLi.r'� _ ,,. i'^, fS''e'i�i� ��r -3 .Y^., ..P: `ivrr •-1.:}�h�Y{•i} �TTHISCMMFICATEISIS*SUED'AS AA ATMtOFINFORMATIM Ias ,Sero2ces, .Iha. CII7RL ` ONCWANDCONEERSNQRIGHTSUPOICTHECERTiFlCATE . - i AIS hssuxancat t Risk.Mgmt.. HOLEIMTHM CERTIFICATE DOES NO'CAMEND.EXTEND cw �; g e '-Drivers Su .te LQO ALTER:THECOVERAGEAFFORDED BY THE POUCIES BELOW. w =t.Worba+ 7= T6102 h '` INSURERS AFFORDING COVERAGE phone=, BLZ-87:0-Q90Q Far81T-B10-093sr INSURED i R INSURER A: The Hartford Ins. Company >�'.'u•'� INSURER B: Paragon Fence Co. , Inc. INSURER C: P.O. BOX 121094 INSURER D. a Arlington T% 76012-1094. INSURER E - 1 NERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR `AMY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH IOLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY RATION LTR TYPE OF INSURANCE POLICY NUMBER DATE MWDD/YY DATE MM/DDIYY LIMITS GENERALLIABIUTY EACH OCCURRENCE $ 1,000,000 a. X COMMERCIAL GENERAL LIABILITY 46UENGX2046 03/20/01 03/20/02 FIRE DAMAGE(Any one fire) $ 300,000 CLAIMS MADE a OCCUR MED EJ(P(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 X Contractual Llab. GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE OMIT APPLIES PER: PRODUCTS-COMP/OP AGG 5 2,O 0 0,0 00 POLICY X I PROJECT- n LOC s AUTOMOBILE LIABILITY (COMBINED s BI SINGLE LIMIT $ 1,000,000 X ANY AUTO 46UENFJO027 03/20/01 03/20/02 E ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY S X NON.OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO FTHE R T HAN EA ACC S O ONLY: AGG I S EXCESS LIABILITY EACH OCCURRENCE $ OCCUR ®CLAIMS MADE AGGREGATE $ S DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND X TORY LIMBS I ER EMPLOYERS'UABIUTY 46WBEV5506 03/20/01 03/20/02 EL EACH ACCIDENT $ 500,000 I EL DISEASE-EA EMPLOYED S 500,000 EL DISEASE-POLICY LIMB I 5 5 0 0 0 0 0 OTHER i DESCRIPTION OF OPERATIC NS/LOCATIONS/VEHICLES{EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ERTIFICATE HOLDER 114 1 ADDITIONAL INSURED;INSURER LETTER: CANCELLATION STAWI01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEL ED BEFORE THE EXPIRATION 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 $tablle 6 Winn, Inc. IMPOSE HO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR' Arta: John Stabile IF- Q Sox 79380, REP.RREyS�QQTAIrAM trey Sagsaaw TX; 7.6T79 ,'•,' ;5 t`;p`' l=ick` Sondurant Cr C - x AC�ORpD25-S(Z1971 ? " �; +� ACORD:CORPO ,+;"� Mal w� WYE Yair... #... �'�.. fi.•kn`y.,.� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 w. d►"ou�� `'CERTIFFCATE OF LFAB(M.-IWURANCE RomxER (817)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14121 E. Loop 820 South HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 8720 Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE INsumm ChiCkasaw Paving, Inc. INSURER& Bituminous Casualty Corp P. 0. Box 356 INSURERB: National Union Fire(Casualty Market) Paradise, TX 76073 INSURER C: The Texas Fund INSURER D: INSURER E: :OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ff POLICY EFFECTIVE POLICY LTR TYPE OF INSURANCE POLICY NUMBER DATE MM/D DATE MW N LIMA GENERAL LIABILITY CLP 3 105 746 02/01/2001 02/01/2002 EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ 100,00 CLAIMS MADE - 1 OCCUR MED EXP(Any one person) $ S'000 A PERSONAL&ADV INJURY $ 1,000,000 Ida GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X 7 POLICY PRO LOC JECT AUTOMOBILE LIABILITY P 3 105 745 02/01/2001 02/01/2002 COMBINED SINGLE LIMIT X ANY AUTO (Ea& dent) $ ca 1,000,000 X ALL OWNED AUTOS BODILY INJURY ` X SCHEDULED AUTOS (Pef P—) $ HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Par a=dwd) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ L—F ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY BE 871 18 79 03/01/2001 03/01/2002 EACH OCCURRENCE $ 1,000,00 X OCCUR F�CLAIMS MADE AGGREGATE $ 1,000,000 �A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND SF-0001103812 03/01/2001 03/01/2002 X I TORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 500,000 E.L.viSEASE-EA EMPLOYE- i 500,000 E.L.DISEASE-POLICY LIMIT I$ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS t I :ERTIFiCATE HOLDER ADDITIONAL INSURED:INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL STABILE & WINN INC 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, AM• NELL BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY P.O. BOX 79380 OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVE& SAGINAW, TX 76179 AUTHORIZED REPRESENTATIVE AaAna 777771 ACORD 25-S(7197) FAX: (817)847-2098 ®ACORD CqRPORATION 1988' "CERTIFICATE OF LIABILIT`�'�II $URA `� If7t1CL llATiB�1YD0%lrY OC('�G-1 lI/i4'/00 i )DucER THIS CERTIFICATE IS ISSUED AS A MATTER OF'INFORMATION V. ONLY AND CONFERS NO RIGHTS UPOIJ THE CERTIFICATE The Brant`a Company HOLDER.THIS CERTIFICATE DOES NOT AMENtZ EXTEND OR � 00 West Seventh Street ALTER THE COVERAGE AFFORDED By.-THE POLICIES BELOW. , Irt Worth TX 76102-2505 Saone: 817-336-3030 Fax:817-336-8257 INSURERS AFFORDING C.OVERAGE INSURE I INSURER A: North American S eaialt . Jo Co Construction, Inc. INSURER B: -- Colette Rogers INSURER C: 9207 Edgemont Drive INSURER D: North Richland Hills TX 76180 INSURER E: IVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR P" IAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF'UCH j 'OUCIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER POLICY O N D ( M/DDNY) DATE(MM/D NY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) S CLAIMS MADE C OCCUR MED EXP(Anyone person) ' S PERSONAL BE ADV INJURY $ i GENERAL AGGREGATE S �J GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S POLICY PERCOT- I j LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT j ANY AUTO (Ea accident) S ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) —j HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per accident) __. ..__ PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT S ANY AUTO j OTHER THAN EA ACC S AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE S DEDUCTIBLE S ' RETENTION S S WORKERS COMPENSATION AND X' TORY LIMITS; ER EMPLOYERS'LIABILITY #BWWi05135 !1/ 3/0 0 E.L. ACHACCDEP,IT j n n,,v 0 v E.L.DISEASE-EA EMPLOYEE $ 500, 000 E.L.DISEASE-POLICY LIMIT 5500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS t� ERTIFICATE HOLDER N ADDITIONAL INSURED;INSURER LETTER: CANCELLATION NEWHLDI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Ill CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TILE LEFT,BUT FAILURE TO DO SO SHALL Stabile and Winn, Inc. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KING UPON THO INSURER,ITS AGENTS OR P. O. BOX 79380 REPRESENTATIVES. Saginaw TX 76179-0380 ACORD 25-S(7197) O-ACORQ CORPORATION 1988 ni F %iri��J.i :id".�AeJr1 )ioLvL�.tir�i.`•IMir::r -• _ _ - _ �; Y fi}!Hw —~ "" -viF%+T%v}$Yiw j1YnIY•.�f,•�• ..4��4 iG.•:::• t:<.. y{j�y . PRbD (SI7).457-6700 FAX (817)457-7246 "' THIS CERTIFICATEIS'ISSUED AS A MATTER OF INFORMATION•, y tHE"SWEEN�Y"COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND,EXTEND OR�''} 3fr 1121. E« OOZE 820 SOUth ALTER THECOVERAGE AFFORDED BY THE POLICIES BELOW. r: :r P O BOX 8700 COMPANIES AFFORDING COVERAGE ) o Fort Worth, TX 76124-0700 ....................................._......-0000:...... . COMPANY Travelers...............perty & Cas Group ;m= ; Attn: Ext: A .. ....................................................... .................................... ...... INSURED Texas Worke ............................................' saton Fund ............. ` : Joco Construction COMPANY Joe Rogers DBA B 9207 EDGEMONT DR COMPANY NORTH RICHLAND- C HILLS, TX 76180 COMPANY D ............`ii:i• .:.:;'t+`<: '<f i S', <';:: }`:.: : ::..:y.,.`. .. ;;.::;,::::::: .;':::9:;}::;:s;::i%: :::r»o-:: ::}::.:` i:::>i�i.:Gi':; i4:.;;;:;:.;: i:i;:,:;;::;::::;.;:;;:::::::::i::i::>::;..:•:::;:::i•:>': TH,: IS TO:CERTIFY THAT THE POLI CIES OF•I N3 U-�R--- ANCE U- STED BELOW W HAV E}::BEE �i:>S; U. D.»:�T>:� O THE INSURED-NAMED ABOVE-FOR THE•POLICY-PERIOD.-.. • INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ...........................................................,......................................................................................................................-...................................................................................................... . CO TYPE OF INSURANCE POLICY NUMBER ' POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MWODJYY) DATE(MWDDrCq LIMITS GENERAL LIABILnY GENERAL AGGREGATE $ 2,000,000 X : COMMERCIAL GENERAL LIABIUTY PRODUCTS COMPIOP AGG $ 2,000.1.0.0 0 _. CUUMS MADE X i OCCUR PERSONAL&ADV INJURY $ 1 000,000 A •••.. DT-CO-20900851-TLC-00 05/08/2000 05/08/2001 --..... ...... ................. OWNER'S 3 CONTRACTOR'S PROT EACH OCCURRENCE 3 1 000 OOC ..................................... .0.0 1.0 9C ............................................. FIRE DAMAGE(My one fire) S 300,OOC MED EXP(Arty one person) S 5,00C AUTOMOBILE LIABILITY X ANY AUTO COMBINED SINGLE LIMIT $ 500 OOC . ...............................0........00..........0 . ............1... ..... X ALL OWNED AUTOS : BODILY INJURY X : SCHEDULED AUTOS (Per Peron) A :0000..: DEE-CAP-760G9500-00 05/08/2000 05/08/2001 ................................................................................... X HIRED AUTOS BODILY INJURY X : NON-OWNED AUTOS (Per accident) ................................................................................... ................................................... PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S s� :..............................................:.}::;:-;;::-;:•;:•:.:;t>:;.::-;:::•:•:}}::;:.;:. ANY AUTO OTHER THAN AUTO ONLY: .................................................................................. EACH ACCIDENT S ......: .................................................... ! i...........__............................................................ ....... AGGREGATE $ ^1 EXCESS LIABILITY EACH OCCURRENCE S .............................................................._.................. UMBRELLA FORM AGGREGATE S .................._.............................................................. OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND X :TORY LIMITS: ER ':z: EMPLOYEP.S'IIABILJTY EL EACH ACCIDENT S 500,00 B TSF-0001052083 11/13/1999 11/13/2000 :..................................._..................................... 0000 THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT 3 500,00 PARTNERS/EXECUTIVE .................................................................................. OFFICERS ARE: X EXCL EL DISEASE-EA EMPLOYEE $ 500,00 OTHER DESCRIPTION OF OPERATIONS ILOCATIONSNEHICLESISPECIAL ITEMS Ate' :.. :: : : ::::::.::: :,: ::::::::::::::::::::::::::::::: A ::::::::::::::: ::::::::.:::::::::::::::::::::.:::::::._::::::::::::..:::::::::.:::::::::::::::::::.::�:::0:000... ..,,:........ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, STABILE & WYNN BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUGATION OR LIABILITY P 0 BOX 79380 OF ANY KIND UPON THE COMPANY,ITS AGENTS OR ENTATIVIM SAGINAW, TX 76179 AUTHORIZED R0111"ENTATIVE/1" fl wr. ..:. 00,00. :..v.}:�::}::•<;};..;.}:.x•}:•}:•}::•}•.:}::.;�>•a:.}:::•}::::::.;}:..,:;xwu ;, ro-:.�::{y,:.,.:::..�:..•:::•.•r:.,�::.:;.;;:::;::0:::•:•0:;:00::�::........:::.•:::::��::.�:::::.;.:;:.: .+.i': :::.e.:s:.:.,^.:i<:::k},...'•::z:�.:'.::�•}:•}.:•::.>.::...::�:•:�.. ::f::}:r�?�3}t•::�.:6'i:�.f:' '�.'d3�" <�... �','�c '`�`•`F•' ''•�F (per : yaE �Qy�+ .:.:••.;,, 0000 .:..:tttiv:..:.;.;:•:.......,:}>}:}}'.;•:::::.�::•:::0000 .:.. •; n .a� �� '.:.;;:...,.:...... r. ..::. - v.�.�...xv.:vr:^Crrt:....}.S'AC•%�}Y}.C..�1.•.CC4:CS:GC}::�F.tf .. .N. � ' :.• .. x.:vr::nv;+:•:::n.......:•}:•:i.�::i:S::Cv'•}i:x•:::;::}..:::n::::�•:::::::::v......::...,}:r:::.,.i•..x. ,�., r�iiL�•I. `'�f.:_00:00 ...�. •- .. ... 0000.»riY'�'1�..n. ,.. .. ,. %f%l r�i•%`�J,.; J�.. ..' � .. :%��f��.S-SL.i..•.•t,..t 0000. .. ..�._:'�1� AC -Ra CERTIFICATE OF LIABILITY INSURANCE �IR3'�-14M 1 DATE 160239 VC2-39653-160239 03/08/2001 10:23802 AM PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hanafin Bates 6 Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8144 walnut Hill Lane #1081 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Dallas, TX 75231 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 214-346-1501 fax: 425-671-4667 INSURERS AFFORDING COVERAGE INSURED INSURERA: American Casualty Co.of Reading Pennsylvania— T. P. MEX, INC 3529 PEORIA AVE. INSURERS: DALLAS, TX 75212 INSURER C 214-631-0590 fax: 214-905-7565 INSURER D: INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - POLICY EFFECTIVE 1 POLICY EXPIRATION TYPEOFINSURANCE POLICY NUMBER ry DATE IMW D/YY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE I g COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) g CLAIMS MADE OCCUR MED EXP(Any one person) Is PERSONALS ADV INJURY IS GENERAL AGGREGATE j GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG j Pw POLICY �JEE LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT D) Is ALL OWNED AUTOS BODILY INJURY PE SCHEDULED AUTOS (Per:eerson) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Peraoddent) $ I - j PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT Is ANY AUTO OTHER THAN EA ACC g AUTO ONLY AGG j 'EXCESS LIABILITY EACHOCCURRENCE S OCCUR ❑CLAIMS MADE AGGREGATE g j DEDUCTIBLE g (RETENTION $ S TAT WORKERS COMPENSATION AND WC247859437 09/01/2000 09/01/2001 X I TORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACGDENT $ 1,000,000 IE.L.DISEASE EAEMPLOYEE:S 1,000,000 IE.L.DISEASE POLICY LIMIT .S OTHER I LIMIT S LIMIT S DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTS PECIAL PROVISIONS 1. Certificate holder is provided with a Waiver of Subrogation for Workers Compensation 2. Project information ALL TEXAS ?RCJECTS 3. Insured is afforded Workers Compensation 6 Employers Liability as a co-employer under the policy for employees leased from AMS Staff Leasing, Inc. CERTIFICATE HOLDER 1 ADDITIONAL INSURED:INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BECANCELLED BEFORETHE EXPIRATION .w STABILE 6 WINN DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN PO BOX 79380 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL SAGINAW, TX 76179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORD3:D REPRESENTATIVE �-• � .r �.-� ACORD ZrS(77/97) o ACORD CORPORATION 1988 s .'.:r'[.'................:.%�:�i.%:� v„ ....r....��1.`•a;-.�.._..v....::�iiiiii!�!i;.�e't� C�.•;rG9f',ow'.i:`_G'r`k*ir'!.vi:L ..... .__..--vii(% - ► , 'r.uclnsurance- Texas Truck Insurance;Agency PO Box 560344 • Dallas,TX 75356 Phone: (214)951-1900 - Fax: (214) 451-1920 - Toll Free(800)332-1744 CERTIFICATE OF INSURANCE ISSUE DATE: 1-16-2001 INSURED Phone 214631 0590 PRODUCER: Mike Davidson T.P.Max,Inc. CSR: Joy 3529 Peoria Ave. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO Dallas TX 75212 RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE Fed ID# MC# AFFORDED BY THE POLICIES BELOW. - COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, N07WTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTACT 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. TYPE OF INSURANCE COMPANY/POLICY#-EFFECTIVE&EXPIRATION DATES LIMITS AUTOMOBILE LIABILITY OLD AMERICAN COUNTY MUTUTAL COMBINED SINGLE $1,000,000 Any Auto i LIMIT All Owned Autos POLICY NUMBER: DSSB0000551 BODILY INJURY >1 Scheduled Autos POLICY PERIOD (Per Person) Hired Autos FROM: 1-8-2001 TO: 1-8-2002 I BODILY INJURY Non-owned Autos (Per Accident) _ Garage Liability PROPERTY DAMAGE Other GENERAL LIABILITY FIRST SPECIALTY INSURANCE CO GENERALAGGREGATE $1,000,000 Commercial General Liability I PRODUCTS-COMP/OP AGG. $1,000,000 v. POLICY NUMBER: PGL3557200 + Claims Made Occur POLICY PERIOD ' PERSONAL&ADV.INJURY $1,000,000 Owner's 8 Contractors Prot. FROM: 12-22-2000 TO: 12-22-2001 + EACH OCCURRENCE $1,000,000 FIRE DAMAGE(Any one fire) $501000 MED.EXPENSE(Arty one person) $1,000 PER VEHICLE s'POTOR TRUCK CARGO POLICY NUMBER: ; DEDUCTIBLE POLICY PERIOD FROM: TO: d REEFER(IF APPLICABLE) STATUTORY LIMITS ,WORKERS COMPENSATION EACH ACCIDENT POLICY NUMBER: EMPLOYER SD LIABILITY POLICY PERIOD DISEASE-POLICY LIMIT FROM: TO: DISEASE-EACH EMPLOYEE •1SCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS .s per schedule of vehicles on file with the Company. Covers all jobs in Texas IP CERTIFICATE HOLDER Fax Number. i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED CH —LP -Al 817-847-2098 BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL fit) DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO STABILLE AND WINN, INC. SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE iNSURER,ITS AGENTS OR REPRESENTATIVES. AUT)OVED REPRESENTATIVE r,0. BOX 79380 /) I SAGINAW TX 76179 ► _t� (� DISCLAIMER :ertira is of kou ertoe does not eonaft is a canumt between the 1ssuirrp wmxer(s),viewrized►aC�erften or produaW.and du cartrg**holder,nor doss It aQkM6#V*or nspetiwy amend. d or alter en aowrape dlarded by the porkies lisled thereon. f �— lr�'r:�'�Lj i .•'rl j r S•7-•,•':;::::�::-�: 'ii'"J r.rl�'•;�! .r'• -^iriir:: ..•-,... ... "-- { .. -. .. - �. .'..f•���%:..1?.��.:i�'•+ Mf hill�ifl!/i/ CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096,Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PW77- 060770154050/PS46-070460133890/C 115-020115040557 STABILE&WINN,INC. ONTRACTOR W Title ate STATE OF TEXAS COUNTY OF TARRANT BEFORE ME,the undersigned authority,on this day personally appeared CI., W 5V W,4--C known to me 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,,—r G 4-4-;Awgvrw for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this .pra day of A��+y 20 /P Ll� �pRry ALVA NELL FEW Notary Public in aid for Notary Public the State of Texas * STATE OF TEXAS �lOjrOF, My Comm. Exp.JUNE 5 t r� Bond #46BCSAL5508 PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) STABILE & WINN, INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) Hartford Fire Insurance Company a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas,hereinafter called Owner,in the penal sum of: ONE MILLION FIVE HUNDRED NINETY-ONE THOUSAND SIX HUNDRED EIGHTY-ONE AND 151 100................................................................................................................................. ($1,591,681.15)Dollars in lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas,for the payment of which sum well and truly be made,we hereby bind ourselves,our heirs,executors,administrators and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth,the Owner,dated the of ,2001 a copy of which is hereto attached and made a part hereof,for the construction of: JUN 2 12001 RECONSTRUCTION OF NW 29TH STREET, NW 30TH STREET, AND PEARL STREET, CONTRACT 1,TOGETHER WITH ASSOCIATED WATER LINE IMPROVEMENTS designated as Project No. (s) PW77-060770154050/PS46-070460133890/C115-020115040557, a copy of which contract is hereby attached,referred to, and made a part hereof as fully and to the same extent as if copied at length T herein,such project and construction being hereinafter referred to as the"work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans,specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense p which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. J �r� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER,that the said Surety, for value received,hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it $° does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF,this instrument is executed in 8 counterparts each one of which shall be deemed an original,this the of ,2001. ATTE JUN 2i2001 STABILE&WINN,INC. (Prmci 1) Sec etary PRINCI A (4 BY: L•� �tle: John W. Stabile, President (SEAL) PO BOX 79380 SAGINAW,TX 76179 a4--1/ 4t'nz c==? (Address) Hartford Fire Insurance Company Witness a to Principal urety f pia Address BY: ATTEST: -m-fact)(5) Tracy Tucker (Surety)Secretary P 0 Box 2285 Ft Worth, TX 76113 (Address) z (SEAL) NOTE: Date of Bond must not be prior to date of Contract (I) Correct Name of Contractor (2) A Corporation,a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all fi Partners should execute Bond ri (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. !1' Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 (Address) r Bond #46BCSAL5508 PAYMENT BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we(1) STABILE&WINN,INC. a(2)Corporationpf Tarrant County,hereinafter call Principal,and(3)Hartford Fire Insurance Company ,a corporation organized and existing under the laws of the State CT and fully authorized to transact business in the State of Texas,as Surety,are held and firmly bound unto the City of Fort Worth,a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal sum of: ONE MILLION FIVE HUNDRED NINETY-ONE THOUSAND SIX HUNDRED EIGHTY-ONE AND 15/100......................................................................................................................................... ($1,591,681.15) Dollars in lawful money of the United States to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum will and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. , 2001, a copy of which is hereto attached and made a part thereof,for the consideration of:: JUN 2 1 Z001 RECONSTRUCTION OF NW 29TH STREET NW 30TH STREET AND PEARL STREET CONTRACT 1,TOGETHER WITH ASSOCIATED WATER LINE IMPROVEMENTS designated as Project No. (s)PW77-060770154050/PS46-070460133890/C115-020115040557, a copy of which is hereto attached,referred to,and made a part hereof as fully and to the same extent as if copied at length herein,such project and construction being hereinafter referred to as the"work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make `A payment to all claimants as defined in Chapter 2253,Texas Government Code, supplying labor and materials in the prosecution of the work provided for in said Contract,then this obligation shall be null and void, otherwise it shall remain in full force and effect. i A THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are deemed in said Chapter 2253, and all such claimants shall have a direct right of action under the bond as provided in Chapter 2253, Texas Government Code. PROVIDED FURTHER,that if any legal action be filed upon this bond,venue shall lie in Tarrant County, Texas, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time,alteration or addition to the terms of the contract or to the work to be performed thereunder or the specification accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim shall be unsatisfied. IN WITNESS WHEREOF,this instrument is executed in 8 counterparts each one of which shall be deemed an original,this the day of. �,Oj.,2001. JUN STABIVA& WINN IN ATT PRINC P L By L> Title: John W. Stabile, Presl nl: (Principal)Secretary PO BOX 79380 SAGINAW,TX 76179 (SEAL) (Address) �14U Hartford Fire Insurance Company Witness to Principal ure !Tracy ey-in-fact)(5) Address T cker ATTEST: (Address) (Surety)Secretary P 0 Box 2285 Ft Worth, TX 76113 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation,a Partnership or an Individual,as case may be i (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by f Attorney-in-Fact.. itness as to Surety r P 0 Box 2285 Ft Worth, TX 76113 _ l r Bond #46BCSAL5508 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That (l) STABILE & WINN, INC. as Principal, acting -.r herein by and through (2) John W, Stabile its duly authorized President and (3) Hartford Fire Insurance Company a corporation organized under the laws of the State of CT as 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, at Fort Worth, in Tan-ant County, Texas the sum of ONE MILLION FIVE HUNDRED NINETY-ONE THOUSAND SIX HUNDRED EIGHTY-ONE AND 151100................................................................................................................................. ($1,591,681.15) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth 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, the Principal has entered into a certain contract with the City of Fort Worth, dated theJUN 2 12001 day of 2001, the performance of the following described public work and the construction of the following described public improvements: RECONSTRUCTION OF NW 29TH STREET, NW 30TH STREET, AND PEARL STREET, CONTRACT 1 TOGETHER WITH ASSOCIATED WATER LINE IMPROVEMENTS all of same being referred to herein and in said contract as the Work and being designated as project PW77- 060770154050/PS46-070460133890/C115-020115040557 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof,the same as if set out verbatim herein;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 the period One (1) Year 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 One(1)Year;and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within id period, in the opinion of the Director of the Water Department of the City of Fort Worth, it be rthrn sar pen d, p p ty .a necessary; and, ,i WHEREAS,said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct A said wort:as herein provided. r i 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 said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond,venue shall lie in Tarrant County,Texas;and, IN WITNESS WHERE10 s nt is executed in 8 counterparts, each one of which shall be deemed an original, dated `;2101. i A 1�` (Principal)Secretary _ (Seal) STABILE&WINN,INC. PRII (4) B !./• d Title: John W. Stabile, President PO BOX 79380 ~ SAGINAW,TX 76179 (Address) Witness a to Principal Hartford Fire insurance rnmpany (Address) ( BY: ATTEST: �— ttorney-tn-fact)(5)Tracy Tucker P 0 Box 285 Ft Worth, TX 76113 (Address) (Surety)Secretary NOTE: Date of Bond must not be prior to date of Contract (SEAL) (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 -v `%:- :,�- '' _. -T �-�' �'�` .I fi ... 1 1 HARTFORD FIRE INSURANCE COMPANY Hartford,Connecticut POWER OF ATTORNEY Know all men by these Presents,That HARTFORD FIRE INSURANCE COMPANY,a corporation duty organized under the lays of the State of Connecticut and having its principal office in the City of Hartford,County of Hartford,State of Connecticut,does hereby make,constitute and appoint TRACY TUCKER,TOBIN TUCKER and W.LAWRENCE BROWN of FORT WORTH, TEXAS its true and lawful Attomey(s)-in-Fact with full power and authority to each of said Attomey(s)ain-Fad,in their separate capacity if more than one is named above,to sign,execute and "acknowledge any and all bonds and undertakings and other writings obligatory in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust guaranteeing the performance of contracts other than insurance polices:guaranteeing the performance of insurance contracts where surety bands are accepted by states and municipalities,and executing or guaranteeing bonds and undertakings required or permitted-in all actions or proceedings or by law allowed,and to bind HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of HARTFORD FIRE INSURANCE COMPANY and seated and attested by one other of such Officers,and hereby ratifies and confirms all that its said Attomey(s)+n-Fact may do in pursuance hereof. This Power of.Attomey is granted under and by authority of the Bylaws of HARTFORD FIRE INSURANCE COMPANY,('the Company)as amended by the Board of Directors at a meeting duty called and held on July 9,1997,as follows: ARTICLE IV SECTION 7.The President or arty Vice President or Assistant Vice-Pnrsident,acting with any Secretary or Assistant Secretary shall have power and authority to sign and execute and attach the seal of the Company to bonds and undertakings,recongnizances,contracts of indemnity and other writings obligatory in the nature thereof,and such instruments ,so signed and executed,with or without the common seat,shall be valid and binding upon the Company. SECTION 8.The President or any Vice-President or any Assistant Vice President acting with any Secretary or Assistant Secretary,shall have power and authority to appoint for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more resident Vice Presidents, resident Assistant Secretaries and Attomeys-in-Fad and at any time to remove any such resident Vice-President,resident Assistant Secretary.or Attomey4n-Fact and revoke the power and authority noven to him. Resolved,that the signatures of such Officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile,and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shalt be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. In Witness Whereof, HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Assistant Vice-President and its corporate seal to be iereto affixed.duty attested by its Secretary,this 14th day of May.1999. HARTFORD FIRE INSURANCE COMPANY � 0,j Q SEAL aul A.Bergenholtz,Assistant Secretary Robert L Post.Assistant Vice President STATE OF CONNECTICUT SS- Hartford COUNTY OF HARTFORD mpn this 14th day of May.A.D. 19%,before me personally came Robert L Post,to me known,who being by me duty swom,did depose and say. that he resides in the County of rd.State of Connecticut:that he is the Assistant Vice-President of HARTFORD FIRE INSURANCE COMPANY,the Corporation described in and which executed the above instrument that he knows the seal of the said corporation;that the seal affixed to the said instrument is such corporate seal:that it was so affixed by order of the Board of Directors of said Corporation and that he signed his name thereto by like order. a�'�aJO,wr i�Gi� t Jam H.Wozmak Notary Public CERTIFICATE My Commission Expires Jane 30,2004 I,the undersigned.Secretary of HARTFORD FIRE INSURANCE COMPANY,a Connecticut Corporation,DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked:and furthermore.that Article N,Sections 7 and 8 of the By-Laws of HARTFORD FIRE INSURANCE COMPANY.set forth Ittlin the Power of Attorney,are now in force. Signed and sealed at the City of Hartford. Dated the day of 20 �pRE SEAL w 'Richard L Marshall,Jr.,Assistant Secretary J.Dennis Lane.Assistant Vice President Form S-3507-9 (HF) Printed in U.S.A. FkOTUCKER AGENCY, INC. Bonds and Insurance 206 E. Eighth St., Suite 210 Fort Worth, Texas 76102 (817) 336-8520 AP PART G- CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT § JUN 2 2001 THIS CONTRACT, made and entered into the day of 2001 by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and STABILE & WINN, INC.of the City of SAGINAW County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed"CONTRACTOR". WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned,to be made and performed by the Party of the First Part(Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: RECONSTRUCTION OF NW 29TH STREET, NW 30TH STREET, AND PEARL STREET, CONTRACT 1,TOGETHER WITH ASSOCIATED WATER LINE IMPROVEMENTS And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents,which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon,together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. F-- 7 i i i The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 8 counterparts in the year and say first above written. �* City of Fort Worth,Texas(Owner) ATTEST: Party of the First pa F P BY: _ ASST.City Manager CW C' Secretary (Seal) WITNESSES: STABILE & WINN,INC. PO BOX 79380 SAGINAW,TX 76179 Contractor B '- Title: John W. Stabile, President APPROVED: Approved as to Form and Legality: A. Douglas Rademaker, P.E. Director Asst.Qty Attorney ra Department of Engineering CW FP contract Authorization - 1q-a/ Date G Grp ,lugD j\t - APPENDIX STANDARD DETAILS TEST HOLE RESULTS a.. 4' - 0" in in Lq TT Ii ;® N r , Cl) d O N v b N 0 m r N 9L �r CI) Y • a Z - 0 - - o - CI) m = W 0 00 00 — "+ L6 O M • •. Elf N =: cna � I 1, I n. . a •- o U — t� < co — T � ! I °' co [� o 11G - �� 110 - Iz - N N LO J N M '•EXCAVATION , BACKFILL AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN. 2' HOT OR COLD MIX ASPHALT TEMPORARY PAVING REPAIR SHOWN - EXIST. STREET PAVEMENT FOR PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 OR AS SPECIFIED IN THE PLANS OR SPECIFICATI❑NS. °°°°° °°° /MIN. 6' COMPACTED FLEX-BASE MATERIAL/ a • BOTTOM OF TEMPORARY OR • • ° PERMANENT PAVEMENT REPAIR ' EXIST. BASE xTYPE C BACKEILL - SEE SPEC. E1-2 SAND MATERIAL 1'-6' MAXIMUM �I EMBEDMENT - SEE SPEC. E1-2 - MINIMUM 6' SAND --�- EMBEDMENT COVER q MINIMUM 6' EMBEDMENT _ _ t INCLUDED IN LINEAR FOOT BID PRICE OF PIPE FIGURE A (WATER SIZES UP TO & INCLUDING 12 " ) NTS REV: MARCH 25, 1999 'EXCAVATION ) BACKF- ILL AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN. 2' HOT OR COLD MIX ASPHALT TEMPORARY PAVING REPAIR SHOWN - EXIST. STREET PAVEMENT FOR PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 OR AS SPECIFIED IN y THE PLANS OR SPECIFICATIONS. MEN. 6' COMPACTED a FLEX-BASE MATERIAL /� //j���j�/ .• a ZL BOTTOM OF TEMPORARY OR ° PERMANENT PAVEMENT REPA[R EXIST. BASE xTYPE C BACKFILL SAND MATERIAL SEE SPEC. E1-2 EMBEDMENT 1'-6' MAXIMUM s SEE SPEC. El-2 1) SEWER - MINIMUM 12' SAND EMBEDMENT COVER t 2) WATER - MINIMUM 6' xx SAND EMBEDMENT COVER ~ , CRUSHED STONE SEE SPEC. El-3 MINIMUM 6' EMBEDMENT INCLUDED IN LINEAR FOOT BID PRICE OF PIPE FIGURE B ( SEWER: ALL SIZES.) ( WATER SIZES 16 " & LARGER) NTS REV: MARCH 25, 1999 INTER-OFFICE CORRESPONDENCE Date: November 16, 1998 To: Dena Johnson From: Ryan Jeri Re: Recommendation for Rehabilitating of NW 291h Street(Titus to Sherman) D.O.E. No: 2129 Upon review of the scope of construction on this project and also by taking core samples and evaluating the thickness and condition of the surface and base material and evaluating the suitability of the existing material for future use, it is my recommendation that this street is a good candidate to be pulverized Upon completion of utility work all ditches must be capped with a temporary patch complying with City of Fort Worth Specifications. The contractor shall pulverize the existing pavement/base to a depth of 8 inches below the surface of the existing pavement. After pulverization is completed, the contractor shall temporarily removc the pulverized material and undercut an additional 3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment(Material Manipulation), of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. When proper compaction is achieved the contractor shall overlay with 3 inches of HMAC type"D" surface course on top of the new base and all applicable provisions of Item 312(Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete)of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shall apply to all aspects of construction methods for this project. Due to the total thickness and suitability of the existing base material, the contractor has the option of not undercutting this particular street. You may want to include a copy of the attached document in the contract documents for the benefit of the contractor bidding the project and for use in construction of the project. R Jeri PAVEMENT PULVERIZATION The contractor shall pulverize the existing pavement/base to a depth of eight(8)inches .� below the surface of the existing pavement. After pulverization is completed the contractor shall temporarily remove the pulverized material and remove an additional three(3)inches of base material. The removal of the base material shall start a minimum of eight(8)inches below the surface of the existing pavement. After the undercut operation is complete, the contractor shall mix the pulverized material with five(5)percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatment (Material Manipulation)of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction as follows: * Cement shall be applied only to such an area that all the operations can be continuous and completed in day light within six(6)hours of such application * Gradations have to be taken just a few minutes before applying cement *No equipment except that used in the spreading and mixing will be allowed to pass over the freshly spread cement until it is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than thirty(30)minutes. * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2)hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforming to the crown, grade and line shown on the Plans. * After the roadway has been finished as specified herein it shall be immediately -� protected against rapid drying by applying two tenths(0.2)gallons per square yards of RC-2 or some other E.P.A. approved water based emulsion. Should it be necessary for construction equipment or other traffic to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven(7)day curing period so that all the soil cement base course will be covered effectively. * The soil cement course may be opened to local traffic as soon as the water based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of material by traffic. It may be opened to all traffic after seven(7) days. After the minimum seven(7) day of curing the contractor shall overlay with three(3) T inches of HMAC Type"D" course on top of the new base. a page 2 HMAC SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphaltic Concrete" and 313 "Central Plant Recycling Asphaltic Concrete" of the City of Fort Worth Standard Specifications of Street and Storm Drain Construction shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat or the asphaltic mixture shall not be placed unless the air temperature is fifty(50) degrees Fahrenheit and rising the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish a batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the HMAC overlay. The City will provide laboratory control as necessary. r CITY OF FORT WORTH ' CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM NW 29TH STREET (TITUS TO SHERMAN) DOE NO. : 1952 FUND CODE: 03 HOLE f 1 LAB NO. : 32627 I LOCATION: 3415 NW 29TH ST. E/4 I --------------------------------------------------------------------------I 2.00° HMAC I 15.00" ,BROWN CLAY W/CRUSHED STONE TO BED ROCK i --------------------------------------------------------------------------I f ATTERBURG LIMITS: LL: 37.2 PL: 20.5 PI: 16.7 SHRKG: 10.0% MUNSEL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY I UNIT WEIGHT: 136.0 LBS PER CUBIC FOOT JPROVAL: JERI ROUTING DATE TESTED: 04-20-98 JAMES ANDERSON DATE REPORTED: 04-29-98 NAJIB FARES TESTED BY: CARDWELL, PATTERSON, FILE DESAI INTER-OFFICE CORRESPONDENCE Date: November 16, 1998 To: Dena Johnson From: Ryan Jeri Re: Recommendation for Rehabilitating of NW 30th Street(Lydon to Sherman) D.O.E. No: 2130 Upon review of the scope of construction on this project and also by taking core samples and evaluating the thickness and condition of the surface and base material and evaluating the suitability of the existing material for future use, it is my recommendation that this sfet is a good candidate to be pulverized. Upon completion of utility work all ditches must be capped with a temporary patch complying with City of Fort Worth Specifications. The contractor shall pulverize the existing pavement/base to a depth of 8 inches below the surface of the existing pavement. After pulverization is completed, the contractor shall -- temporarily remove the pulverized material and undercut an additional 3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment(Material Manipulation),of the latest edition of the City of Fort Worth Standard Specifications for Comsttuction of Streets and Storm Drains. When proper compaction is achieved the contractor shall overlay with 3 inches of HMAC type"D" surface course on top of the new base and all applicable provisions of Item 312(Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete)of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shall apply to all aspects of construction methods for this project. Due to the total thickness and suitability of the existing base material, the contractor has the option of not undercutting this particular street. You may want to include a copy of the attached document in the contract documents for n_ the benefit of the contractor bidding the project and for use in construction of the project. Z;acri PAV0vIENT PULVERIZATION The contractor shall pulverize the existing pavement/base to a depth of eight(8)inches below the surface of the existing pavement. After pulverization is completed the contractor shall temporarily remove the pulverized material and remove an additional three (3)inches of base materiaL The removal of the base material shall start a minimum of eight(8)inches below the surface of the existing pavement. After the undercut operation is complete, the ® contractor shall mix the pulverized material with five(5)percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatment (Material Manipulation) of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction as follows: • Cement shall be applied only to such an area that all the operations can be continuous and completed in day light Aithin six(6)hours of such application. • Gradations have to be taken just a few minutes before applying cement. •No equipment except that used in the spreading and mixing will be allowed to pass over the freshly spread cement until it is mixed with the soil. • Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than thirty(30)minutes. • Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two(2)hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforming to the crown, grade and line shown on the ` plans. • After the roadway has been finished as specified herein it shall be immediately protected against rapid drying by applying two tenths(0.2)gallons per square yards of RC-2 or some other E.P.A. approved water based emulsion. Should it be necessary for construction equipment or other traffic to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven(7)day curing period so that all the soil cement base course will be covered effectiv9ely. *The soil cement course may be opened to local traffic as soon as the water based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of material by traffic. It may be opened to all traffic after seven(7) days. After the minimum seven(7)day of curing the contractor shall overlay with three (3) inches of HMAC Type"D" course on top of the new base. < a page 2 HMAC SURFACE COURSE ('TYPE"D" MIX) All applicable provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphaltic Concrcte" and 313 "Central Plant Recycling Asphaltic Concrete" of the City of Fort Worth Standard Specifications of Street and Storm Drain Construction shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1)shall be revised as follows: The prime coat, tack coat or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish a batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the HMAC overlay. r The City will provide laboratory control as necessary. 4 k CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM NW 30TH STTREET (LYDON TO SHERMAN) DOE NO. : 1952 FUND CODE: 03 HOLE f 1 LAB NO. : 33128 LOCATION: 2905 NW 30TH ST. E/4 -------------------------------------------------------------------------- 1.25" HMAC 8.25' 2:27 (COMPRESSIVE STRENGTH 1676 PSI) 7.00- -CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) ---------------- HOLE f 2 LAB NO. : 33129 LOCATION: 431 SOUTH OF MACIE AVE. CL -------------------------------------------------------------------------- 00- HMAC 8.50" 2:27 (COMPRESSIVE STRENGTH 1623 PSI) 8.00" GRAYISH BROWN CLAY W/CRUSHED STONE -------------------------------------------------------------------------- ATTERBURG LIMITS: LL: 22. 4 PL: 15. 3 PI: 7. 1 SHRKG: 4 .0% MUNSEL COLOR CHART: 8/2 VERY PALE BROWN CLAY UNIT WEIGHT: 130.0 LBS PER CUBIC FOOT HOLE # 3 LAB NO. : 33130 LOCATION: 3013 NW 30TH ST. W/4 ----------------------------------------------------------- -------------- 0.50" HMAC 13.00" BROWN SAND W/CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) HOLF # 4 LAB NO. : 331.31. 1,0CAT]ON: 311 i tlm ,io,rH ST. Cl. -------------------------------------------------------------------------- 0. 50" HMAC 13.00" BROWN SAND W/CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) 't-,x X0-0 L.# 1952 PAGE 2 hOLE # 5 LAB NO. : 33132 LOCATION: 4143 NW 30TH ST. E/4 -------------------------------------------------------------------------- 0.50" HMAC 13.000 BROWN SAND W/CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) -- - _______-=_========_____-______ HOLE # 6 LAB NO. : 33133 LOCATION: 3214 NW 30TH ST. CL -------------------------------------------------------------------------- 0.50"' HMAC 17.00m BROWNISH GRAY CLAY W/CRUSHED STONE TO BED ROCK ------------------------------------------7------------------------------- ATTERBURG LIMITS: LL: 42.1 PL: 25.0 PI: 17.1 SHRKG: 12.0% MUNSEL COLOR CHART: 5/4 YELLOWISH BROW CLAY UNIT WEIGHT: 128.0 LBS PER CUBIC FOOT HOLE # 7 LAB NO. : 33134 LOCATION: 3315 NW 30TH ST. W/4 -------------------------------------------------------------------------- 0. 50" HMAC OOA' BROWN CLAY W/CRUSHED STONE ----------------------------------------------------------------- ATTERBURG LIMITS: LL: 25. 9 PL: 17. 6 PI: 8.3 SHRKG: 6. 0% MUNSEL COLOR CHART: 7/3 VERY PALE BROWN CLAY UNIT WEIGHT: 128.0 LBS PtR CUBIC FOOT ------------==--�----------- HOLE # 8 LAB NO. : 33135 LOCATION: 3409 NW 30TH ST. CL -------------------------------------------------------------------------- 0.50" HMAC 13.00" BROWN SAND W/CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) APPROVAL: RM4 JERI ROUTING DATE TESTED: 04-28-98 JAMES ANDERSON DATE REPORTED: 05-08-98 NAJIB FARES TED BY: CARDWELL, PATTERSON, FILE DESAI INTER-OFFICE CORRESPONDENCE Date: November 16, 1998 To: Dena Johnson From: Ryan Jeri Re: Recommendation for Rehabilitating of NW 29"Street(Rock Island to Kearney) D.O.E. No: 2131 Upon review of the scope of construction on this project and also by taking core samples and evaluating the thickness and condition of the surface and base material and evaluating the suitability of the existing material for future use, it is my recommendation that this street is a good candidate to be pJverized. Upon completion of utility work all ditches must be capped with a temporary patch complying with City of Fort Worth Specifications. The contractor shall pulverize the existing pavement/base to a depth of 8 inches below the surface of the existing pavement. After pulverization is completed, the contractor shall temporarily remove the pulverized material and undercut an additional 3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment(Material' 1¢ Manipulations of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. When proper compaction is achieved the contractor shall overlay with 3 inches of HMAC type"D" surface course on top of the new base and all applicable provisions of Item 312(Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shall apply to all aspects of construction methods for this project. You may want to include a copy of the attached document in the contract documents for the benefit of the contractor bidding the project and for use in construction of the project. Jeri PAVEMENT PULVERIZATION The contractor shall pulverize the existing pavement/base to a depth of eight(8)inches below the surface of the existing pavement. After pulverization is completed the contractor shall temporarily remove the pulverized material and remove an additional three (3)inches of base material. The removal of the base material shall start a minimum of eight(8)inches below the surface of the existing pavement. After the undercut operation is complete, the contractor shall mix the pulverized material with five(S)percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatment (Material Manipulation) of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction as follows: * Cement shall be applied only to such an area that all the operations can be continuous and completed in day light within six(6)hours of such application. * Gradations have to be taken just a few minutes before applying cement. *No equipment except that used in the spreading and mixing will be allowed to pass over the fieshly spread cement until it is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than thirty(30)minutes. * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two(2)hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforming to the crown, grade and line shown on the plans. * After the roadway has been finished as specified herein it shall be immediately protected against rapid drying by applying two tenths (0.2)gallons per square yards of RC-2 or some other E.P.A. approved water based emulsion. Should it be necessary for construction equipment or other traffic to use that section of roadway before the emulsion has dried sufficiently, it is the responalffiiity of the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven(7) day curing period so that all the sod cement base course will be covered effec&*. -' * The soil cement course may be opened to local traffic as soon as the water based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of material by traffic. It may be opened to all traffic after seven(7) days. After the minimum seven(7) day of curing the contractor shall overlay with three (3) inches of HMAC Type"D" course on top of the new base. s page 2 HMAC SURFACE COURSE(TYPE "D"MIX) All applicable provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphaltic Concrete" and 313 "Central Plant Recycling Asphaltic Concrete" of the City of Fort Worth Standard Specifications of Street and Storm Drain Construction shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat or the asphaltic mixture shall not be placed unless the air temperature is filly(50) degrees Fahrenheit and rising the temperature being taken in the shade and away from artificial g heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish a batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the HMAC overlay. . * The City will provide laboratory control as necessary. t i A , , • i a0 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX ZOJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM NW 29TH STREET (ROCKLAND TO KEARNEY) )E NO. : 1952 1ND CODE: 03 )LE 1 LAB NO. : 33457 I )CATION: 3140 NW 29TH ST. W/4 I •------------------------------------------------------------------ -----i -00" HMAC I =.00" BROWN SAND W/CRUSHED STONE I ..00" BROWN C1AY ----------------------------------------------------------------- I 'TERBURG LIMITS: LL: 31.1 PL: 18.4 PI: 12.7 SHRKG: 7.0% I WSEL COLOR CHART: 8/2 VERY PALE BROWN CLAY I SIT WEIGHT: 130.0 LBS PER CUBIC FOOT I )LE $ 2 LAB NO. : 33458 I CATION: 3102 NW 29TH ST. CL I --------------------------_---------------------------------------- - ---- I .00" HMAC I .00"' BROWN SAND W/CRUSHED STONE 1 .00" GRAY CLAY I ------------------------------------------------------------------------I TERBURG LIMITS: LL: 36. 4 PL: 21. 4 PI: 15.0 SHRKG: 11.0% 1 NSEL COLOR CHART: 5/2 GRAYISH BROWN CLAY 1T WEIGHT: N/A LBS PER CUBIC FOOT I LE # 3 LAB NO. : 33459 I CATION: 3006 NW 29TH ST. E/4 I ------------------------------------------------------------------------ I .25" HMAC I .00" PALE BROWN CLAY W/CRUSHED STONE TO BED ROCK I ------------------------------------------- ----------------------------- I TERBUR-G LIMITS: LL: 32. 1 PL: 16. 3 PI: 15.8 - SHRKG: 8.0% I NSEL COLOR CHART: 8/2 VERY PALE BROWN CLAY I IT WEIGHT: N/A LBS PER CUBIC FOOT I OE # 1952 PAGE 2 I OLE # 4 LAB NO. : 33460 I OCATION: 2910 NW 29TH ST. CL I ----------------------------------------------------------------------I 1.25" HMAC I 6.00" BROWN CLAY W/GRAVEL I 1.00" BROWN CLAY I --------------------------------------------------------------------- I TTERBURG LIMITS: LL: 33.5 PL: 16.6 PI: 16.9 SHRKG: 9.0% I UNSEL COLOR CHART: 7/4 VERY PALE BROWN CLAY I NIT WEIGHT: 130.0 LBS PER CUBIC FOOT I 4 s s=aamasaaaaaa�asas aeasssaa�ssss s�ssssaassssssasasaasa�a I OLE f 5 LAB NO. : 33461 I OCATION: 2809 NW 29TH ST. W/4 I ��----------.....----------------..------------------------------------------ 1.2 5" HMAG I 2.00" CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) I - ---a== ----------------�-- -- ---- ------------ _____®-I PPROVAL: 4E R ,J7/ RI ROUTING ATE TESTED: 05-07-98 _ JAMES ANDERSON ATE REPORTED: 05-19-98 NAJIB FARES ESTED BY: CARDWELL, PATTERSON, FILE DESAI job INTER-OFFICE CORRESPONDENCE Date: November 16, 1998 To: Dena Johnson From: Ryan Jeri Re: Recommendation for Rehabilitating of Pead(Gould to Long) D,O.E. No: 2132 Upon review of the scope of construction on this project and also by taking core samples and evaluating the thickness and condition of the surface and base material, it is my recommendation that this street should be excavated to grade following and complying with Item 204 of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. After excavation is complete the top 6" of the subgrade should be stabilized with 5%hydrated lime, the exact amount and poundage of lime will be calculated during the construction phase of the project by performing a lime series. In order to achieve ideal stabilization the contractor must comply with Item 210 of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. After completion of the subgrade the street should be paved with 3000 psi concrete complying with Item 314 of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. Jeri CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX R0,1ECT: 1998 CAPITAL 1MPOROVEMENT PROGRAM PEARL STREET (COULD TO W. LONG) OF. NO. : 1952 dW UND CODE: 03 - -sus=mmsaaasamx=maxi=aaacaxaxax=asaaa=xxxoxxa==moss:m ax.=xa�---axoxso rt OLE f 1 LAB NO. : 31272 I OCATION: 451 SOUTH OF W. LONG CL I -------------------------------------------------------------------------) 2.00'v HMAC 6.00"' BROWN CLAY W/CRUSHED STONE I 0.00" BROWN CLAY l -------------------------------------------------------------------------1 f TTERBURG LIMITS: LL: 35.8 PL: 17.5 PI: 18:3 SHRKG: 10.0% I JNSEL COLORCHART: 6/3 PALE BROWN CLAY I 9IT WEIGHT: 136.0 LBS PER CUBIC FOOT I 3LE # 2 LAB NO. : 31273 I OCATION: 512' SOUTH OF W. LONG CL I ---------------------------_--------------------------------------------- I 1.25" HMAC I 5.00" BROWN CLAY W/CRUSHED STONE I 3.00" BROWN CLAY W/GRAVEL TO BED ROCK I ----------------------------------------j-_-__-----_---------------------I TTERBURG LIMITS: LL: 33.8 PL: 17.9 .PI: 15. 9 SHRKG: 13.0& I JNSEL COLOR CHART: 6/3 PALE BROWN CLAY I VIT WEIGHT: 130.0 LBS PER CUBIC FOOT I v------a=xxax�xxxxxxxxx=c-=a=xa==x=xsa=xxxxxxx=mxx==x.::=xxx==xx===x=xx=a I PPROVAL: 9J ANERI ROUTING %TE TESTED: 03-26-98 JAMES ANDERSON %TE REPORTED: 04-07-98 NAJIB FARES .STED BY: CARDWELL,DESAI FILE