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Contract 25826
Y SPECIFICATIONS r CV SECRET AND 24 rD.O.F. ME CONTRACT DOCUMENTS y CONTRACTOR'S BONDIOMCIP VARIOUS LOCATIONS CONSTRUCTION'S COPY CONTRACT 2000A - CLIENT DEPARTMEN PW53-060530175860CITY SECRETARY 5 $� PS58-070580175050 CONTRACT NO. HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 HALE FROM 31ST TO DIAMOND DOE#2256 NW 31ST FROM KEARNY TO LONG DOE#2009 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 UNIT II: PAVING IMPROVEMENTS HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 K-1545 C115-020115040597 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 K-1546 C115-020115040597 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 K-757 C115-020115040598 HALE FROM 31ST TO DIAMOND DOE#2256 K-1571 C115-020115040595 NW 31ST FROM KEARNY TO LONG DOE#2009 K-1537 C115-020115040595 # ALEXANDER FROM FARRELL TO STALCUP DOE#2249 K-1539 C115-020115040596 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 K-1540 C115-020115040596 IN THE CITY OF FORT WORTH,TEXAS 2000 KENNETH L. BARR .: �'q�11 BOB TERRELL MAYOR *�' `�*�1� CITY MANAGER od . . . . . . . ,► I� f JAM BRYAN BECK / 8457 Q i .w HOW LEE C. BRADLE , P.E.-DIRECTOR C ���°�l5uwQry1� FORT WORTH WATER DEPARTMENT [ , PSE OF TEXq ll ,«iE OF 1EI� HUGO A. MALANGA, P.E. -DIRECTOR c_ a'''' DEPARTMENT OF TRANSPORTATION AND PUBLIC WS r . . . . .MW ..................J �' D � A.DOUGLAS RADEMAKER, P.E. - DIRECTOR14, .....cHAAa J.z014NE �+1of QisT�!``°'' ,�` DEPARTMENT OF ENGINEERING ��e 9; 55363 /OPiAt "�' a o,�;gFGtc A�;•.�'�t'k'r SS 1/1 qlco t F,�•.,,,..TE, (�N ..�: • • 10 SOMAL "' City of Fort Worth, Texas 4volvar and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 5/2/00 **C-17993 30GARDEN 1 of 2 SUBJECT AWARD OF CONTRACT TO J. L. BERTRAM CONSTRUCTION & ENGINEERING, INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 2000A, UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with J. L. Bertram Construction & Engineering, Inc. in the amount of $676,763.21 and 132 working days for 1998 Capital Improvements Program (CIP) Various Locations Contract 2000A, Unit II: Paving Improvements Alternate No. 2. DISCUSSION: Contract 2000A consists of seven street reconstruction projects funded by the 1998 CIP. The streets to be reconstructed include: Hillview (Mansfield to Glen Garden) Northglen (Blackwell to Mansfield) Shaw (Hemphill to Dead-End) Hale (NW 31 st to Diamond) NW 31 st (Long to Kearney) Alexander (Stalcup to Farrell) Edgewood (Chapman to Ramey) The street projects will include the replacement of water and sewer utilities (Unit 1) and reconstruction of the pavement structure (Unit II). The work related to the replacement of the water and sewer utilities will be awarded under a separate M&C. The bid documents for Unit II paving improvements included two alternates as follows: Alternate No. 1 included pulverization and hot mix asphalt concrete (HMAC) resurfacing, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. Alternate No. 2 included 5-inch HMAC pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. Considering both alternates, Alternate No. 2 will provide a more durable pavement surface. Staff is recommending award of Paving Improvements Alternate No. 2. City of Fort Worth, Texas "avoir and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 5/2/00 **C-17993 1 30GARDEN 2 of 2 SUBJECT AWARD OF CONTRACT TO J. L. BERTRAM CONSTRUCTION & ENGINEERING, INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 2000A, UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 The project was advertised for bid January 20 and 27, 2000. The following bids were received February 17, 2000: UNIT II, ALTERNATE 2 BIDDERS (Paving) AMOUNT TIME OF COMPLETION J. L. Bertram Construction & Engineering Inc. $676,763.21 132 Working Days Specified Stabile &Winn, Inc. $680,720.90 APAC-Texas, Inc. $690,120.55 Branch and Sons, Contractors, Inc. $715,660.75 McClendon Construction Company, Inc. $727,524.75 Jackson Construction, Inc. $732,016.05 Walt Williams Construction $747,890.43 Contingencies for Unit II change orders are $25,000.00. J. L. Bertram Construction & Engineering, Inc. is in compliance with the City's M/WBE Ordinance by committing to 16% M/WBE participation and documenting good faith effort. J. L. Bertram Construction & Engineering, Inc. identified several subcontracting and supplier opportunities. However, the M/WBEs contacted in the identified areas did not respond or did not submit the lowest bid. The City's goal on this project is 27%. Hillview and Northglen are located in COUNCIL DISTRICT 8. Shaw is located in COUNCIL DISTRICT 9. Hale and NW 31st are located in COUNCIL DISTRICT 2. Alexander and Edgewood are located in COUNCIL DISTRICT 5. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. MG: Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY Office by: (to) APPROVE.) Mike Groomer 6140 CITY COUNCIL Originating Department Head: MAY 2 2000 A.Douglas Rademaker 6157 (from) .;•, C115 541200 020115040595 $227,996.81 Additional Information Contact: C115 541200 020115040596 $235,718.45 CftT Secr�an oC the C115 541200 020115040597 $150,710.21 CiUTotFortR►orth,?eou A.Douglas Rademaker 6157 C115 541200 020115040598 $ 62,337.74 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION It ADDENDUM NO. 1 It 1998 CIP VARIOUS LOCATIONS CONTRACT 2000A UNIT I PROJECT NOS.PW53-060530175860,PS 58-070580175050 UNIT II PROJECT NOS.C 115-020115040597,C 115-020115040598, C 115-020115040595,C 115-020115040596 DOE NOS.2263,2264,2284,2256,2009,2249,2247 RELEASE DATE: February 10,2000 BIDS RECEIVED: February 17,2000 INFORMATION TO BIDDERS: , The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: UNIT I 1. In the PLANS,for SEWER IMPROVEMENTS IN EDGEWOOD TERRACE(DOE#2247),sheets 5 of 6 and 6 of 6, revise sewer lateral L-3325 to read"EXISTING 6"&PROPOSED 6"SANITARY SEWER". In the same sheets revise the profile for lateral L-3325 to read as follows,"466 L.F. of 6", S. S."and"20 L.F. of 6"D.I.P.". 2. In the PROPOSAL for UNIT IB, SANITARY SEWER REPLACEMENTS,revise pay item#2 to read: 2. 1094 L.F. 8-Inch Sanitary Sewer Pipe*, 0 Ft.-6 Vit.Trench Depth, D-24;Per Linear Foot: Dollars& Cents. $ $ 3. In the PROPOSAL for UNIT IB, SANITARY SEWER REPLACEMENTS,revise pay item#7 to read: 7. 140 L.F. 6-Inch Ductile Iron Pipe, 0 Ft:6 Ft.Trench Depth, D-9;Per Linear Foot: Dollars& Cents $ $ Page 2 ADDENDUM NO. 1 1998 CIP VARIOUS LOCATIONS CONTRACT 2000A 4. In the PROPOSAL for UNIT 113, SANITARY SEWER REPLACEMENTS,revise pay item#9 to read: 9. 80 L.F. 8-Inch Ductile Iron Pipe, 0 Ft.-6 Ft.Trench Depth, D-9;Per Linear Foot: Dollars& Cents $ $ 5. In the PROPOSAL for UNIT 113, SANITARY SEWER REPLACEMENTS,add pay item#31 to read: 31. 466 L.F. 6-Inch Sanitary Sewer Pipe*, 'I ; 0 Ft.-6 Ft.Trench Depth, D-24; Per Linear Foot: Dollars& Cents $ $ 6. Delete existing sheet for UNIT 1B SEWER REPLACEMENTS- SUMMARY OF QUANTITIES. Add revised sheet for UNIT 1B SEWER REPLACEMENTS-SUMMARY OF QUANTITIES. UNIT H 7. In the SPECIAL PROVISIONS(TRANSPORTATION/PUBLIC WORKS)for PAY ITEM Unit II Alternate No. 1-No.23 &PAY ITEM Unit II Alternate No. 1-No.25- 8"PULVERIZATION&3" HMAC PAVEMENT TYPE"D"MIX,add the following: The overall thickness of asphaltic'concrete pavement must be a minimum of the plan thickness. Deficient areas found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 8.In the SPECIAL PROVISIONS(TRANSPORTATIONIPUBLIC WORKS)for PAY ITEM Unit II Alternate No.2-No.27—5"H.M.A.C.PAVEMENT,revise to read as follows: The base course shall be a 3"deep Type•B"course placed in one lift. The surface course shall be a 2"deep Type"D"course placed in one lift. All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: I) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer.The thickness of individual cores will be determined by averaging at least three(3) measurements. If the core measurements indicate a deficiency,the length of the area of ADDENDUM NO. 1 Page 3 1998 CIP VARIOUS LOCATIONS CONTRACT 2000A such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than '/z of the roadway width. 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement mu§} be a rhinir, 'mum of the plan thickness. Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. UNITS I & II 8.Delete existing form for CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 for Unit 1 and Unit II. Add form for CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 2000. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: V ✓� A.DOUGLAS RADEMAKER,P.E. DIRECTOR,DEPARTMENT OF ENGINEERING By: ji . Joiring,P.E. Ma ger,Engineerin ervices O m a c � m C c« « m $ N J LL C m Q 'CIO, J $ Q crs `� � vQi � a {i c N ` C c c E ; LL W � � ►- F- E m m LL 3 � tiLLli11u, t « p E E W p o �u m $ N Ln �+ c c J Z N aomao I � l mp "v ca W o c mm umi E l m F ; LLLLLLU- 0o � � aQov m m m °' o E co � `o sLL � � ._ c IL t0 O t0 CO trs �c Cl C ��pp a o m m $ m o _m a p LL r • •'• • • C C C O L W C C U O V C • o � HtN � m WP „ m En •. ul CL aaa ~ ~ ~ 'QWmu � � 888 � � �WIN.,' o � a -a FL NNNNNNaa •a �'ELm0cN m � mmyV C-4 N Em m «W yW A C C CIO p m 'C W N I ~ m > O L m 'c Q Q E I p W off . NN,N c E c mU (ALi ° H � t c W - - —�an d U «• W O U eq c W W W W W N m o N N N N N c _ _ ¢t o oo � � 7yj � � � � c c 'c � m W � E FS � oU fTCorn H2o 0•odo �b �o .- ,oW � N � s � v `voc� �UU � Uc� c� � �, CL L- Z LLLLLL LL LL LL LLa4 U- 'L LL 1- LLLLLLLLLL J .J ,..1 _J J J J J J J W 16 W W W u1 J J J U U U J J M J J J J .J M er Nr)1010 0 O m O Yf O � O N M M 0 0) if O O es�� O O W) Oo N M O M a0 O N N O! CO r h Ln�toO N u'1 @7 tL" r- Go d O V M O O yN N N 117 to N O O O y0y• N i O N co cn N W Y M r O1 N r W v W Y b C W k 4 O � Q MIMNN MOO 10 N Nao C, N M M M t0 N r 1� •o r O O O I�Wi N N N co co LO 0 M V1 � � a7 M � 1( r N � 0 0 N Y N � N M 1f) N n N 3 W C 60 _ N h N M to O 1(f C07 0 co rl- O N t^O m O z a Y •Z N U, A i •0 O V1 1� I C4 M O O N a x Y'1 �f^ dj !- O O4 O NN M V IN CI 1`I 00 QI O Q �•• IN N N 04 N PI NiN N M M CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLAATE 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 f ;R p $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel(< 1 1/2 CY) $10.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel(> 11/2 CY) $11.52 Front End Loader(21/2 CY&less) $9.94 Front End Loader(over 2 1/2 CY) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator(Fine Grade) $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 �. m SPECIFICATIONS AND CONTRACT DOCUMENTS 1998 CIP VARIOUS LOCATIONS CONTRACT 2000A UNIT I: WATER AND SEWER REPLACEMENTS IN PW53-060530175860 PS58-070580175050 HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 HALE FROM 31ST TO DIAMOND DOE#2256 NW 31ST FROM KEARNY TO LONG DOE#2009 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 UNIT II: PAVING IMPROVEMENTS HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 K-1545 C115-020115040597 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE 112264 K-1546 C115-020115040597 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 K-757 C115-020115040598 HALE FROM 31ST TO DIAMOND DOE#2256 K-1571 C115-020115040595 NW 31ST FROM KEARNY TO LONG DOE#2009 K-1537 C115-020115040595 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 K-1539 C115-020115040596 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 K-1540 C115-020115040596 IN THE CITY OF FORT WORTH,TEXAS 2000 KENNETH L. BARR BOB TERRELL MAYOR CITY MANAGER LEE C. BRADLEY, P.E.-DIRECTOR FORT WORTH WATER DEPARTMENT HUGO A. MALANGA, P.E. -DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. - DIRECTOR DEPARTMENT OF ENGINEERING TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders(Water Department) 3. Proposal Unit I: Water and Sanitary Sewer Replacements 4. Minority and Women Business Enterprises Specifications-Unit I 5. General Conditions(Water Department) 6. Special Conditions(Water Department) 7. Technical Specifications 8. Material Specifications 9. Certificate of Insurance 10. Contractor Compliance With Worker's Compensation Law 11. Performance Bond 12. Payment Bond 13. Maintenance Bond 14. Contract 15. Special Instructions to Bidders(Transportation/Public Works Department) 16. Proposal Unit II:Paving Improvements 17. Minority and Women Business Enterprises Specifications-Unit II 18. Special Provisions—(Transportation/Public Works)Unit II 19. Certificate of Insurance 20. Contractor Compliance With Worker's Compensation Law 21. Equipment Schedule(Unit II) 22. Experience Record(Unit II) 23. Performance Bond 24. Payment Bond 25. Maintenance Bond(Unit I) 26. Contract NOTICE TO BIDDERS Sealed proposals for the following: FOR: UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN: HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 HALE FROM 31 ST TO DIAMOND DOE#2256 [NW3 1 T FROM KEARNY TO LONG DOE#2009 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 PW53-060530175860 PS58-070580175050 UNIT II: PAVING IMPROVEMENTS HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 K-1545 C115-020115040597 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 K-1546 C115-020115040597 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 K-757 C115-020115040598 HALE FROM 31 T TO DIAMOND DOE#2256 K-1571 C 115-020115040595 NW 31 T FROM KEARNY TO LONG DOE#2009 K-1537 C115-020115040595 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 K-1539 C115-020115040596 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 K-1540 C115-020115040596 Addressed to Mr. Bob Terrell,City Manager of the City of Fort Worth,Texas will be received at the Purchasing Office until 1:30 PM,Thursday,February 17,2000 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas. One set of documents will be provided to prospective bidders for a deposit of$50.00;such deposit will be refunded if the document is returned in good condition within(10)days after bids are opened. Additional sets may be purchased on a nonrefundable basis for fifty dollars($50.00)per set. These documents contain additional information for prospective bidders. Bid security is required in accordance with the Special Instruction to Bidders. Submission of Bids: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder.If the Contractor only submits a bid on one proposal and is the lowest proposed price total,the Contractor will be the apparent successful bidder for this individual proposal. However, it should be noted that Unit II Alternates No. 1 &No.2 are considered to be alternatives to the same proposal.In order to be considered the apparent successful bidder for p. the paving improvements,the Contractor is required to submit bids(including separate M/WBE information)for both Alternates. Unit I consists of the water and/or sewer line replacements. Unit II Alternates No. 1 &No.2 consist of the street and/or storm drain improvements. I Pre-qualification Requirements for Water Department Work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre- 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 the"Special Instructions to Bidders (Water Department)". Bidders shall, if applicable, identify on the last page of the proposal section,the pre-qualified sub- A contractor who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine(49)days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("Documentation")as appropriate is received by the City. The award of contract, if made,will be within forty-nine(49)days after this documentation is received,but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at 817-871- 7910. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary 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 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. For additional informaticn, contact Richard Argomaniz at(817)871-8653. BOB TERRELL GLORIA PEARSON CITY MANAGER CITY SECRETARY A.Douglas Rademaker,P.E. Director,Department of Engineering By John Firing, P.E. Manager,Engineering Services Advertising Dates: January 20,2000 January 27,2000 SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION/PUBLIC WORKS DEPARTMENT) 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five(58/6)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 cc,itract 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 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 will be 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. r If the contract amount is in excess of$25,000 a Payment Bond shall be executed, in the amount of the contract,solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of$100,000,a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications,and contract documents. Said bond shall solely be for the protection of the City of fort Worth. 3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1,Item 8,paragraph 8.6,of the"General Provisions"of the Standard Specifications for Construction of the City of Fort Worth, Texas,concerning liquidated damages for late completion of projects. ~' 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT:All bidders will be required to comply with City Ordinance No.7278 as amended by City Ordinance No.7400(Fort Worth City Code Section 13-A-21 through 13-a-29)prohibiting discrimination in employment practices. 6. WAGE RATES:All bidders will be required to comply with provision 5159a of"Vernons 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 tbrth 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 Licensing Agency. 8. INSURANCE: Within ten(10)days of receipt of notice of award of contract,the Contractor must provide,along with executed contract documents and appropriate bonds,proof of insurance for Worker's Compensation and Comprehensive General Liability(Bodily Injury-$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. NONRESIDENT BIDDERS:Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder"means a bidder whose principal place of business is in this state,and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. 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, as amended by Ordinance 13471,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 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 'r delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request,Contractor agrees to provide to owner complete and accurate information regarding actual work performed by 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 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 initiation action under appropriate federal,state or local laws or ordinances relating to false statement;further,any such misrepresentation(other than a negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three(3)years. 11. AWARD OF CONTRACT:Contract may not necessarily be awarded to the lowest bidder of either Unit II Alternate No. 1 or Alternate No.2. The Engineer will evaluate the bids on Unit II Alternates No. 1 &No.2,and select the bid that is in the best interest of the City of Fort Worth. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine(49)days from the date the M/WBE UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation")as appropriate is received by the City. The award of contract,if made,will be within forty-nine(49)days after this documentation is received,but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 12. PAYMENT:The Contractor will receive full payment(minus 5%retainage)from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project as a whole and not for individual locations. 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 so not acknowledge all applicable addenda may be rejected as non- responsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation Insurance Coverage a.Definitions: Certain of coverage("certificate").A copy of a certificate of insurance,a certificate of authority to self-insure issued by the commission,or a coverage agreement(TWCC-81, TWCC-82,TWCC-83,or TWCC-84),showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project,for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor'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,without limitation, independent contractors,subcontractors,leasing companies,motor carriers,owner-operators, po employees of any such entity,or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation,or toner services related to a project."Services"does not include activities unrelated to the project,such as food/beverage vendors,office supply deliveries,and delivery of portable toilets. b. The contractor shall provided coverage,based on proper reporting of classification codes and payroll amounts and tiling of any coverage agreements,which meets the statutory requirements of Texas Labor Code,Section 401.011 (44)or all employees of the contractor providing services on the project,for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the contractor must,prior to the end of the coverage period,file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: (1) a certificate of coverage,prior to that person beginning work on the project,so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project;and (2) no later than seven days after receipt by the contractor,a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall Post on each project site a notice,in the text,form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered,and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (1) provide coverage,based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas labor Code,Section 401.011 (44)for all of its employees providing services on the project,for the duration of the project; (2) provide to the contractor,prior to that person beginning work on the project,a certificate of coverage showing that coverage is being provided for all employees of the person providing services on 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 certificaic'of coverage ends during the duration of the project; (4) outai7 frou.each ot?:c,r person with whom it contracts,and provide to the contractor: (a) a certificate of coverage,prior to the other person beginning work on the project;and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period,if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery, within ten(10)days after the person knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project;and (7) contractually require each person with whom it contracts,to perform as required by paragraphs(1)-(7),with the certificates of coverage to be provided to the person for whom they are providing services. .. j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative,criminal,civil penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered,and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type,and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker' compensation insurance.This includes persons providing,hauling or delivering equipment or:materials,or providing labor or transportation or other service related to the project,regardless of the identity of t'he r employer or status as an employee". Call the Texas Worker's Compensation Commission at 512440-3789 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". 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. TRUCK DRIVER-SINGLE AXLE LIGHT 8.965 TRUCK DRIVER-SINGLE AXLE HEAVY 9.02 TRUCK DRIVER-TANDEM AXLE SEMI TRAILER 8.77 TRUCK DRIVER-LOWBOY/FLOAT 10.44 TRUCK DRIVER-TRANSIT MIX 9.47 TRUCK DRIVER-WINCH 9.00 VIBRATOR OPERATOR-HAND TYPE 7.32 ' WELDER 11.57 r ATTACHMENT 1A City of Fort Worth Page 1 of 2 Minority and Women Business Enterprise c4fications INEERlNC/CFW MBE/WBE UTILIZATI6w J.L.`3�c{-�c�A►r�Co►ysT'. Iuc, - Ey 47 PRIME COMPANY AME BID DATE. Id %9gA caNTRArr a00d A PW S3-C)LKIS 1-7' 8 cav PROJECT NAME PROJECT NUMBER j Ci1Y's WWBE PROJECT GOAL: WWBE PERCENTAGE ACHIEVED: 1-7 CFO Li 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 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 schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered 4 non-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(*) V OC m CL f X fn F- Z ~S � Ci©Cs �'�tl^4� _ ✓ µl_CZ-S 84300. RM ^Pc�.`3 ox 1�5c31 _ -7 cz�t,ct�c. t'MC Q� To\>--Ica V AKS _ a%-7- -QA 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: 7 A complete listing of items to be supplied is required in order to receive credit toward the MNVBE goal. (")Identify each Tier level. Tier:Means the level of subcontracting below the prime contractor/consultant,i.e.,a direct payment from the prime contractor to a subcontractor is considered 1"tier,a payment by a subcontractor to its supplier is considered 2nd tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m.,FIVE(5) CITY BUSINESS DAYS AFTER BID _ - OPENING,EXCLUSIVE OF THE BID OPENING DATE Rev.6/2/98 idATTACHMENT 1A City of Fort Worth , Page 2 of 2 hd Minority and Women Business Enterprise Specifications ,-n 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(*) 2 V N F- 9M Z C,UL IN G.. Q� �Vki - u SAL 7� �• The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding 9 actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. hjThe 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 by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or 'm 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. ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD Jr sG. kAL) ,Authorized Signature Printed Signature IR?E S(iJst'LT Title C ct Name and Title(if different) 3.LZez-mNt4\C6NL:sr J I Company Name Telephone Number(s) iy(Z�7 AAAK-21- CW 4q F::� . Rv7--Q)&A-3©4A Address Fax Number uKiGT i-.-T T. 71.6 1 . al.2Q - City/State0p Code Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m.,FIVE(5)CITY BUSINESS DAYS AFTER BID OPENING,EXCLUSIVE OF THE BID OPENING DATE if Rev.6/2198 own— �t- . CHMENVC Page t City of Fort Worth Minority and Women Business Enterprise GOOD FAITH EFFORT ; v 4- �.�6ArwCaKsr. INC . - ► Prime Company Name Bid Date Project Name Project Number If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if *'* (jour M/WBE par+k4cipatks is less than the Guy's prcect goal,lou mks complete this form. yIf 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, / thru 6 below, is shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing ve 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 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 MfWBE or non-M/WBE. (Use additional sheets,if necessary) List of: Subcontracting Opportunities List of: Supplier Opportunities id SYL. Id ATTACHMENTIC Page 2 of 3 2.) Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered In ' compliance,if it is not more than 3 months old from the date of bid opening. V Yes Date of Listing l _/ / 2B . 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? I/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? Yes If yes, attach list to include name of M/WBE firm, ep rson contacted, No phone number and date and time of contact. 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 IVIMBE 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 IVIMBEs or information regarding the location of ) Y P P P P 9 9 plans and specifications in order to assist the M/WBEs? V Yes No 6.) If MfWBE 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 R`ej`ection ATQZ-p t co�r aoS a S k.T'C"-&VL=AC----z �sRPs Taw L,39M w. w til �_ 1 u- Rwuv `S r�,fit-►-j ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. i t .• ATTACHMENT 1C Page 3 of 3 �i�.v.. /�� W�'rl \itSl" \d C. m�AC�C�t�1 cTdt�S !Wr lrQ�t id m d 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 idcontract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for idterminating 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 City's M/WBE Office. .�At��S C �uMPN4t� Authorized Signature Printed Signature Title CorAdct Name and Title(if different) 3.I.BE23:2 ops r.�kc . iat7-2 W--`a9�1 Company Name Telephone Number(s) a 1-7- 9W-3Q44 Address Fax Number City/State/Zip Date PROPOSAL This proposal must not be removed from this book of Contract Documents. TO:Bob Terrell Fort Worth,Texas City Manager Fort Worth,Texas FOR: UNIT II: PAVING IMPROVEMENTS HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 K-1545 C115-020115040597 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 K-1546 C115-020115040597 j SHAW FROM HEMPHILL TO DEAD-END DOE#2284 K-757 C115-020115040598 HALE FROM 31ST TO DIAMOND DOE#2256 K-1571 C 115-020115040595 NW 31ST FROM KEARNY TO LONG DOE#2009 K-1537 C115-020115040595 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 K-1539 C115-020115040596 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 K-1540 C115-020115040596 Pursuant to the foregoing Notice to Bidders',the undersigned Bidder,having thoroughly examined the Contract Documents,including plans,special contract documents,the Standard Specifications for Street and Storm Drain Construction-City of Fort Worth,and Standard Specifications for Public Works Construction-North Central Texas the site of the project and understanding the amount of work to be done,and the prevailing conditions, hereby proposes to do all the work,furnish all labor,equipment and material except as specified to be furnished by the City,which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth,Texas;and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond,and such other bonds,if any,as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: UNIT II: PAVING IMPROVEMENTS ALTERNATE L° SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL ITEM ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 1 LS. UTILITY ADJUSTMENT THIRTY-SEVEN THOUSAND Dollars& NO Cents Per LS., $37,000.00 $37,000.00 S.P. 2. 14 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED Dollars& NO Cents Per EA. $300.00 $4,200.00 104 3. 9493 LF. REMOVE EXIST.CURB&GUTTER N Dollars& 7 h i*_r�- EyUI Cents Per LF. $ 3� $ 13045. 104 4. 885 SF. REMOVE EXIST.CONCRETE VALLEY. N10 Dollars& (03 51s .SrxN- mzz Cents Per SF. $ C).— $ SO 104 5. 7420 SF. REMOVE EXIST.CONCRETE SIDEWALK, LEADWALK AND/OR WHEELCHAIR } RAMPS _]yO Dollars& $ (o3 $ 4G74 6 0 Cents Per SF. 6. 30 SF. REMOVE&REPLACE BRICK LEAD WALK -T-94 Dollars& >F N Cents Per SF. $ I Q So $ 3t 5; 00 7. 1 LS REMOVE&REPLACE FENCE&GATE �W�! -d�1E Wtt�lOQ.t`D ��ollazs& Cents Per LS. $ Z l JD=o $ zjc 2o 104 8. 15083 SF. TOVE EXIST.CONCRETE DWY. Dollars& 63 �tSQZ.zy Syj lj 1 R.ee Cents Per SF. $ 0. $ 106 9. 3489 CY. UNCLASSIFIED STREET EXCAVATION S.P. -Ti-t4 Dollars& JJo Cents Per CY. $ (Q• oc $ 452 10. 4 EA. REM VE EXIST. 10' INLET rJAVzp Nj "7iDollars& SC-) CIOo Y40 Cents Per EA. $ 7q o $ 3 b�— 452 11. 30 LF. REMOVE 21"R.C.P. �14tf E Dollars& O �;a Cents Per LF. $ F $ Z.S!E� oo 440 12. 8 LF. RE OVE 24"R.C.P. )A IE Dollars& o Cents Per LF. $ `7 00 $ 7Z o0 440 13. 30 LF. 21"R.C.P.PIRECT TRAFFIC RATING) <_I G t}i VE Dollars& o Cents Per LF. $ 8S oQ $ ZSR oQ 440 14. 8 LF. PROP.24"CL.III R.C.P. F 4 W^q• Sive Dollars& "o Cents Per LF. $ $ 444 15. 4 EA. ROP.STD. 10' INL T ,��fars D V,r rtEXN' u1C.0 T�kae�E 'IIo & a Cents Per EA $ Soo $90( IWO S.P. 16. 40 LF. TRENCH SAFETY 525 —TW o Dollars& 1 p 40 LC-Qe/J Cents Per LF. $ Z• -' $ 402 17. 45 CY. TRENCH EXCAVATION&BACKFILL SX Dollars& F Cents Per CY. $ � 50 $ ZC1 Z•SO 502 18. 12875 LF. PR)P.7"CURB& 18"GUTTER S.P. Dollars& L I wn Cents Per LF. $ 95— $ 'Z77ZO 00 504 19. 1275 SF. PROP.STD.7"VALLEY GUTTER �-Oti.fL Dollars& 619.TS=A1 Cents Per SF. $ 4 $ 504 20. 10823 SF. PROP. STD.4"REINFORCED CONCRETE SIDEWALK,LEADWALK AND/OR WHEELCHAIR RAMPS crcJo Dollars& S 1 '13 ►F�r ^c]+�1� Cents Per SF. $ Z —' $ 516 21. 30 SF. PROP.CONRETE STEPS 1—Wuu'M Dollars& ,J=nj Cents Per SF. $ z So $ �0 i s ao 504 22. 17223 SF. PROP.STD.6"REINFORCED CONCRETE DWY. 1RcE Dollars& SKVE7.1 i�/ Cents Per SF. $ 3•�� $ ro�25 r� 210 23. 16128 SY. 6"LIME STABILIZED SUBGRADE @ 28#/S.Y. 0097 Dollars& A)r-i�j-:7w o Cents Per SY. 24. 7977 SY. 6"CEMENT STABILIZED SUBGRADE @ 28#/S.Y. OF11E Dollars& gz INt--F\,-1 Wo Cents Per SY. $ ._ $ 212 25. 227 Ton IME Ni 0E F4-So)( Dollars& Cents Per Ton $ —I $0 $ 26. 119 Ton C NT _ '1 Dollars& Cents Per Ton $ I OZ. 0-0 $ 312 27. 20529 SY. 5"H.M.A.C.PAVEMENT S.P. Dollars& Cents Per SY. $ I SS $ 312 28. 47 TON �6"H.M.A.C.TRANSITION _16, Dollars& 11v Cents Per TON. $ o o $ 045 � o 0 S.P. 29. 500 LF. 6"PIPE SUBDRAIN r 500 ( cl Dollars& SE\1.1� Cents Per LF. $ t,may $ -437.S-. oo ap S.P. 30. 900 CY. TOP SOIL 116 NINE Dollars& NO Cents Per CY. $9.00 $8,100.00 S.P. 31. 22 EA. ADJUST WATER VALVE BOX TWO HUNDRED Dollars& NO Cents Per EA. $200.00 $4,400.00 S.P. 32. 25 EA. MANHOLE ADJUSTMENT THREE HUNDRED FIFTY_Dollars& NO Cents Per EA. $350.00 $8,750.00 S.P. 33. 105 EA. ADJUST WATER METER BOX THIRTY FIVE Dollars& E NO Cents Per EA. $35.00 $3,675.00 206 34. 12 CY GRAVEL TRANSITION W".T►�- yc Dollars& �3 c q ��GcET f r 1 ttllzcc Cents Per CY I $ 30 l• " TOTAL AMOUNT IIID-UNIT II-ALTERNATE NO. 2 $ 6767(o3. z I I SUMMARY OF BIDS: TOTAL AMOUNT BID-UNIT II-ALTERNATE NO. 1 $ TOTAL AMOUNT BID-UNIT II-ALTERNATE NO. 2 $ 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 the Contract. The attached bid security in the amount of 5%is to become the property of the City of Fort Worth,Texas,in the event the contract and bond or bonds are not executed and delivered within the time above set forth,as liquidated damages for the delay and additional work caused thereby. The undersigned bidder further certifies that he has been furnished at least one set of the`Standard Specifications for Street and Storm Drain Construction-City of Fort Worth',and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than thu"Prevailing Wage Rates"as established by the City of Fort Worth,Texas. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors,or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No.7278 as amended by City Ordinance No.7400. The Bidder agrees to begin construction within 14 working days after issue of the work order for each section, and to complete each section of this contract within the allotted time as detailed in the Special provisionS after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below,as applicable:) A.The principal place of business of our company is in the State of Nonresident bidders in the State of ,our principal place of business,are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of ,our principal place of business,are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 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 on preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No.3(Initials) Addendum No.2(Initials) Addendum No.4(Initials) Respectfully submitted, J.L.BERTRAM CONSTRUCTION &ENGINEERING, INC. b Title 11.65. 1 -aa4 Address '^^'HARRiSON AVE. ARLINGTON,TEXAS 76011 Telephone: (Seal) Date:_ + /7 0 V Ma 40 Eft VA MR ON an VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that,in order to be awarded a contract as low bidder,nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction,improvements,supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in __(give State),our principal place of business,are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State),our principal place of business,are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. Lal BIDDER: CONSTRUCTION&ENGINEERING,INCBy: (Please print) 1007 HARRISON AVE. Signature: ARLINGTON,TEXAS 76011 Title: City State Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION SPECIAL PROVISIONS(TRANSPORTATION/PUBLIC WORKS) FOR: UNIT II: PAVING IMPROVEMENTS HILLVIEW FROM MANSFIELD TO GLEN GARDEN DOE#2263 K-1545 C115-020115040597 NORTHGLEN FROM BLACKWELL TO MANSFIELD DOE#2264 K-1546 C115-020115040597 SHAW FROM HEMPHILL TO DEAD-END DOE#2284 K-757 C115-020115040598 HALE FROM 31ST TO DIAMOND DOE#2256 K-1571 C115-020115040595 NW 31 T FROM KEARNEY TO LONG DOE#2009 K-1537 C115-020115040595 ALEXANDER FROM FARRELL TO STALCUP DOE#2249 K-1539 C115-020115040596 EDGEWOOD FROM CHAPMAN TO RAMEY DOE#2247 K-1540 C115-020115040596 1. SCOPE OF WORK: The work covered by these plans and specifications consist of Unit II Alternate No. 1: 3"H.M.A.C.pavement over 8"cement stabilized pulverized subgrade or Unit II Alternate No.2:5" H.M.A.C.pavement over 6"lime stabilized subgrade and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work. This contract shall be consist of three water/sewer sections and three paving sections. Section will be Hillview,Northglen,and Shaw. Section 11 will be Hale and NW 31st.Section III will be Alexander and Edgewood.. The paving improvements for each section will not proceed until the water and sanitary sewer replacements have been completed in each of these sections. 2. AWARDING OF CONTRACT:Contract may not necessarily be awarded to the lowest bidder of either Unit II Alternate No. for Alternate No.2. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. 3. WORK ORDER ISSUANCE:All utilities and right-of-way easements are expected to be clear and easements and/or permits obtained on this project within sixty(60)days of advertisement of this project. The work order for subject project will not be issued until all utilities,right-of-ways, easements and/or permits are cleared or obtained.The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. In addition,specific to this contract,the Contractor will not be issued work orders until the water and sanitary sewer replacbments in each section have been completed and accepted. Upon acceptance of utility work,the Contractor will be issued work orders for each section and will have fourteen(14) working days to begin work. When the work order is issued,the Contractor will be considered to be -� in control of this section of the work. It should be noted that the work should progress from Section 1, to Section 11 then Section 111. In order to aid the Contractor in preparing his bid,an estimated schedule for the water,sanitary sewer,and paving replacements for each section has been included at the end of the special provisions section.A breakdown of the paving bid items has also been included. The schedule and quantity breakdown are for informational purposes only. However,the Contractor should understand that adverse weather and unforeseen circumstances can affect these estimated dates and shall not hold the City of Fort Worth responsible for any delays in issuing the work orders for this Contract. Therefore, the paving contractor will be required to attend the pre-construction conference for the water and sewer project and will be provided with a more accurate schedule at that time.Paving Contractor should be aware that contract time may be required to run concurrently on more than one section. 4. WORKING DAYS:The Contractor agrees to complete the Contract within the allotted number of working days. Time will be charged on each section as noted in the schedule included at the end of the Special Pi ovisions section. Liquidated damages will be based on the aggregate value of each section,not on the total contract value. 5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of work to be done or materials to be furnished under any major pay item of the contract is more than 125%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 work above 125%of the quantity stated in the contract. When the quantity of the 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 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 wili 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 expenses;and a ratable portion of premiums on performance and payment Q bonds,public liability,Workers Compensation and all other insurance required by law 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 with the actual field cost as herein specified upon request,the Contractor shall provide the Director of Engineering access to all accounts,bills and vouchers relating thereto. 6. RIGHT TO ABANDON:The City reserves the right to abandon,without obligation to the Contractor,any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 7. CONSTRUCTION SPECIFICATIONS:This contract and project are governed by the two following published specifications,except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street,2nd Floor,Municipal Building,Fort Worth,Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown,then applicable published specifications in either of these documents may be followed at the discretion of the dkq NM Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 8. CONTRACT DOCUMENTS:Bidders shall not separate,detach or remove any portion,segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as"nonresponsive"and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 9. MAINTENANCE STATEMENT: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 this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 10. CONSTRUCTION STAKING:Construction stakes for line and grade will be provided by the City as outlined on page 17,Standard Specifications for Construction,City of Fort Worth. 11. TRAFFIC CONTROL: 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 for Streets and Highways"issued under the authority of the"State of Texas Uniform Act Regulating Traffic on Highways,"codified as Article 6701d Vernon's Civil Statues,pertinent sections being Section Nos.27,29,30 and 31. .� 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,Traffic Services 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 the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications,the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 12. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work,except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material,-if any,which is to he furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval;and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work,then such delay will entitle the Contractor to an equivalent extension of time,his application for which shall,however,be subject to the approval of the City Council;and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 13. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. Barricades,warning and detour signs shall conform to the Standard Specifications"Barriers and Warning and/or Detour Signs,"Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic Control Devices,Vol.No. I." 14. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material,the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator("Administrator"),of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the 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 r expenses associated with obtaining the fill perrlit,including any necessary engineering studies,shall be at the contractors expense. ;:i the event that the-.ontractor disposes of spoil/fill materials a�a site without a fill permit or a letter from the administrator approving the disposal site,upon notification by the Director of Engineering,contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 15. ZONING REQUIREMENTS:During the construction of this project,the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 16. QUALITY CONTROL TESTING: (a) The contractor shall furnish,at its own expense,certifications by a private laboratory for all materials proposed to be used on the project,including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix sN4!be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate,cement and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City.The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system(if required)for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise . directed by the Engineer. 18. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels,drilling rigs,pile drivers,hoisting equipment or similar apparatus. The warning sign shall read as follows: �. "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de- energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. (d) The contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph(c). 19. WATER DEPARTMENT PRE-QUALIFICATIONS: Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the c»rrent Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 20. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall,under the expiration of three(3)years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further,that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection(c) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: I. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter. (d) "Contractor agrees that the City shall, until the expiration of three(3)years after final payment under this contract have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract and further,that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." CONSTRUCTION NON-PAY ITEM No. 1 -CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. �. NON-PAY ITEM No.2-SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However,no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No.3-PROTECTION OF TREES,PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns,yards,shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance,the contractor must obtain a permit from the City Forester before any work(trimming,removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM No.4-CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension,or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer,shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen,sifter,sieve,or other means in order to provide for a uniform color distribution. NON-PAY ITEM No.5-SILICONE JOINT SEALING FOR WHEELCHAIR RAMP JOINTS: CITY OF FORT WORTH,TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1,October 18, 1989) (Revision 2,May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2.(11)"Joint Sealing Materials"of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH,and Item 2.210"Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH TEXAS COUNCIL OF GOVERNMENTS. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant,the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated,documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation,Midland,MI 48686-0994,or an approved equal. Self-Leveling Silicone Joint Sealant Test Method Test Requirement " AS SUPPLIED **** Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 **** Skin-Over Time, minutes max. 60 **** Cure Time, days 14 to 21 ***" Full Adhesion, days 14 to 21 AS CURED-AFTER 21 DAYS AT 25C(77F)AND 50% RH ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @+100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or _ reaction shall occur between them. Reference is made to the"Construction Detail"sheet for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement,the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail"sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the"dummy"joints,the initial 1/4 inch width"green"saw-cut and the"reservoir"saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting " pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7)days. Then the saw cuts for the joint sealant reservoir shall be made,the joint cleaned,and the joint sealant installed. During the application of the joint sealant,the weather shall not be inclement and the temperature shall be 40F(4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw:The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump:The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. r 5.4 Air Compressors:The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 5.5 Extrusion Pump:The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool:This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster:The&s;bn hal!be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument:These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 6. CONSTRUCTION METHODS 6.1 General:The joint reservoir saw cutting,cleaning,bond breaker installation,and joint sealant placement shall be performed in a continuous sequence of operations r 6.2 Sawing Joints:The joints shall be saw-cut to the width and depth as shown on the"Construction Detail'sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaning Joints: Immediately after sawing,the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent ^� joint contamination. When the Contractor elects to saw the joint by the dry method,flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air.(Paragraph Rev. 1, October 18, 1989) After complete drying,the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate,one directional passes.Upon the termination of the sandblasting,the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found,the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning,the bond breaker and sealant shall be placed in the joint. Open,cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.4 Joint Sealant:Upon placement of the bond breaker rod and tape,the joint R sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F(4C). Joints shall riot be sealed unless they are clean and dry. j Unsatisfactorily st,;!ed jcints shall be ref.*lied. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. "' The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints:A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also,the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT No separate payment will be made for Silicone Joint Sealant. This item will be considered subsidiary to the contract will include furnishing all materials and for all preparation,delivery, and application of those sealing materials and for all labor,equipment,tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. NON-PAY ITEM No.6—RECONNECTION OF EXISTING DRAINS: All drain lines that drain through the existing curb will be reconnected through the proposed curb. Any - relocations or adjustments required to the existing drain line to connect through the proposed curb will be considered subsidiary to this contract and no additional payment will be made. NON-PAY ITEM No.7—PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If,in the opinion of the Engineer it is necessary,clean-up shall be done on a daily basis. Clean up work shall include,but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents'property If the Engineer does not feel that the jobsite has been kept in an orderly condition,on the next estimate payment (and all subsequent payments until completed)of the appropriate bid item(s)will be reduced by 25%. Final cleanup work shall be done for this project is 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 3f the Engineer. NON-PAY ITEM No. 8—PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction,including project cleanup,and allow the contractor to complete the work in the allotted time.This schedule will also provide the Construction Manager with an estimated completion date of work to be performed under this Contract. Contractor will not move on to the jobsite nor x W will work begin until said schedule has been received and approval secured from the Construction Engineer. However,contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. PAY ITEM Unit II Alternates No. 1 &No.2-No. 1 -UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal;however,this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility r 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 Unit II Alternates No. 1 &No.2-No.2-PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of W fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM Unit II Alternate No. 1-No.9-UNCLASSIFIED STREET EXCAVATION: Contractor should be aware that this item will cover all excavations required including, but not limited to, 3" undercutting as described in attached recommendations, any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project,it is required that all parkways be excavated and shaped at the same time the roadway is excavated(if applicable.) Excess excavation will be disposed of at locations approved by the engineer. The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent,then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM Unit II Alternate No.2-No.9-UNCLASSIFIED STREET EXCAVATION: All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item-unless otherwise provided herein. During the construction of this project,it is required that all parkways be excavated and shaped at the same time the roadway is excavated(if applicable.) Excess excavation will be disposed of at locations approved by the engineer. — The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent,then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM Unit Il Alternates No. 1 &No.2-No. 13,&No.14— PROP 21"RCP,—PROP 24"RCP: Trench Safety for these items shall be as follows: Description: This item will consist of the basic requirements which the contractor must comply with in order to provide for the safety and health of workers in a trench. The contractor shall develop,design and implement the trench excavation safety protection system. The contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing"a safe place to work"for the workman. The trench excavation safety protection system shall be used for all trench excavations deeper than five(5)feet. h The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration,U.S. Department of Labor,shall be the minimum governing requirement of this item and is hereby made a part of this specification. The contractor shall,in addition,comply with all other applicable Federal,State and local rules, t regulations and ordinances. PAY ITEM Unit II Alternate No. I-No. 18—7"CURB& 18"GUTTER: All provisions of Standard Specification No.502`Concrete Curb&Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a) A minimum of 5"'or greater as required depth of flexbase material properly compacted under the proposed curb and gutter as shown in the construction details. b) Flexbase material to a depth of at least 8"and a width as required in the roadway adjacent to the proposed gutter where the existing pavement and subbase was removed to allow for the forms to be placed to pour the proposed curb and gutter. This is intended to replace the necessary material required for the pulverization process. c) If the Contractor fails to backfill either in front of the gutter or behind the curb within seven(7)calendar days of pouring the curb and gutter,the amount paid for the curb and gutter shall be reduced by 25%until the backfill operation is complete. PAY ITEM Unit II Alternate No.2-No. 18—7"CURB& 18"GUTTER: All provisions of Standard Specification No.502`Concrete Curb&Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: -' If the Contractor fails to backfill behind the curb within seven(7)calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25%until the backfill operation is complete. Measurement and Payment: All methods used for trench excavation safety protection shall be considered subsidiary to the cost of installing the pipe as shown on the plans. No separate payment will be made. PAY ITEM Unit II Alternate No. 1-No.23&PAY ITEM Unit II Alternate No. 1-No.25—8"PULVERIZATION &3"H.M.A.C.PAVEMENT TYPE"D"MIX: The construction sequencing for this project and specifically for this item is described by the following attached recommendations provided by Department of Engineering Construction Services Division. PAY ITEM Unit II Alternate No.2-No.27—5"H.M.A.C.PAVEMENT: All provisions of Standard Specification No.312 `Hut-Mix Asphaltic Concrete'shall apply except as modified herein: The base course shall be a 3"deep Type`B"course placed in one lift. The surface course shall be a 2"deep Type"D"course placed in one lift. PAY ITEM Unit II Alternates No. 1 &No.2-No.26&28-HMAC 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. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM Unit II Alternates No. 1 &No.2-No.27&29-6"PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. PAY ITEM Unit Il Alternates No. 1 &No.2-No.28&30-TOPSOIL: The proposed quantities are estimates only and intended for use in the parkway. This pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume(full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. PAY ITEM Unit II Alternates No. 1 &No.2-No.29&31-ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. Subsidiary to this item shall be the installation of a concrete collar per attached detail. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven(7)calendar days of beginning work on the water valve box. If the Contractor fails to complete the work within seven(7)calendar days,a$100.00 per y day liquidated damage will be assessed per water valve box per day. The unit price bid will be full nay_ment fir rz;awrials including all labor,equipment,tools and incidentals necessary to complete the work PAY ITEM Unit II Alternates No. 1 &No.2-No.30&32-MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No.450 shall apply except as — follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole _ sections as per current City Water Department Special Conditions. Subsidiary to this item will be the installation of a concrete collar per Water Department GCD Figure 121. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work — shall be completed and the street open to traffic within seven(7)calendar days of beginning work on the manhole. If the Contractor fails to complete the work within seven(7)calendar days,a$100.00 per day liquidated damage will be assessed per manhole per day. PAY ITEM Unit II Alternates No. 1 &No.2-No.31 &33-ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes which are within 0.V of specified parkway grade. _ The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM Unit II Alternates No. 1 &2—No.7—REMOVE AND RELOCATE EXISTING FENCE&GATE: This item shall include the removal and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by the Engineer. The Contractor shall exercise caution in removing and salvaging the materials so they may be used in reconstructing the fence. The reconstructed fence shall be equal in every way,or superior,to the fence removed. The Contractor shall be responsible for keeping livestock within the fenced areas during construction operations and while removing and relocating the fence,and for any damage or injury sustained by persons,livestock or property on account of any act or omission,neglect,or misconduct of his agents,employees,or subcontractors. The unit price per linear foot shown on the Proposai shall be full compensation for all materials, labor, equipment,tools,and incidentals necessary to complete work. PAY ITEM Unit II Alternates No. I &2—No.32&34—GRAVEL TRANSITION: This item shall include gravel transition for driveways as needed. 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O .•� N 1p a W .+ N til �f N V 1� 00 O. .a N N N N N N N N N N til til til CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 AIR TOOL OPERATOR $9.00 ASPHALT RAKER 9.55 ASPHALT SHOVELER 8.80 BATCHING PLANT WEIGHER 11.51 CARPENTER 10.30 CONCRETE FINISHER-PAVING 10.50 CONCRETE FINISHER-STRUCTURES 9.83 CONCRETE RUBBER 8.84 ELECTRICIAN 15.37 FLAGGER 7.55 FORM BUILDER-STRUCTURES 9.83 FORM LINER-PAVING&CURB 9.00 FORM SETTER-PAVING&CURB 9.24 FORM SETTER-STRUCTURES 9.09 LABORER-COMMON 7.32 LABORER-UTILITY 8.94 MECHANIC 12.68 OILER 10.17 SERVICER 9.41 PAINTER-STRUCTURES 11.00 PIPE LAYER 8.98 BLASTER 11.50 ASPHALT DISTRIBUTOR OPERATOR 10.29 ASPHALT PAVING MACHINE 10.30 BROOM OR SWEEPER OPERATOR 8.72 BULLDOZER 10.74 CONCRETE CURING MACHINE 9.25 CONCRETE FINISHING MACHINE 11.13 CONCRETE PAVING JOINT MACHINE 10.42 CONCRETE PAVING JOINT SEALER 9.00 CONCRETE PAVING SAW 10.39 CONCRETE PAVING SPREADER 10.50 SLIPFORM MACHINE OPERATOR 9.92 CRANE,CLAMSHELL,BACKHOE,DERRICK,DRAGLINE,SHOVEL 11.04 FOUNDATION DRILL OPERATOR CRAWLER MOUNTED 10.00 FOUNDATION DRILL OPERATOR TRUCK MOUNTED 11.83 FRONT END LOADER 9.96 MILLING MACHINE OPERATOR 8.62 MIXER 10.30 MOTOR GRADER OPERATOR FINE GRADE, 11.97 MOTOR GRADER OPERATOR 10.96 PAVEMENT MARKING MACHINE 7.32 ROLLER,STEEL WHEEL PLANT-MIX PAVEMENTS 9.06 ROLLER,STEEL WHEEL OTHER FLATWHEEL OR TAMPING 8.59 ROLLER,PNEUMATIC,SELF-PROPELLED SCRAPER 8.48 SCRAPER 9.63 TRACTOR-CRAWLER TYPE 10.58 TRACTOR-PNEUMATIC 9.15 TRAVELING MIXER 8.83 WAGON-DRILL,BORING MACHINE 12.00 REINFORCING STEEL SETTER-PAVING 13.21 REINFORCING STEEL SETTER-STRUCTURES 13.31 STEEL WORKER-STRUCTURAL 14.80 SPREADER BOX OPERATOR 10.00 WORK ZONE BARRICADE 7.32 TRUCK DRIVER-SINGLE AXLE LIGHT 8.965 TRUCK DRIVER-SINGLE AXLE HEAVY 9.02 TRUCK DRIVER-TANDEM AXLE SEMI TRAILER 8.77 TRUCK DRIVER-LOWBOY/FLOAT 10.44 TRUCK DRIVER-TRANSIT MIX 9.47 TRUCK DRIVER-WINCH 9.00 VIBRATOR OPERATOR-HAND TYPE 7.32 WELDER 11.57 S�1 :9 PROJECT DESIGNATION SIGN Ive • 1 V4- C *ty* of WordtV2- i 1/2- 9 11/4 5 Las 7 ! r l roJ'ect Title 4- IIR contractor: I _ contractors Name 4W ! - We, Scheduled Com letion Date 1 Year •I tCMC MN WKITE(BLUE NCKCRCX MO r/WHITC LLTTLRf) LEa I NOsCM Or FORT VORTH-DOOKMAN DEMO IM I PROJECT T E,CWMACTOR • DATt IN HELVETIC^ - I • I • A ISQUIRE rEET Or VALLCT GUTTER MCASURED f /ROM "CR-0/-CURS TO SACI[-O/-URS CIPANS ION JOINTS - TRAMSITI/OM AREA I � v TRANSITION AREA(WIDTH AS REQUIRED) OUMNT MATOUT TIER IND A JOINTS PLAN VIEW Not to See/0 IAn eared ao "Ore than rift depth *ad'&* /est the* JI'!e eopth will be rtpeired/a ol/B aide roller Orrtler4L The Cos/recto.,ON M ♦ePoired to lest toe pat/or Arilh Toter before the Job is ecceyted. ?,CONCRETE EXIST.N.M.At VALLEY WM'T • SASC GUTTER t•ILM.A.C. r.3 4 N•C-C TRANSITION , 1.0 NO.3i 144C-C �•'�• • 1 :1 r °46' r P'i •: t•KILA.C. TRANSITION T° (RAST.KMAt. t/2T S. ITEM MIOZ ►YM`( BASE CONCRETE SASE Crushed CONCRETE BASE - Limestone a'-o• RESIDENTIAL STREETS SECTION 'A —A' • Nor ro Sco/i rhe°71'riinforced concrete W&Vshollrep/ace the toxo7.bf lhs remeal�11h theremoinin Pa p portion of pore/nent Jo be constraclsd!oc%dJop sabprods freotmeol, In occordoncs ' w/lh lAe lypito/por/np secl/o�. rhe concrete r+o/Jil►.r///be poreraed occordiof to cily slondords for concram caro oad patlsl'. The concrete shall & of Noshed and screener apprepot• w/th a Twin. of flve(JJsocts of temeat per tabic yard •� 'Ofcancrets- with a minimum -compressive strength of 3,000 pounds per ' square inch in seven days. CONCRETE VALLEY DATA/LS MANHOLE WATER VALVE 1/Z W TYP 4.0' M H Z.0' WV #4 BARS TYP. �. .' �� �� a• �•LACED MIN MIN 3" BELOW SURFACE �e ' •:J:.' " TYP. PVMT .� PVMT BASE _ eBASE r GRADE RINGS AND 7 RAM NECK CONCRETE COLLAR HEIGHT VARIES 1. ALL CONCRETE USED SHALL BE 300 0 PSL Z. CONCRETE COLLAR SHALL EXTEND TO THE BOTTOM OF BASE (MIN.). 3. CONCRETE COLLAR SHALL BE: a) 4' x 4' for MANHOLE b) V x Z' for WATER VALVE. CONCRETE COLLAR for MANHOLE and WATER VALVE NTS February 1993 e ATTENTION CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58.59 & 60. ll,-. EELCl. lAlR I R A ."--.V.I P S STA .,\- DARD JDETAILS i 1 t L ' 1 CITY OF FORT VORTK TEXAS - C !4STRUCTION STANDARD OCTOBER. 1992 9 w IX oc qc� W= beY MMM V� W O >" ` 0- =may co • > - oc fat ..eWT bem U �►= r -Jul CL'O .0f5 <o �� qq S W 0 Z ` OJT �CX OW M ZA r %"W S 44 CL _ C3 Z LLJ -4c v, ., LLJ sl G4 M (h s� k CL d - qn%b N O W F Z r J �A� x o E U U F— W �Z., �' Qb vi Gqg�d Q J W % n t WocHSu o 3 � = Q C3 W J . _ ' U Z = F--f v� 1 CL co U •-• W . W EXISTING 15' R I I I SCALE i" 2 S' SIDEWALK RAMP NOTES 1) EXPANSION JOINT AND SILICONE SCS-M • I SMALL K VASIDIART TO UNIT PRICE IID FOt SIDCVAM . o yam n THE ACTUAL L90% Or REMOVAL W EXIST- PC Ct" AND GUTTER AHD SIDEVALIC'SHAL.L It BE AS DIRECTED DY THE ENGINECR IN TFC • _" ml. 3) mNoLtTF4C CURD OR n mco SLOPES KAY BE INSTALLED ON WTH SIDES; OF TFC RNP �•� VOM ON THE FIELD CONDITEON OR At MAECTCO DY TFC CNGDdEER• 4) CURD RAMPS VITH RETURNED CURT: MAY DE: USED YNERE PCDESTRSANS %UXI H17T ZAVVA roe tMiALLY VALK ACROSS THE RAW. 3) SLOPE Or CURI RAIU A1'DAR SIDEVALK 1 SHALLIDES r A KA SHALL O'HAVE FLARED SIDES Or RAW StiN.1. NAVE A F4AXI" SLOPE OF b1% UNLESS PEDESTRIANS COULD As leftcr,r, VALK ACROSS TIE RMP THEN THE KfkXD M • wSLOPE SHALL DE 142 n�Pw..Q � N301= ulcvo x ab cuu M : o• . . nmo fLAMM ee• � • 1 a • • • C= • e• ' •• •e•ee• • es •• •• . •• FUM 3rAM as aOKL x cmno • saw+c '��• '• As At•roo LGEND � ••'•;: " ; • - that o HW. 0" • • '• rAa"w.r ages IVIIEELCHAIR RAMP ��' s bate rat m+can ttvvcg r LAYDOWN C/G STANDARD PAY LIMIT • DETAIL CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD OCTOBER• 1992 It WR - 1 ASPHALT TIE-IN l i EXISTING 15' R SCALE 1" = 5' 1 SIDEWALK RAMP on= xUx=xMy i = w = rmuwvxx AFH Gurlvt #M sncvk lC sw" X Ai til mo n M OIGD@ tr nc r9c7.i 6" I , smaa+c As Pluzma yr ter. o. sultr roNmsnoc snc%v" CM VM' w JMXTs+c L i 1 ' vroom L �- pcmcotm SLWN � > QUUND JMPffaZX-XDC =CAUPC sgx w Mr. asst ` rAm PRcp. r aura r 1 – cxutwa'—' a an u, lVaJf FTlt LaCJi TE ►AVDCXT 1 � , JOINT DETAIL CITY OF FORT VORTK TEXAS — CONSTRUCTION STANDARD OCTOBER, 1992 • • PespeadleaW PubUe sldcwM tL1uti haat go stoat �� 7 M ' tasaIIel lnbUe S1de�Y�ftaaap ��t� lsrblrof h�}��bUG m . j . Mg. as Combined pubbe sldsVM cwb camp �Uc sIdewaa l cs apt e ATTENTION ! CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS No.34 HERE FEASIBLE, SEE FIGS. 58 .59 & 60. 7Q:2151 14.2.6 Vchkukr Ways and ftdUtW$ U JI0 Q If 0 • . 0 f«y.aacoi..ps�0�e�e.,rak a.ti�an�p hrp�„se�Yr quest-s�e....c a+rs ar+ . wM Mets" ti p+oac sk�rwNt o � , o a • o o , I till At«w* c . k%puw Il Al "Aac W+I uft Mrd wwip�t�ro*c�ir�wrMs�+a ru. bO Public ailtcvxa Curb Ramps at Karked Crosainp f _ 1sc caprvm 0 it"wr ftb k+se+u ci weond AX&M br- itt TYPE - I EXISTING 15' R SCALE i" S' PROP, 4' RAMP � I COLORED SURFACE I0 148 ' X12 1112 VARIABLE HEIGHT CURB 1 1/2' R CTYPJ a FORT VORTK TEXAS - CCHSTRUCTION CITY D� STANDARD OCTOBER„ 1992 -- ATTENTION ! CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE . SEE FIGS. 58,59 S 60. w TYPICAL LAYOUTS CITY OF FORT VORTK TEXAS - C=TRUCTION STPIDARD OCTOBER, 1992 r r• TYPE I EXISTING'2Q' R x SCALE V# = S' PROP. 4' RAMP - ����I COLORED SURFACE � 29 I 148 l�22 -y VARIABLE HEIGHT CURB 1 1/2' R CTYPJ Pr L p Q - L CITY OF FORT VORTK TEXAS - CONSTRUCTION STMIDARD OCTQBM 1992 TYPE III EXISTING 15' R SCALE 1" = S' SIDEWALK RAMP BROOM FINISH .OUT"t� HMAC TIE-IN 6" W. at rw Doi mmss ax «c�uoo Mr.o ams ocma.rna: satvxx ayes we -- c xx;Aa iacassm Iauro rA= rv. 70 ws caster • �mnc %ow rat cDccm KvDoa CITY OF FORT VORTK TEXAS — CONSTRUCTUN STANDARD OCT'OSm 1992 . TYPE III I EXISTING 20' R SCALE I" = S' PROP. RAMP . air= BROOM FINISH W" R oe TRANSITION �4 uv" rm rv� =-0.4 c � ocmnpo Utzw [ rte. n IWSW=roma was WK W wear. CM L rAcx Mr.70 c" r.=T= M s arrtot rvirt L CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD LDUMCR 1992 q CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS No.30 WHERE FEASIBLE, SEE FIGS. 58;59 & 60. M2151 14.2.6 Vchkohr War and r&CMtk4 . b u . 0 �-- OEM NMI 1 D 4 / tz� 4 � 4 • t o o « '«p.eaeoi.► IN��oui ntt� t.to.ndew.r o�C.wr..a a+h a.r w� ..t.e�prt•.�r ti pitbse s+e+wt r 0 r 1 c ' r surf�s.t' Coe*ainrtfa+Nciie�t6.+wt cuts �de...+k«�► r e b 1011'.1w Md ate nov M P;Aft swom"wft Mrtie" • 1 l".w ro*w wwss"" rf. 60 P ubU Sidcw&M Cmb P.L=pt at Barked Crossi V �„� t Copy qm 0 JtV tj TV*r,,:w of us4ernt AX&M VC- to RUNNING, X y SLOPE ; RUNNING SLOPE 1 1:20 max 1 COUNTERSLOPE 1:12 max '1 1:20 max �•�:A\�f�:�.\•t::��f.Y off...., WALK CURB RAMP STREET I I I Slope•Sk%Atte 10%a level ptm (21 Cewaw%lope%till"'tweed 1.X Fig. B4.7.2 R Measurement of Cub Ramp Slope* • PLANTING OR OTHER - -- NONWALKING SURFACE X FLARED SIDE 1 10 NOTE:If t c 41:to I I:`.D MML It•*ft%kip;d Ow (last)%kk-%%%311 Otf ezaW 1:1:. (a)Flared Sider (b)Returned Curb Fig. B4.7.5 Sides of Curb Ramps 36 min(typ) � � 1 10 R L Fig. 84.7.6 Built-up Curb Ramp 51 , 3"H.M.A.C. OVERLAY ON 8" CEMENT PULVERIZED BASE CONSTRUCTION DIVISION RECOMMENDATIONS CITY OF FORT WORTH ` CONSTRUCTION SERVICES Q� LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM HALE AVE. (NE 31ST TO DIAMOND) DOE NO. : 1952 FUND CODE: 03 HOLE # 1 LAB NO. : 27548 I LOCATION: 3309 HALE AVE. N/4 I -------------------------------------------------------------`----- I 0.75" HMAC I 12.00" GRAVEL & ROCK (NO SAMPLE DUE TO GRAVEL & ROCK) I _S-.0.e----------_-------=_--__-__-.e__--___..---1.____.____-O__-__-,____I HOLE # 2 LAB NO. : 27549 I LOCATION: 3209 HALE AVE. CENTERLINE I ----------------------------------------------------------------- I .r 1. 00" HMAC _ I 13.00" GRAVEL W/SAND (NO SAMPLE DUE TO GRAVEL) I acx===v=c���co==v.xxax=smxssxsaamaasmsxasaxmssxxxs�aacmas:asmmaaca I HOLE # 3 LAB NO. : 27550 I LOCATION: 3150 HALE AVE. E/4 I ---------------------------------------------------------------- I 2.00" HMAC I 6.00" CRUSHED STONE & FLEX BASE I 6.00" GRAVEL & SAND I 2.00" BEDROCK I 4 .00" PALE BROWN CLAY W/GRAVEL I --------------------------------------------------------------- I ATTERBURG LIMITS: LL: 45.0 PL: 19.2 PI: 25.8 SHRKG: 13.0% I MUNSEL COLOR CHART: 5/3 BROWN CLAY ! UNIT WEIGHT: 120.8 LBS PER CUBIC FOOT I APPROVAL: R N�JERI ROYJTI NG DATE TESTED: 01-20-98 JAMES ANDERSON DATE REPORTED: 01-23-98 NAJIB FARES TESTED BY: CARDWELL, DESAI FILE ry L- vv-rLi2,; I o1\) 2 C. (, M M 5-�N) CITY OF FORT WORTH CONSTRUCTION SERVICES . LABORATORY RESULTS FOR TEST HOLE.AND PLASTICITY INDEX PROJECT: .1998 CAPITAL IMPOROVEMENT PROGRAM Mr? 31ST ST. (KEARNEY TO LONG) DOE NO. : 200q ���'•- r FUND CODE: 03 HOLE # 1 LAB NO. : 27541 I LOCATION: 2704 NW 31ST ST. N/4 I ---------------------------------------------------------------- I 1. 50" HMAC 17 .00" PALE BROWN CLAY W/CRUSHED STONE I ----------------------------------------------------------------I ATTERBURG LIMITS: LL: 28.8 PL: 15. 9 PI: 12. 9 SHRKG: 8.0% I MUNSEL COLOR CHART: 7/3 PALE YELLOW CLAY I UNIT WEIGHT: 129.8 LBS FZR CUBIC FOOT I HOLE # 2 LAB NO. : 27552 ! LOCATION: 2719 NW 31ST ST. CENTERLINEi ------------------------------------------------------- --------- 1.50" HMAC I 13.50" CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) I APPROVAL: air JERI ROUTING DATE TESTED: 01-16-98 JAMES ANDERSON DATE REPORTED: 01-22-98 NAJIB FARES TESTED BY: CARDWELL,DESAI FILE