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R2019-75 Resolution Accepting the Bid and Authorizing the Execution of a Contract with Dunn Company, A Division of Tyrolt, for Annual Street Restoration City Project 2019-08
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R2019-75 Resolution Accepting the Bid and Authorizing the Execution of a Contract with Dunn Company, A Division of Tyrolt, for Annual Street Restoration City Project 2019-08
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1/13/2020 11:12:39 AM
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5/23/2019 5:27:26 PM
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Resolution/Ordinance
Res Ord Num
R2019-75
Res Ord Title
R2019-75 Resolution Accepting the Bid and Authorizing the Execution of a Contract with Dunn Company, A Division of Tyrolt, for Annual Street Restoration City Project 2019-08
Department
Public Works
Approved Date
5/20/2019
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SPECIAL PROVISIONS <br /> The following Special Provisions supplement the "Standard Specifications for Road and Bridge <br /> Construction", Adopted April 1, 2016,the latest edition of the "Manual on Uniform Traffic Control <br /> Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on <br /> the date of invitation of bids,and the Supplemental Specifications and Recurring Special Provisions <br /> indicated on the Check Sheet included here in which apply to and govern the construction of the <br /> 2019 Street Restoration Project, and in case of conflict with any part, or parts, of said <br /> Specifications,the said Special Provisions shall take precedence and shall govern. <br /> SP-1 DESCRIPTION OF WORK <br /> The proposed improvement, designated as Section 19-00908-00-FP, City Project 2019-08, <br /> consists of milling South Shores Drive down a depth of 1.5",and replacing that with 1.5"of asphalt. <br /> There is also, Class D patching, crack filling, pipe underdrains, and thermoplastic pavement <br /> markings on various streets. <br /> SP-2 CONSTRUCTION SCHEDULE AND COMPLETION DATE <br /> A completion date of July 12,2019 has been established for this contract as set forth in <br /> Section 108 of the Standard Specifications for Road and Bridge Construction to complete all work <br /> identified in this contract.All applicable provisions of Section 108 shal(apply. <br /> SP-3 HOT MIX ASPHALT MIXTURE REQUIREMENTS <br /> Mixture Use Class D Surface,Level Surface HMA Binder <br /> Patches Binder(See Course <br /> Typical)& <br /> Incidental <br /> AC/PG PG 64-22* PG 64-22 PG 64-22* PG 64-22* <br /> Design Air Voids 4.0%@ 4.0%@ 4.0%@ 4.0%@ <br /> Ndes=50 Ndes=50 Ndes=50 Ndes=50 <br /> Mix Com Gradation IL 19.0 IL 9.5 IL 9.5 IL-19.0 <br /> Friction A re ate N.A. Mix C Mix C N.A. <br /> *If 20%or more RAP is used,PG 58-22 binder will be required. <br /> SP-4 TRUCK LOADING TO REDUCE MIX SEGREGATION <br /> Description: The mix is to be dumped into the haul truck in mass. Prior to loading, enough <br /> rnix is to be in the bin or silo to load the truck. The truck is to be loaded in a inaximum of three <br /> dumps. The initial load is to be in the rear 1/3 of the truck, the second dump in the front 1/3 of the <br /> truck and the final dump in the middle. <br /> Basis of Payment: Cost of the work will not be paid for separately but shail be considered <br /> as included with the various work items involved. <br /> 4 <br />
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