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2022-082
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2022-082
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Last modified
6/8/2022 3:30:26 PM
Creation date
6/8/2022 3:08:37 PM
Metadata
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Template:
Official Documents
Official Document Type
Contract
Approved Date
05/03/2022
Control Number
2022-082
Agenda Item Number
8.G.
Entity Name
Timothy Rose Contracting, Inc.
Subject
Contract for Resurfacing 69th Street from 66th Avenue to SR5/US-1
FM No.438073-1-54-01
Project Number
IRC 1639
Bid Number
2022-028
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Division 2 - Technical Provisions, IRC -1639 <br />and mixing and furnishing asphalt emulsion or other stabilizing agent as specified, and for all <br />other work and material incidental to the reclaiming operation. <br />Completed Base Course Testing — The Contractor shall perform a minimum of 8 tests of the <br />completed base course to verify that the completed base course meets the specified <br />minimum Structural Number of 1.8. Test locations shall be determined by the County. In the <br />event that the minimum Structural Number is not achieved, the County may require <br />corrective action, including the placement of additional asphalt structural course at the <br />expense of the Contractor. <br />c. Payment for Granular Base Material: This is included in the cost of the Reclaimed Asphalt <br />Base. The Contractor shall determine how much if any granular base is required and shall <br />include the cost for granular base in the cost of the Reclaimed asphalt base. <br />d. Asphalt Emulsion: Emulsified asphalt, type CSS -1h, shall be uniformly incorporated in the <br />layer at the rate specified by the Mix Design. Payment is in gallons of Asphalt Emulsion Type <br />CSS -1h. <br />e. Manholes: Each manhole shall be protected during the reclamation process. After final <br />pass of reclaimer and final compaction, manholes shall be adjusted to the appropriate height <br />to accommodate the asphalt overlay finish grade. <br />f. Water Shutoffs: Water shutoffs and other valves or shutoffs shall be protected during the <br />reclamation process. After final pass of reclaimer and final compaction, water shutoffs and <br />other valves and shutoffs shall be adjusted to the appropriate height to accommodate the <br />asphalt overlay finish grade. <br />g. Material/Removal: Material shall be removed from the roadway area in order to prepare <br />for a desired final grade or removal of unsuitable material. Approximately 2-1/2" removal <br />shall be required off the top after initial pulverization. All suitable material shall be utilized <br />in the asphalt pavement base course. <br />Items of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 283-7 — Full Depth Base Reclamation (10" Mixing Depth) - Per Square Yard <br />SECTION 285 - OPTIONAL BASE COURSE <br />A. Sub Article 285-4 is modified by the addition of the following: <br />Base material, thickness and requirements are described in the construction plans. Only one type <br />of alternate base material shall be used. No additional payment will be made for base thickness in <br />excess of the specified thickness <br />Division 2 —Technical Provisions - 01025-22 <br />F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1639 69th Street 66th Avenue to US -1 Resurfacing (SCOP)\1-Admin\Bids\Bid Documents - Advertisement\DIV <br />2 TECHNICAL PROVISIONS - IRC-1639.docx <br />
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