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SRV Construction Company 5/1/2018
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SRV Construction Company 5/1/2018
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Entry Properties
Last modified
6/29/2020 12:24:08 PM
Creation date
5/3/2018 9:23:14 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
SRV Construction Company
Approval Date
5/1/2018
Council Approval Date
4/11/2018
Department
Public Works
Department Project Manager
Richard Hefti
Subject / Project Title
Water Main Replacement Q Evergreen Way
Public Works WO Number
UP3612
Tracking Number
0001180
Total Compensation
$1,450,524.96
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
SRV CONSTRUCTION 4/11/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
SRV Construction 4/16/2020 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br /> The unit price per lineal foot for the final saw-cutting of concrete pavement, up to 6-inch <br /> thickness, shall be full compensation for all labor, material, tools, and equipment necessary <br /> to satisfactorily complete the Work as specified in Section 2-02.3(3) of the Standard <br /> Specifications, these Special Provisions and as shown on the Plans. The unit price per <br /> lineal foot for the final saw-cutting of concrete pavement, up to 6-inch thickness includes, <br /> but is not limited to, the saw-cutting necessary for the final joint between existing pavement <br /> and permanent HMA pavement. <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 44 - Saw-Cutting Concrete Curb and Gutter and Sidewalk, Final Joint Cut <br /> Measurement and Payment: Unit Price per Linear Foot (LF) I <br /> Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br /> The unit price per lineal foot for the final saw-cutting of concrete curb and gutter and <br /> sidewalk thickness, shall be full compensation for all labor, material, related work, tools, <br /> and equipment necessary to satisfactorily complete the Work as specified in Section 2- <br /> 02.3(3) of the Standard Specifications, these Special Provisions and as shown on the <br /> Plans. The unit price per lineal foot for the final saw-cutting of concrete curb and gutter and111 <br /> sidewalk thickness, includes the saw-cutting necessary for the final joint between existing <br /> concrete curb and gutter and sidewalk and permanent curb and gutter and sidewalk. <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 45 - Temporary Pavement Patch <br /> Measurement and Payment: Unit Price per Square Yard (SY) <br /> Measurement for Temporary Pavement Patch shall be by the square yard placed within the <br /> sawcut neatlines limits of dimensions defined in the Work, descriptions for other bid items, <br /> shown on the Plans, or COE Standard Drawings, or as otherwise approved by the 111 <br /> Engineer. <br /> The unit price per square yard for Temporary Pavement Patch in accordance with Standard <br /> Specifications, 5-06.3(6) of these Special Provisions and as shown on the Plans shall be <br /> full compensation for all work necessary to complete Temporary Pavement Patch in <br /> accordance with these specifications. <br /> Regardless of duration or sequence of work, this item will be measured and paid one time. <br /> Bid Item 46 - HMA, CL 1/2" PG 64-22 for Permanent Trench Patch <br /> Measurement and Payment: Unit Price per Ton (TON) ' <br /> Measurement for HMA, CL 1/2" PG 64-22 shall be by the ton, recorded on certified weight <br /> tickets in accordance with 1-09.2 WEIGHING EQUIPMENT for HMA placed within the limits <br /> of dimensions defined in the Work or shown on the Plans, Standard Specifications, Section <br /> 5-06 of these Special Provisions, or as otherwise approved by the Engineer. The <br /> measurement and payment limits for measuring the width of this bid item shall not exceed <br /> the saw-cut limits shown on the Drawings. No deduction will be made for the weight of <br /> asphalt binder, blending sand, mineral filler, or other component of the mixture. <br /> The unit price for this bid item shall include all labor, materials, equipment and related work <br /> necessary to furnish, machine-place, compact, roll and perform density tests on multiple <br /> Water Main Replacement"Q" Division B—BID DESCRIPTIONS February 9,2018 <br /> -Evergreen Way Rebid <br /> WO No.—UP3612 SP -14 <br /> r <br />
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