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KLB Construction, Inc. 2/4/2026
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KLB Construction, Inc. 2/4/2026
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Last modified
2/4/2026 11:26:52 AM
Creation date
2/4/2026 11:05:46 AM
Metadata
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Contracts
Contractor's Name
KLB Construction, Inc.
Approval Date
2/4/2026
Council Approval Date
1/28/2026
Department
Public Works
Department Project Manager
Erik Emerson
Subject / Project Title
Lenora Regional Stormwater Facility
Public Works WO Number
UP3792
Tracking Number
0005101
Total Compensation
$5,905,272.50
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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<br />Lenora Regional SW Facility Division P – Proposal Nov. 2025 <br />Work Order # UP3792 SP - li <br />Category 2: For official use only / disclosure permissible by law. <br /> Crushed Surfacing Base Course <br />Measurement and Payment: Ton (TON) <br />Measurements shall meet the requirements of 1-09.1. For bid items 38 and 39 measurements shall be <br />by the ton, recorded on certified weight tickets in accordance with 1-09.1 WEIGHING EQUIPMENT, and <br />placed within the limits of dimensions defined in the Work, descriptions for other bid items, shown on <br />the Plans, or COE Standard Drawings, or as otherwise approved by the Engineer. <br />Measurement for shall be limited to maximum widths defined in the work descriptions for other bid items. <br />The unit price per ton, based on certified weight tickets, shall be full compensation for all labor, material, <br />tools and equipment necessary to furnish the material. This item shall include all costs of furnishing, <br />hauling, stockpiling, placing, grading and compacting the material in place. <br /> HMA CL. ½ IN. PG-64-22 <br />Measurement and Payment: Ton (TON) <br />Measurements shall meet the requirements of 1-09.1. Measurement shall be by the ton, recorded on <br />certified weight tickets in accordance with 1-09.1 WEIGHING EQUIPMENT, and placed within the limits <br />of dimensions defined in the Work, descriptions for other bid items, shown on the Plans, or COE <br />Standard Drawings, or as otherwise approved by the Engineer. <br />Measurement for shall be limited to maximum widths defined in the work descriptions for other bid items. <br />The unit price per ton, based on certified weight tickets, shall be full compensation for all labor, material, <br />tools and equipment necessary to furnish the material. This item shall include full payment for the costs <br />incurred to carry out the requirements of Section 5-04 including furnishing tools, labor, equipment, and <br />materials, including preparation of the roadway surface, mineral filler, tack coat, build-up of approaches <br />to driveways as specified and other item(s) not specifically addressed but necessary to complete the <br />work as specified. <br /> Porous Gravel Pavement <br />Measurement and Payment: Square Yard (SY) <br />Measurement shall meet the requirements of 1-09.1. Measurement shall be per square yard of HDPE <br />rings, flexible porous pavement grid and 3/8” angular CSTC backfill that is both on top of and within the <br />geotextile mesh. The unit cost for this item shall be full payment for all tools, labor, equipment, and <br />materials necessary to complete the work in accordance with the Plans, Contract documents and <br />manufacturer’s recommendations. <br /> Railing, Pedestrian Guard <br />Measurement and Payment: Linear Foot (SF) <br />Measurements shall meet the requirements of 1-09.1. Railing, Pedestrian Guard shall be measured <br />per linear foot of completed rail installation along concrete wall top, exclusive of openings. fence, along <br />the ground line, exclusive of opening. The unit cost for this item shall be full payment for furnishing the <br />tools, labor, equipment, and materials necessary to construct the pedestrian guard railing as indicated <br />in the Structural and Landscape drawings, City of Everett Standard Plan 334, and Contract <br />specifications. <br /> Concrete Structure – Flow Split Vault
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