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2011-082
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Last modified
1/29/2016 12:27:30 PM
Creation date
10/1/2015 1:52:01 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
04/05/2011
Control Number
2011-082
Agenda Item Number
8.I.
Entity Name
Universal Engineering Sciences, Inc.
Subject
Oslo Road Phase II road widening
Area
43rd Ave. to 27th Ave. Oslo Road
Project Number
0533
Supplemental fields
SmeadsoftID
9499
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Oslo Road Improvements from 43rd Ave to 27th Ave <br /> Universal Proposal No. 0310. 0211 . 00012 <br /> Page 3 <br /> In Place Density Tests ( stabilized subgrade ) <br /> Estimate 28 each @ $ 24 . 00/each . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 672 . 00 <br /> In Place Density Tests ( base course) <br /> Estimate 55 each @ $ 24 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 1 , 320 . 00 <br /> In Place Density Tests (sidewalk subgrade and curb pad ) <br /> Estimate 40 each @ $ 24 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 960 . 00 <br /> In Place Density Tests (storm pipe backfill ) <br /> Estimate 700 each @ $ 24 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 16 , 800 . 00 <br /> In Place Density Tests (storm structure backfill ) <br /> Estimate 800 each @ $ 24 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 19 , 200 . 00 <br /> Limerock Bearing Ratio ( LBR) Tests ( base and stabilized subgrade) <br /> Estimate 18 each @ $ 240 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $4 , 320 . 00 <br /> Moisture/Density Relationship Tests (embankment and utility backfill ) <br /> Estimate 10 each @ $ 80 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 800 . 00 <br /> Concrete <br /> Make and Break Concrete Cylinders ( set of 4 ) <br /> ( Includes 1 hour of on site time per set) <br /> Estimate 40 sets @ $ 80 . 00/set . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 3 , 200 . 00 <br /> Field Technician for Stand - by Time ( in excess of 1 hour per set) <br /> Estimate 10 hours @ $ 38 . 00/hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 380 . 00 <br /> Sample Pickups (when no other work is performed ) <br /> Estimate 10 hours @ $ 38 . 00/hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 380 . 00 <br /> Asphaltic Roadway Surfacing <br /> Extraction/Gradation Test <br /> Estimate 20 each @ $ 160 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 3 , 200 . 00 <br /> Asphalt Cores (6- inch diameter by 2 . 5- inch thickness ) <br /> Estimate 60 each @ $ 37 . 50/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 2 , 250 . 00 <br /> Asphalt Core Density <br /> Estimate 60 each @ $ 20 . 00/each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 1 , 200 . 00 <br /> Sample Pickups (when no other work is performed ) <br />
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