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2006-015
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2006-015
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Last modified
5/23/2016 10:22:57 AM
Creation date
9/30/2015 8:08:20 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
01/10/2006
Control Number
2006-015
Agenda Item Number
11.I.1
Entity Name
A.M. Testing & Engineering
Subject
41st Street Roadway improvements
Area
Between Kings Hwy and 43rd Avenue
Project Number
0534
Supplemental fields
SmeadsoftID
4447
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- - - - . .. . Poe - <br /> A . M . ENGINEERING AND TESTING, INC , <br /> 3504 INDUSTRIAL 33RD STREET <br /> FORT FIERCE, FLORIDA 34946 <br /> (773) 461 -7508 OFFICE - (772) 461 -8880 FAX <br /> December 19 , ') 005 <br /> Indian River County PlIblic Works Department, Engineering Division <br /> 1840 25 `1 Street <br /> Vero Beach, Florida 32960 <br /> Re : Construction T estitig Estimate <br /> Re : 4152 Street Improvements, IAC Project No . 0016 <br /> A . M. Project No , 13- 04771 <br /> Ladies Lund Gentlemen : <br /> A . M. Engmeeniig and Testing, Inc. is pleased to submit the following estimate of the soil testing <br /> coats for the referenced project. The estimate is based on our unit prices, our interpretation of the <br /> project specifications, and our experience on similar type projects , The actual testing costs could <br /> vcuT depending on site conditions , construction schedules , or engineer/architect ' s requirements . <br /> PAVEMENT AREA SOILS (Based on one test location per 200 lineal feet of roadway) . <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Base Density, Roadway 40 17 680 <br /> Stabilized Subgrade Density <br /> Curbs , Each Side 80 17 11.360 <br /> Stabilized Subgrade Density 40 17 690 <br /> Roadway <br /> Sidewalk .Density 40 17 680 <br /> Limerock Bearing Ratio (LBR ) 12 250 3 , 000 <br /> Approx . 800 feet intervals <br /> TOTAL x; 6A00 <br /> UNDERGROUND UTILITIES (.Based on one test location at each structure and one location <br /> in each pipe run under 00 feet. For runs over 200 feet, there would be two test locations . Tests <br /> would be made for each one foot layer of backfill . ) <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Storni Drain Backfill Density in 1 , 000 17 17. 000 <br /> Right-of Way <br /> Culvert Backfill under 50 1 � 850 <br /> Driveways <br /> TOTAL $ 17,850 <br />
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