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2009-007
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Last modified
3/1/2016 1:25:43 PM
Creation date
10/1/2015 12:51:28 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
01/13/2009
Control Number
2009-007
Agenda Item Number
8.C.
Entity Name
A.M. Engineering & Testing
Subject
Work Order No.1
Indian River County Parks Maintenance Complex
Area
IRC Parks Maintenance Complex
Project Number
0701
Supplemental fields
SmeadsoftID
7743
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As Me NGINEERING AND TESTING , INC. <br /> 590 N . W. MERCANTILE PLACE <br /> PoR 'r ST. LUCiE , FLORIDA 34986 <br /> ( 772 ) 924 -3575 OrrICE - ( 772 ) 92 .1 -3580 11 AX <br /> December 24 . 2008 <br /> lndian River County Engineering Division <br /> Attention : Chris Kafer, P . E . <br /> 1801 27 ''' Street <br /> Vero Beach , Florida 32960 <br /> Ile : Soil and Concrete Testing Estimate for Indian River County Parks <br /> Maintenance Complex, IRC Project No . 0710 <br /> Ladies and Gentlemen : <br /> A . M . Engineering and Testing, Inc . is pleased to submit the following estimate of the soil and <br /> concrete testing costs for the referenced project . The estimate is based on our unit prices , our <br /> interpretation of the project specifications, and our experience on similar type projects . This may <br /> be considered a " not to exceed estimate" and you would only be charged for the actual tests <br /> performed . Our unit prices are in accordance with our continuing services contract . <br /> Our firm performed a geotechnical exploration for the project . <br /> PAVEMENT AREA SOILS ( Based on one test location per 5 , 000 square feet of pavement ) <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Base Density 15 20 300 <br /> Compacted Subgrade Density 15 20 300 <br /> Fill Under Subgrade Density 10 20 200 <br /> ( Embankment) <br /> TOTAL 800 <br /> UNDERGROUND UTILITIES BELOW PAVEMENT (Based on one test location at each <br /> structure and one location in each pipe run under 200 feet . For runs over 200 feet, there would be <br /> two test locations . Tests would be made for each one foot layer of backfill . ) <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Storm Drain Backfill Density 80 20 11600 <br /> Sanitary Sewer Backfill Density 20 20 400 <br /> Water Line Backfill 10 20 200 <br /> TOTAL 21200 <br />
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