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2009-007
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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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Aa M . ENGINEERING AND TESTING , INC . <br /> 590 NAA i< 1LRC :INTILE PLACID <br /> POR"r S -r. LUCID , H . ORIDA 34986 <br /> ( 772 ) 92 -I -3575 Orri ( , i: - ( 772 ) 924 -3580 F . x <br /> December 2 .) . 2004S <br /> Indian River County Enginecrino Division <br /> Atm : Chris Kafcr. P . E . <br /> 1801 27 °i Strcct <br /> \% cru Beach , Florida 32960 <br /> Re : Proposal for Additional Geotechnical Services for Stornnvater1NIlanagement <br /> Planning, Indian River County Parks tMaintenance Complex , IRC Project No . 0710 <br /> Ladies and Gcnticmcn : <br /> Per our discussions and correspondence, A . M . Engineering and Testing , Inc . is pleased to <br /> submit this proposal for performing in - place soil permeability testing in the proposed dry <br /> retention area at referenced project . We understand our scope of work 111CluCICS determining the <br /> permeability of' the In - place soils III the elevation 17 to 15 feet zone, a few feet below the existing <br /> grades . <br /> Test wells would be installed from tile ground surface using a 2 - inch diameter pvc pipe placed <br /> inside a 4 - inch diameter borehole . The bottom of the well would be slotted and encased in coarse <br /> sand interfacing the soil from elevation 17 to elevation t5 . A bentonite seal would be placed <br /> directly above the slotted portion . Falling head and/or constant head tests would be run to <br /> determine the soil permeability of the layer and the results would be expressed in feet per day . <br /> The proposed exploration program and the prices for our services are outlined below and are <br /> derived from our continuing services contract with the County . <br /> Mobilization , etc . <br /> Mobilization/demobilization , I Each r Lump Sum S 100 <br /> Construction of Test Wells and Performing Tests <br /> Materials , Estimate $ 100 100 <br /> Crew Time to Install Wells and Perform Tests <br /> Project Manager, 3 hours Ci` 80/hr. 240 <br /> Technicians , 2 men , 3 hours each , total 6 hrs . (rS450" hr. 270 <br /> Engineering Evaluation and Report <br /> Senior Project Engineer, I hour a:: SI25 % hr . 125 <br /> TOTAL $835 <br />
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