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2008-314
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Last modified
4/12/2016 1:38:52 PM
Creation date
10/1/2015 12:41:18 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
09/23/2008
Control Number
2008-314
Agenda Item Number
8.DD.
Entity Name
AM Engineering Inc.
Subject
Work Order No.4
Area
10th Ct. SW Oslo Rd.- 7th St. SW 1st. RD. 35th. Ave.- 32nd Ave.
Project Number
0436, 0522
Supplemental fields
SmeadsoftID
7613
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EXHIBIT A <br /> A . M . ENGINEERING AND TESTING , INC . <br /> 590 N . W. NIERCA\'TILE PLACE <br /> PORT ST . LUCIE: , FLORIDA 34986 <br /> (772) 924-3575 OFFICE - (772) 924-3580 FAX <br /> September 12 , 2008 <br /> Indian River County Engineering Division <br /> Attention : Michael J . Mezzina <br /> 1801 27", Street <br /> Fero Beach., Florida 32960 <br /> Re . Construction Material Testing Services for 10" Court SW from Oslo Road to <br /> 7'" Street SW, Indian River County, Florida, IRC Project #0436 <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 the unit prices in our <br /> 2007-2008 continuing services contract with the County, our interpretation of the project <br /> specifications, and our experience on similar type projects. The actual testing costs could vary <br /> depending on site conditions, construction schedules, or engineer/architect ' s requirements . <br /> PAVEMENT AREA SOILS (Based on one test location per 300 lineal feet of roadway . ) <br /> TEST QUANTITY UNIT PRICE ANIOITNT <br /> Base Density 6 17 102 <br /> Stabilized Subgrade Density <br /> Pavement 6 17 102 <br /> Stabilized Subgrade for <br /> Roadway & Shoulders - <br /> Limerock Bearing Ratio (LBR) <br /> per 10,000 square feet 6 250 11500 <br /> Sidewalk Density 3 17 51 <br /> TOTAL $14)755 <br /> UNDERGROUND U'T'ILITIES BELOW PAVEMENT INCLUDING DRIVEWAYS (Based on one <br /> test location at each structure and one location in each pipe run under 200 feet. For runs over 200 <br /> feet, there would be two test locations . Tests would be made for each 6" layer of backfill , per <br /> plans. ) <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Storm Drain Backfill Density 120 17 21040 <br /> TOTAL $2,040 <br /> PROCTORS ( Based on one Proctor test for each soil type. ) <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Soil Proctor 3 75 225 <br /> Base Material Proctor 1 100 100 <br /> TOTAh $325 <br />
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