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2012-057
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2012-057
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Entry Properties
Last modified
12/18/2015 10:07:16 AM
Creation date
10/1/2015 4:16:54 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
04/03/2012
Control Number
2012-057
Agenda Item Number
8.L
Entity Name
Dunkelberger Engineering
Subject
Work Order 1 66th Avenue Roadway Improvements Phase 2
Area
4th Street to 16th Street
Project Number
9810B
Archived Roll/Disk#
112-R-0001
Supplemental fields
SmeadsoftID
11062
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Estimated Scope and Budget EXHIBIT ,A, Attachment A <br /> Construction Materials Testing Services <br /> Project Name : 66th Avenue Roadway Improvements - Phase 11 Dunkelberger Engineering & Testing , Inc. <br /> Vero Beach (Indian River County), Florida 607 NW Commodity Cove <br /> Client: Indian River County Attn : Michael D. Nixon , PE Port St, Lucie , Florida 34986 <br /> Dunkelberger Project No. : PSL-09-3054 ( BG 10.4) (772) 344-9787 FAX (772) 343-9404 <br /> Date : February 22 , 2012 Contact: Xiaoyan (Sue) Zheng <br /> Construction Testing Services Contract Amount Previously Completed Completed This Invoice Completed to Date Remaining <br /> on Contract <br /> Itemized Services Qly Unit Price Amount Qty Amount Qty Amount Qty Amount Qty Amount <br /> L Field Observation & Testing <br /> A. Senior Engineering Technician <br /> -Earthwork, Subsoil Excavation Insepction , 90 hour $55 .00 $4 , 950.00 0 $0-00 8 $9.80 0 $9:Go 90 $4, <br />950 .00 <br /> Sampling , and Standby <br /> B- Density Tests <br /> -Embankment 340 test $23. 00 $7 ,820. 00 0 $0-90 0 $"0 9 $0:98 340 $74820 .00 <br /> -Storm Drainage 1500 test $23.00 $34 , 500. 00 0 $0.00 8 $00-00 9 $0:98 1500 $34,500 .00 <br /> -StablCompacted Subgrade 125 test $23.00 $2 , 875 . 00 0 $&9G 0 $0.88 0 $0-G9 125 $2 ,875.00 <br /> -Base Rock 150 test $23.00 $3 ,450 .00 0 $0-80 0 $0.00 0 50 88 150 $3,450.00 <br /> -Sidewalk Subgrade 124 test $23.00 $2 ,852.00 0 38:00 0 $8 09 0 $8 W 124 $2,852.00 <br /> C . Concrete Testing <br /> -Curbs, Sidewalks, Bridge Substructure, 100 set $85. 00 $ 8,500 .00 0 $0-00 0 $0.00 0 $O:AG 100 $8, <br />500. 00 <br /> Superstructure , and Approach Slabs <br /> Subtotal $649947.00 $0:08 $0:00 $0:80 $64,947.00 <br /> ll. Laboratory Testing <br /> Proctors (r-99 and T-180) 20 test $86 .00 $1 ,720 . 00 0 $G:GG 0 $0.00 0 $0-00 20 $ <br />16720 .00 <br /> Liquid Limit of Soils (T89) 5 test $45.00 $225. 00 0 $0.00 0 $040 0 $0:80 5 $225 .00 <br /> Plastic Limit and Plasticity Index of Soils (T90) 5 test $45 .00 $225 . 00 G $0-OG G 5009 9 $0:80 5 <br /> $225 .00 <br /> Limerock Bearing Ratio (LBR) 15 test $300.00 $4 ,500 .00 0 $0-00 8 $8:00 0 $0-00 15 $4 <br />,500.00 <br /> Subtotal $61670.00 $0-00 $0 00 $000 $6 ,670.00 <br /> Ill. Engineering 8 Reporting <br /> Project Engineer' 36rhou, $95 , 001 $3 ,420 . 00 01 0 ¢v&G9 0 $989 36 $3 ,420 . 00 <br /> Allowance forsite meetings, trouble-shooting, <br /> and consultation. Test costs include engienering <br /> and reporting <br /> Subtotal $32420.00 $0 00 x0:00 $0;00 $31420.00 <br /> IV. Pile Inspection & Engineering <br /> Senior Inspector' 90 HR $55.00 $4, 950 .000 $Gr9G 0 $G AG 0 $000 90 $4 ,950.00 <br /> PDA Tests and CAPWAP analysis (by others) 1 LS $4,750.00 $4,750 .OD 0 $&8B 0 $0 00 G $0:00 1 $41750. <br />00 <br /> Project Engineer" 8 HR $95.00 $760 .00 0 $0.80 0 $808 G $"0 8 $760 . 00 <br /> Principal Engineer`* 0 HR $ 145.00 $0 .00 8 $G-08 0 50:90 0 $0 G8 0 $0 . 00 <br /> " Assume two days of test pile installation and 7 days of production pile installation <br /> `* Perform WEAP analysis and develop recommendations for production pile lenghts and installation criteria . Prepare final report <br /> Subtotal $ 10,460.00 $&08 $030 $0 G0 $10 ,460.00 <br /> TOTAL $ 85 ,497 . 00 $8 98 $8 98 $8:90 $ 851497 . 00 <br /> 3054 (10 .4) . curt est revised on March 1l .xls <br />
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