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Project
<br />Project
<br />For
<br />ContractorName:..
<br />DIVISION B
<br />BIDIPROPOSAL
<br />CITY OF
<br />Name: Three Twenty at the Cascade
<br />Number: 118-074 D
<br />Bids Due: December 11, 2018
<br />G.E. Marshall, Inc,,,,,,,,,,,,,,,,,,,,,,,_._.—_........_.....�
<br />— SITE SANITARY, SEWE
<br />_.........�
<br />SOUTH BEND��
<br />— Site
<br />Utilities
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<br />_
<br />Item
<br />No.
<br />"" Description
<br />Quantity
<br />Unitmm_
<br />m Unit Price
<br />Total Amount
<br />1
<br />PV C 35 pipe w/all fittings
<br />182
<br />LF
<br />$ 91.11
<br />$ 16,582.02
<br />stalled complete
<br />in co
<br />m�mm
<br />_..h
<br />�.......
<br />2
<br />6' PVC SDRi w/ all fittings
<br />25
<br />F
<br />$ 92.84
<br />$ 2,321.00
<br />installed complete
<br />to
<br />Sanitary manhole WW-1 and
<br />3
<br />casting per details installed
<br />1
<br />Ea.
<br />$ 2,925.80
<br />$ 2,925.80
<br />com lete
<br />----
<br />1,500-gallon grease interceptor w/
<br />4
<br />riser and castings installed
<br />1
<br />Ea.
<br />$ 11,594.80
<br />$11,594.80
<br />v—
<br />com lete
<br />- p[ t _.. .._ ......�
<br />�.. — _ �_.._
<br />�.�_.�
<br />..,,� n -------
<br />_ w_w .. ...._ .....
<br />5
<br />6" cleanouts per details
<br />2
<br />Ea.
<br />$ 547.95
<br />$ 1,095.90
<br />6
<br />4" cleanout per details
<br />1
<br />Ea.
<br />$ 531.50
<br />$ 531.50
<br />7
<br />Core and boot existing manhole
<br />1
<br />Ea.
<br />$ 680.00
<br />$ 680.00
<br />9
<br />Final testing for Site Sanitary
<br />1
<br />Ea.
<br />$ 2,620.80
<br />$ 2,620.80
<br />Sewer
<br />- ..
<br />U _ _ ......,
<br />10
<br />Maintenance of Traffic for Site
<br />1
<br />�
<br />Ea.
<br />$ 8,478.18
<br />$8,478.18
<br />Sanitary Sewer work
<br />...
<br />11
<br />Item A on Plan C303:
<br />.......... _m...,
<br />a. Sawcut and remove- ��
<br />(177)
<br />�_.....�.... ...
<br />SY+/- asphalt pavement at
<br />30
<br />Tons
<br />$ 54.50
<br />$ 1,635.00
<br />_.,.
<br />Stephenson Millis S.m Parkinarea
<br />b. Replace (177) SY+/- asphalt
<br />pavement at Stephenson Mills S.
<br />Parking, area
<br />1) 6" #53 RCP Base
<br />60
<br />Tons
<br />$ 70.05
<br />$ 4,203.00
<br />2) 2.5" Type II HMA Leveling
<br />25
<br />Tons
<br />$ 240.00
<br />$ 6,000.00
<br />3) 1.5" Type II HMA Surface
<br />15
<br />Tons
<br />$ 360.00
<br />$ 5,400.00
<br />c. Sawcut, remove and replace
<br />0
<br />LF
<br />$ 98.30
<br />$ 1,966.00
<br />(20) LF of concrete curb & gutter
<br />DIVISION
<br />B TOTAL
<br />$ 66,034.00
<br />Version 7/20/2018 Contractor's Bid for Public Works - 9
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