Attachment 4 - Pricing Schedule.pdf

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Attached to
Levee Repair at Site 1151-11
Solicitation number
W91238-20-B-0005
Issued by

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This pricing schedule attachment outlines the line items and costs for a levee repair project at Site 1151-11. The repair work includes removal of an existing emergency berm and underground pipes at the levee toe, construction of a new 150-foot long by 1800-foot long seepage berm which may include materials such as filter sand, geotextile, drain rock, levee fill, coarse rock or rip rap, and installation of a new aggregate surfaced road and surface drainage system. Twenty-five line items are specified, such as mobilization, SWPPP design and implementation, demolition, excavation, installation of perforated and non-perforated drainage pipes, filter sand, crushed aggregate, drainage structures, fabric, fill materials and hydroseeding. Bidders are required to provide unit prices and total proposed costs for each line item, with a grand total bid price required. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Sacramento.

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Other files

File Type Posted
P.L. 84-99 Site 1151-11 Bid Abstract.pdf PDF
W9123820B0005 - Solicitation Amendment 3.pdf PDF
W9123820B0005 - Amendment 2 - Revised Drawings.pdf PDF
W9123820B0005 - Amendment 2 - Revised Submittal Register.pdf PDF
W9123820B0005 - Solicitation Amendment 2.pdf PDF
W9123820B0005 - Amendment 2 - Revised Specifications.pdf PDF
W9123820B0005 - Amendment 2 - Revised Pricing Schedule.pdf PDF
W9123820B0005 - Solicitation Amendment 1.pdf PDF
Site Visit Sign In Sheet.pdf PDF
Attachment 5 - Pre-Award Survey.pdf PDF
Attachment 2 - Specifications.pdf PDF
Attachment 3 - DB Wage Determination.pdf PDF
W9123820B0005 - Solicitation.pdf PDF
Attachment 1 - Plans.pdf PDF
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W91238-20-B-0005 PL 84‐99 Site 1151‐11

Pricing Schedule

CLIN # Description Quantity/Unit Unit Price Total Price

0001.1 Mobilization and Demobilization 1 JA $ $

0001.2 SWPPP Design and Implementation 1 JA $ $

0001.3 Temporary Fencing, Signage, and Traffic Control 1 JA $ $

0001.4 Demolition 1 JA $ $

0001.5 Remove Existing Crushed Aggregate 1 JA $ $

0001.6 Clearing and Grubbing 6.4 AC $ $

0001.7 Stripping 5,180 CY $ $

0001.8 Remove Existing Pipe 1,625 FT $ $

0001.9 Excavate Drainage Pipe Trench 3,060 CY $ $

0001.10 Geotextile for Drainage Pipe 2,130 SY $ $

0001.11 24" Perforated Pipe 1,469 FT $ $

0001.12 24" Non‐Perforated Pipe 330 FT $ $

0001.13 Filter Sand for Drainage Pipe 3,670 TN $ $

0001.14 Crushed Aggregate for Drainage Pipe 400 CY $ $

0001.15 Drain Pipe Inlet Structure 1 EA $ $

0001.16 Field Drain Collector 4 EA $ $

0001.17 Filter Sand for Seepage Berm 13,410 TN $ $

0001.18 Drain Blanket 15,880 TN $ $

0001.19 Random Fill 34,660 CY $ $

0001.20 Geotextile for Toe Road 4,090 SY $ $

0001.21 Seepage Berm Toe Material 350 CY $ $

0001.22 Type B Fabric 12 SY $ $

0001.23 Rock Slope Protection 31 TN $ $

0001.24 Hydroseeding 5.7 AC $ $

0001.25 Aggregate Surfacing

1,040 TN $ $

GRAND TOTAL BID $

File details come from the government source that posted it. Updated .