Attachment 4 - Pricing Schedule Revised.pdf
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- Solicitation number
- W9123821B0011
About this file
This pricing schedule provides estimated costs for emergency levee repair work for Public Law 84-99 Site 0412-28 in Yolo County, California. The schedule outlines base work including SWPPP development, canal diversion, dewatering up to 1,500 gallons per minute, installation of corrugated metal pipes, excavation and fill work, hydroseeding, and road and crown work. Unit pricing is provided for each line item with total estimated base pricing of [dollar amount]. Optional additional work includes removal of a natural gas pipe and increased dewatering capacities up to an unlimited upper limit. Total estimated pricing with optional work is also provided. Related solicitation W9123821B0011 from the Department of the Army Corps of Engineers Engineering District Sacramento seeks bids for this 100% small business set-aside PL 84-99 emergency levee repair project in Yolo County. Bids are due by September 3, 2021 at 10:00AM PST.
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Pricing Schedule (Site 0412-28)
PL 84-99 Emergency Levee Repair Yolo County, California
BASE WORK
Estimated Unit of Unit Description Quantity Measure Price Total Price
Mobilization and Demobilization 1 JOB $ $
SWPPP Development and 1 JOB $ _______ $ ____________ Implementation
Canal Diversion 1 JOB $ _______ $ ____________
Groundwater Dewatering 1 JOB $ _______ $ ____________ (Continuous - Up to 1,500 gpm)
Two (2) 48-in Corrugated Metal Pipes 1 JOB $ _______ $ ____________
Clearing, Grubbing, and Stripping* 1.5 AC $ _______ $ ____________
Excavate Stone Revetment 350 CY $ _______ $ ____________
Load and Haul Stone Revetment 350 CY $ _______ $ ____________
Excavation* 25,300 CY $ _______ $ ____________
Levee Fill – Levee* 18,100 CY $ _______ $ ____________
Random Fill – Canal Relocation* 7,900 CY $ _______ $ ____________
Top Soil* 4,100 SY $ _______ $ ____________
Hydro-Seeding* 4,100 SY $ _______ $ ____________
Aggregate Base – Levee Crown* 130 CY $ _______ $ ____________
Aggregate Base – Access Road* 130 CY $ _______ $ ____________
24-Inch Corrugated Metal Pipe 40 LF $ _______ $ ____________
TOTAL ESTIMATED BASE PRICE $ ____________
Remove 4-Inch Asphalt Coated Steel Natural Gas Pipe 1 JOB $ _______ $ ____________
Groundwater Dewatering 1 JOB $ _______ $ ____________ (Additional 500 gpm beyond the base amount)
Groundwater Dewatering 1 JOB $ _______ $ ____________ (Additional 500 gpm beyond the above option)
Groundwater Dewatering 1 JOB $ _______ $ ____________ (Additional 500 gpm beyond the above option)
Groundwater Dewatering 1 JOB $ _______ $ ____________ (No upper limit on pumping**)
TOTAL OPTION WORK $ ____________
TOTAL BASE WORK + OPTION WORK $ ____________
NOTE: AC is acre, CY is cubic yard, EA is each, TN is ton, SY is square yard, and LF is linear foot.
*Indicates quantity is estimated and subject to Federal Acquisition Regulation clause 52.212-11 Variation in Estimated Quantity.
**Flow shall be continuous so that subsurface drawdown is continuous. Upper limit of dewatering is unknown, but must be continuous in order to maintain acceptable groundwater levels.
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