B08 - W9123822C0006 - Attachment 03 - Bid Schedule - 202220308.pdf
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- Solicitation number
- W9123822B0006
About this file
This document contains bid schedule and solicitation details for a federal construction contract. The U.S. Army Corps of Engineers, Sacramento District, is soliciting bids for bank protection and stabilization work at two sites along the American River in Sacramento, California under solicitation number W9123822B0006. The work at Site 2-2 involves clearing vegetation, excavation, placement of soil fill and various rock materials, and installation of erosion control and landscaping to protect approximately 1,200 feet underneath the Howe Avenue Bridge. At Site 6,600 foot long Site 2-3, the work involves similar clearing, excavation and placement of soil and rock materials, as well as installation of rock revetments, tiebacks and instream wood structures. The total estimated cost of construction is between $25-100 million. The bid schedule outlines estimated quantities and unit pricing for various line items to be completed over two construction seasons.
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W9123822B0006 Page 1 of 3 Rev: 08March2022
W9123822B0006 Lower American River Contract 2 – Sites 2-2 & 2-3
Bid Schedule
CLIN
ITEM
DESCRIPTION
EST
QTY
UNIT OF
MEASURE
UNIT
PRICE
TOTAL
PRICE
0001 Year 1: Mobilization and Demobilization 1 Job
0002 Year 1: Traffic Control 1 Job
0003 Year 1: Temporary Fencing and Vegetation Protection 1 Job
0004 Year 1: Temporary Storm Water Pollution Control 1 Job
0005 Year 1: Clearing and Grubbing 1 Job
0006 Year 1: Grass Seeding and Erosion Control 1 Job
0007 Year 1: Live Cuttings 1,710 EA
0008 Year 1: Site 2-3: Demolition 1 Job
0009 Year 1: Site 2-3 Earthwork 81,200 CY
0010 Year 1: Site 2-3: Riprap Channel 1,620 Ton
0011 Year 1: Site 2-3: Excess Material Offhaul 92,000 CY
Year 1: Site 2-3: Launchable Spur and Buried Rock Tie- Back
15 EA
0013 Year 1: Site 2-3 Topsoil 2,874 CY
0014 Year 1: Site 2-3: IWM Type 1 66 EA
0015 Year 1: Site 2-3: IWM Type 2 27 EA
0016 Year 1: Site 2-3: Removal of Debris 10 Ton
0017 Year 1: Site 2-3: Cobble Soil Mix 2,830 CY
TOTAL COST CLIN 0001
W9123822B0006 Page 2 of 3
CLIN
ITEM
DESCRIPTION
EST
QTY
UNIT OF
MEASURE
UNIT
PRICE
TOTAL
PRICE
0001 Year 2: Mobilization and Demobilization 1 Job
0002 Year 2: Traffic Control 1 Job
0003 Year 2: Temporary Fencing and Vegetation Protection 1 Job
0004 Year 2: Temporary Storm Water Pollution Control 1 Job
0005 Year 2: Clearing and Grubbing 1 Job
0006 Year 2: Grass Seeding and Erosion Control 1 Job
0007 Year 2: Live Cuttings 3100 EA
0008 Year 2: Site 2-3: Demolition 1 Job
0009 Year 2: Site 2-3 Earthwork 157,800 CY
0010 Year 2: Site 2-3: Relocate Existing Paved Bike Trails 2,612 LF
Year 2: Site 2-3: Remove and Replace Existing Paved Bike Trails
6,711 LF
0012 Year 2: Site 2-3: Launchable Rock Trench 3,990 Ton
0013 Year 2: Site 2-3: Excess Material Offhaul 224,300 CY
0014 Year 2: Site 2-3: Clean Rock 170 Ton
0015 Year 2: Site 2-3: Soil Filled Rock 4,700 CY
0016 Year 2: Site 2-3: Cobble/Soil Mix 5,750 CY
0017 Year 2: Site 2-2: Earthwork 1 Job
0018 Year 2: Site 2-2: Soil Filled Rock 4,700 CY
Year 2: Site 2-2: Rock Slope Protection at Howe Avenue Bridge Abutment
470 CY
Year 2: Site 2-3: Launchable Spur and Buried Rock Tie- Back
38 EA
0021 Year 2: Site 2-3 Topsoil 18,150 CY
W9123822B0006 Page 3 of 3
0022 Year 2: Site 2-3: IWM Type 1 138 EA
0023 Year 2: Site 2-3: IWM Type 2 62 EA
0024 Year 2: Site 2-3: Removal of Debris 20 Ton
0025 Year 2: Site 2-2: Launchable Rock Toe Protection 10,100 Ton
0026 Year 2: Site 2-2: Soil Fill 9,500 CY
0027 Year 2: Site 2-2: Blended Bedding 5,300 Ton
0028 Year 2: Site 2-2: Aggregate Filled Rock 5,400 Ton
0029 Year 2: Site 2-2: Topsoil 3,400 CY
0030 Year 2: Site 2-2: IWM Type 3 18 EA
TOTAL COST CLIN 0002
TOTAL ALL CLINs
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