Amendment 0005 - Exhibit A Bid List revised.pdf
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- Solicitation number
- W91238-21-B-0010
About this file
This document contains an invitation for bid for construction services. The U.S. Army Corps of Engineers seeks to award a firm-fixed price contract to enlarge the spillway and perform additional improvements at the Tule River Success Lake project in California. Work includes constructing a 350-foot long curved reinforced concrete weir, widening the spillway, installing rock anchors, adding slope protection, and raising wells and storage tanks. The estimated value is between $25-100 million. Responses are due on June 25, 2021. This opportunity is set aside for small businesses under NAICS code 237990 with a $39.5 million size standard.
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Text version
Item Description Quantity Unit Unit Price Amount
0001 Mobilization and Demobilization 1 Job JA -$
0002 Dewatering, Diversion and Control of Waters 1 Job JA -$
0003 Traffic Control 1 Job JA -$
0004 Ground Movement Monitoring 1 Job JA -$
0005 Environmental Monitoring 1 Job JA -$
0006 Archaeological Monitoring 1 Job JA -$
0007 Clearing and Grubbing 1 Job JA -$
0008 Stormwater Pollution Prevention Plan 1 Job JA -$
0009 Demolition 1 Job JA -$
0010 Haul Road - Maintain Existing 1 Job JA -$
0011 Equipment - Rocky Hill Pumphouse 1 Job JA -$
0012 Well Drilling - Rocky Hill Pumphouse 369 LF -$ -$
0013 *DELETED* See Optional Items below* 1001
0014 Pre-fabricated Restroom - Tule Recreation Area 1 Job JA -$
0015 Sewer Lift Station and Force Main - Tule Recreation Area 1 Job JA -$
0016 Earthen Dike - Tule Recreation Area 1 Job JA -$
0017 Electrical Relocation - Rocky Hill 1 Job JA -$
0018 Electrical Relocation - Tule Recreation Area 1 Job JA -$
0019 Excavation - Spillway 72,270 CY -$ -$
0020 Foundation Preparation - Spillway 5,800 SY -$ -$
0021 Mass Concrete - Ogee Section 6,200 CY -$ -$
0022 Portland Cement - Ogee Section 28,520 CWT -$ -$
0023 Fly Ash - Ogee Section 360 TON -$ -$
0024 Water-Reducing Admixture - Ogee Section 1,115 GAL -$ -$
0025 High-Range Water Reducing Admixture - Ogee Section 2,230 GAL -$ -$
0026 Structural Concrete - Spillway 6,760 CY -$ -$
0027 Portland Cement - Spillway 40,425 CWT -$ -$
0028 Fly Ash - Spillway 545 TON -$ -$
0029 Water-Reducing Admixture - Spillway 2,060 GAL -$ -$
0030 High-Range Water Reducing Admixture - Spillway 4,120 GAL -$ -$
0031 Ogee Weir QA Laboratory - Spillway 1 Job -$ -$
0032 Anchors - Spillway 142 TON -$ -$
0033 Anchor Grout - Spillway 120 CY -$ -$
0034 Bearing Plate - Spillway 27 TON -$ -$
SECTION 00 10 00
Solicitation Contract Line Item (CLIN) Schedule
Bidding Schedule
0035 Waterstops - Spillway 5,000 LF -$ -$
0036 Leveling Concrete - Spillway 5,000 CY -$ -$
0037 Steel Reinforcement - Spillway 557 TON -$ -$
0038 Riprap - Left Abutment Approach 1,214 ECY -$ -$
0039 Riprap - Right Abutment 4,710 ECY -$ -$
0040 Bedding Layer - Right Abutment 1,710 ECY -$ -$
0041 Filter Layer - Right Abutment 1,030 ECY -$ -$
0042 Riprap - Frazier Dike 8,120 ECY -$ -$
0043 Bedding - Frazier Dike 2,810 ECY -$ -$
0044 Filter - Frazier Dike 1,710 ECY -$ -$
0045 Riprap - Highway 190 4,890 ECY -$ -$
0046 Filter Fabric - Highway 190 8,950 SY -$ -$
0047 AC Paving - Existing Boat Ramp Staging Area 7,000 SY -$ -$
0048 Spot Anchors 1,300 LF -$ -$
0049 *DELETED* See Option items below 1002*
0050 Horizontal Spot Drains 3,200 LF -$ -$
0051 *DELETED* See Option items below 1003*
0052 Spot Shotcrete 75 CY -$ -$
0053 *DELETED* See Option items below 1004*
0054 Roadway Edge Rock - Avenue 146 809 CY -$ -$
0055 Earthwork - High Pool Boat Ramp 1 Job JA -$
0056 Conc. Ramp & Access - High Pool Boat Ramp 1 Job JA -$
0057 Seepage Berm / Drain Trench - Main Dam 1 Job JA -$
0058 Concrete Headwall - Frazier Dike 1 Job JA -$
0059 Concrete Mitered Headwall - Spillway 1 Job JA -$
0060 Spillway Access Road 3,700 SY -$ -$
0061 Grazing Lease Driveway Widening 1 Job JA -$
0062 Concrete Apron and Splash Pad - Spillway 1 job JA -$
0063 Riprap - Downstream Right Abutment 5,900 CY -$ -$
OPTIONS
1001 Well Drilling - Rocky Hill Pumphouse (Optional) 50 LF -$ -$
1002 Spot Anchors (Optional) 1,280 LF -$ -$
1003 Horizontal Spot Drains (Optional) 1,600 LF -$ -$
1004 Spot Shotcrete (Optional) 25 CY -$ -$
TOTAL ESTIMATED AMOUNT:
(Line Items 0001 through 0063 and Optional items 1001 through 1004)
Sheet1
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