Att 0001 BID SCHEDULE.pdf
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- Attached to
- Missouri River Levee R-562 Repair
- Solicitation number
- W9128F25BA001
About this file
This document is a Bidding Schedule for the Missouri River Levee System Unit R-562 PL84-99 Rehabilitation Project. The detailed bid schedule includes 38 primary bid items and 2 optional bid items, covering extensive levee repair work such as clearing, grubbing, filling underwater breaches, installing drainage structures, performing erosion control, and restoring borrow sites. Key quantities include 171,000 cubic yards of underwater fill, 576,000 cubic yards of cohesive and topsoil fill, 375,000 square yards of erosion control blanket, and various riprap and stone protection materials across multiple project sites.
The bidding schedule provides specific instructions for bid submission, including requirements to enter prices for all items, with the government reserving the right to exercise options within 90 days after the Notice to Proceed. The project involves repairing levee sections near Peru, Nebraska, with work to be completed within 547 calendar days after contract award. Bid quantities are pre-calculated by the government, but contractors are responsible for verifying actual quantities through before and after surveys. The estimated construction cost ranges between $25,000,000 and $50,000,000, and the solicitation is restricted to small businesses under NAICS code 237990.
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00 11 00 Page 3
Missouri River Levee System Unit R-562 PL84-99 Rehabilitation Project
BIDDING SCHEDULE
BASIC � R562
Item Estimated Unit No. Description Quantity Unit Price Amount
0001 Clearing and Grubbing Job L.S. ------ $_______
0002 Stripping Job L.S. ------ $_______
0003 Riverside Existing Ditch Fill 17,000 C.Y. $________ $_______
0004 Underwater Fill (Breach A, Breach C) 171,000 C.Y. $________ $_______
0005 Toe Trench Drain Pervious Material 62,300 Tons $________ $_______
0006 Toe Trench Drain Spalls Cover 8,000 Tons $________ $_______
0007 Seepage Berm Pervious Fill 190,000 C.Y. $________ $_______
0008 Cohesive and Topsoil Fill 576,000 C.Y. $________ $_______
0009 Topsoil 192,000 C.Y. $________ $_______
0010 Gravel Surfacing 24,500 Tons $________ $_______
0011 Seeding & Mulching 150 Acres $________ $_______
0012 Erosion Control Blanket 375,000 Sq Yd $________ $_______
0013 Stone Protection
0013A Riprap Type A 5,000 Tons $________ $_______
0013B Riprap Type B 10,000 Tons $________ $_______
0013C Riprap Type C 31,000 Tons $________ $_______
0013D Spalls 28,000 Tons $________ $_______
0013E Bedding 23,000 Tons $________ $_______
0014 Drainage Structure Sta. 357+40 Removal Job L.S. ------ $_______
00 11 00 Page 4
0015 Drainage Structure Sta. 654+50 - Job L.S. ------ $_______ Removal/Replacement
0016 Drainage Structure Sta. 673+45, 115� Rt. Job L.S. ------ $_______ Removal/Install
0017 Drainage Structure Sta. 673+60, 150� Lt. Job L.S. ------ $_______ Removal
0018 Drainage Structure Sta. 673+80, 430� Lt. Job L.S. ------ $_______
0019 Install Relief Well Manholes and Job L.S. ------ $_______ Removal Appurtenances
0020 Anchor Reinforced Vegetation System Job L.S. ------ $_______
Subtotal Bid Items No. 0001 � 0020) $__________________
DAMAGE REPAIRS STA. 272+91.27TO 329+00, 381+00 to 494+50, 496+50 to 546+00, and 550+00 to 590+00
0021 Tilling - Riverside Regrading 280,000 Sq. Ft. $________ $_______
0022 Riverside and Landside 23,000 Linear $________ $_______ Levee Toe Repairs Feet
0023 Riverside and Landside 840,000 Sq. Ft. $________ $_______
Levee Side Slope Repairs
0024 Levee Crest Erosion Repairs Grading 5,000 Linear $________ $_______ Feet
0025 Landside Seepage Berm Repairs 450,000 Sq. Ft. $________ $_______
0026 Existing Toe Trench Drain Cover 8,700 Linear $________ $_______ Sediment Removal Feet
Sub Total (Bid Items No. 0020 � 0026) $__________________
BORROW AREA SITE RESTORATIONS
0027 R562 Riverside Sand Borrow Site Job L.S. ------ $_______ Clearing & Grubbing, and Stripping
00 11 00 Page 5
0028 Upper Hamburg Bend Sand Borrow Sites Job L.S. ------ $_______ Clearing & Grubbing, and Stripping
0029 South Nishnabotna Bend Sand & Cohesive Job L.S. ------ $_______ Borrow Sites Clearing & Grubbing, and Stripping
0030 Private Topsoil Borrow Site Job L.S. ------ $_______ Clearing & Grubbing, and Stripping
0031 Private Cohesive Borrow Site Job L.S. ------ $_______ Clearing & Grubbing, and Stripping
0032 Private Camp Creek Surface Sand, and Topsoil Job L.S. ------ $_______ and Sand Stockpiles Borrow Site Restorations
0033 North Nishnabotna Bend Surface Sand Job L.S. ------ $_______ Borrow Site Restoration
0034 Upper Hamburg Bend Sand Borrow Sites Job L.S. ------ $_______ Restoration
0035 South Nishnabotna Bend Sand & Cohesive Job L.S. ------ $_______ Borrow Area Site Restoration
0036 Private Topsoil Borrow Site Job L.S. ------ $_______ Restoration
0037 Private Cohesive Borrow Site Job L.S. ------ $_______ Restoration
0038 All Remaining Work (excluding
Bid Items No. 0001 thru 0037) Job L.S. ------ $_______
TOTAL AMOUNT (Basic Bid Items No. 0001 thru 0038) $__________________
OPTION 1 - R562 Drainage Structure Sta. 673+45. 115� Rt.
0016A Drainage Structure Sta. 673+45, 115� Rt. Job L.S. ------ $_______ Removal/Install
TOTAL AMOUNT OPTION 1 Bid Items No. 0016A $__________________
00 11 00 Page 6
OPTION 2 - R562 Drainage Structure Sta. 673+80. 430� Lt.
0018A Drainage Structure Sta. 673+80, 430� Lt. Job L.S. ------ $_______
TOTAL AMOUNT OPTION 2 Bid Items No. 0018A $__________________
Notes for Bidding Schedule (BASIC and OPTIONS)
1. Bid prices must be entered for all items of the schedule. Total amount bids submitted without bid prices being entered on individual items will be rejected. Extensions will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered the bid. In case of variation between the individual bid item prices and the total amount, the individual bid prices will be considered the bid.
2. See SECTION 00 21 00 INSTRUCTIONS, CONDITIONS, & NOTICES TO BIDDERS for evaluation of the options. The Government reserves the right to exercise the options within 90 days after issuance of Notice to Proceed.
3. A modification to a bid, which provides for a single adjustment to the total amount bid, should state the application of the adjustment to each respective unit price and lump sum price affected. If the modification is not so apportioned, the single adjustment will be applied to Basic Bid Item No. 38
4. Reference Specification Section 01 22 00.00 10 MEASUREMENT AND PAYMENT, for additional information on bid items.
5. Bid quantities included on this bid sheet have been calculated by the Government. The Contractor shall be responsible for proving any discrepancy between bid and actual quantities during construction by performing before and after surveys, and submitting this information to the Government.
File details come from the government source that posted it. Updated .