AMD 0008 R562Bid_Schedule 9.24.2025.pdf

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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 175,000 C.Y. $________ $_______

0008 Cohesive Fill

0008AA Compacted Embankment 555,000 C.Y. $________ $_______

0008AB Topsoil Fill 78,000 C.Y. $________ $_______ 0009 Topsoil 150,000 C.Y. $________ $_______

0010 Surfacing

0010AA Gravel Surfacing 24,000 Tons $________ $_______

0010AB Trail Gravel Surfacing 500 Tons $________ $_______

0011 Seeding & Mulching 150 Acres $________ $_______

0012 Erosion Control Blanket 375,000 Sq Yd $________ $_______

0013 Stone Protection

0013AA Riprap Type A 5,000 Tons $________ $_______

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0013AB Riprap Type B 10,000 Tons $________ $_______

0013AC Riprap Type C 31,000 Tons $________ $_______

0013AD Spalls 28,000 Tons $________ $_______

0013AE Bedding 23,000 Tons $________ $_______

0014 Drainage Structure Sta. 357+40 Removal Job L.S. ------ $_______

0015 Drainage Structure Sta. 654+50 - Job L.S. ------ $_______ Removal/Replacement

0016 Drainage Structure Sta. 673+45, 115’ Rt. Job L.S. ------ $_______ Removal/Install Using Salvaged Pipe Sections

0017 Drainage Structure Sta. 673+60, 150’ Lt. Job L.S. ------ $_______ Removal

0018 Drainage Structure Sta. 673+80, 430’ Lt. Job L.S. ------ $_______ Using Salvaged Pipe Sections

0019 Relief Wells

0019AA Existing Relief Well Manhole 31 Each. $________ $_______ Removals

0019AB Installation of Relief Well Manholes 21 Each. $________ $_______ and 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 $________ $_______

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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 North Nishnabotna Surface Sand Borrow Site Job L.S. ------ $_______ Clearing & Grubbing, and Stripping

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. ------ $_______

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TOTAL AMOUNT (Basic Bid Items No. 0001 thru 0038) $__________________

OPTION 1 - R562 Drainage Structure Sta. 673+45. 115’ Rt.

0016AA Drainage Structure Sta. 673+45, 115’ Rt. Linear 66’ $________ $_______ New Pipe Sections Feet

TOTAL AMOUNT OPTION 1 Bid Items No. 0016AA $__________________

OPTION 2 - R562 Drainage Structure Sta. 673+80. 430’ Lt.

0018AA Drainage Structure Sta. 673+80, 430’ Lt. Linear 95’ $________ $_______ New Pipe Sections Feet

TOTAL AMOUNT OPTION 2 Bid Items No. 0018AA $__________________

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 360 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

00 11 00 Page 7 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.