Att. 2 Hickey Martin Dam Removal SOI 240228.pdf

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Hoosier National Forest - Hickey-Martin Dam Removal Aquatic Organism Passage
Solicitation number
12445524B0005
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About this file

This document is a Schedule of Items for the Hickey Martin Dam Removal project, which is part of a federal contract opportunity. The scope of work includes site mobilization, construction surveying, soil erosion and pollution control, slope and floodplain stabilization, clearing and grubbing, removal of existing structures, excavation and disposal of unsuitable materials, dewatering, access road reconditioning, equipment rental, seeding, and various stream simulation and bank reconstruction activities.

The estimated quantities and unit prices are provided for each pay item. The base bid total is included, along with four optional items related to additional equipment rental and stream simulation work. No specific response or award dates are provided. This document appears to be a pricing schedule template for the contractor to submit their pricing.

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Hickey Martin Dam Removal Section B

Pg. 1

SECTION B SCHEDULE OF ITEMS

HICKEY MARTIN DAM REMOVAL

Brownstown Rangers District

Hoosier N.F.

Indiana

BASE ESTIMATE

Pay

Item Description Method of

Measurement Estimated

Qty Unit Unit Price

Total Price

151(01) Mobilization and Demobilization LSQ 1 LS $_________ $________

152(01) Construction Survey and Staking Method 1 LSQ 1 LS $_________ $________

157(13) Soil Erosion and Pollution Control LSQ 1 LS $_________ $________

157(21) Slope and Floodplain Stabilization Furnish and Install NAG C700g coir fabric

C.Q. 3210 SQYD $_________ $________

201(01) Clearing and grubbing C.Q. 1.6 ACRE $_________ $________

203(04) Removal of Structures (Remaining Concrete Spillway, Abutment, Rubble, and Concrete Materials)

LSQ 1 LS $_________ $________

204(14) Excavation and Disposal of Unsuitable Materials C.Q. 9447 CY $_________ $________

208(20) Dewatering LSQ 1 LS $_________ $________

303(30) Access road reconditioning and furnish and place timber mats LSQ 1 LS $_________ $________

622(01) Equipment Rental w/ operator (Excavator with hydraulic thumb) 55,000 to 70,000 lb operating weight

A.Q. 36 HOUR $_________ $________

625(01) Seeding, Dry method LSQ 1.6 LS $_________ $________

648(01) Stream Simulation Bed Class A Furnish and place stream sim bed materials (sta. 338 to sta 1500)

C.Q. 1879 CY $_________ $________

648(02) Stream Simulation Bed Class B Furnish and place cobble bank toe Sta 338 to Sta. 1500

C.Q. 221 CY $_________ $________

648(03) Furnish and Place Riffle Roughness Class CR-1 rock (8” to 12” Dia.) C.Q. 463 Each $_________ $________

648(04) Furnish and Place Riffle Roughness Class CR-4 rock (20” to 26” Dia.) C.Q. 179 each $_________ $________

648(05) Floodplain and Bank Reconstruction Floodplain Fill Gradation C.Q. 1243 CY $_________ $________

Hickey Martin Dam Removal Section B

Pg. 2

Pay Item Description

Method of Measurement

Estimated Qty Unit

Unit Price

Total Price

648(06) Tree Mobilization to work sites LSQ 1 LS $_________ $________

Base Bid Total

OPTION ITEMS

OPTION ITEM1

622(01) Equipment rental – hydraulic excavator with hydraulic thumb (55,000 to 70,000 lb operating weight)

A.Q. 10 Hour $_________ $________

OPTION ITEM2

648(01) Stream Simulation Bed Class A Furnish and place stream sim bed materials

C.Q. 100 CY $_________ $________

OPTION ITEM3

648(03) Furnish and Place Riffle Roughness Class CR-1 rock (8” to 12” Dia.) C.Q. 100 Each $_________ $________

OPTION ITEM4

648(04) Furnish and Place Riffle Roughness Class CR-4 rock (20” to 26” Dia.) C.Q. 20 Each $_________ $________

Unit abbreviations are defined as: LS – Lump Sum; CY - Cubic Yard; SQYD - Square Yard.

Contractor Name:_____________________________________________

Contractor Unique Entity ID:____________________________________

Contractor Signature:__________________________________________

File details come from the government source that posted it. Updated .