Huntington Ravine Trail Bridge Schedule of Items.pdf
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- Solicitation number
- 12445525B0013
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a Schedule of Items (Section B - Services and Prices) for bridge replacement project in the Androscoggin Ranger District of White Mountain National Forest, Coos County, New Hampshire. The project involves replacing bridges at Huntington Ravine #1-#5 and includes multiple construction activities such as mobilization, survey and staking, clearing and grubbing, excavation, structural steel and timber work, geotextile installation, aggregate base preparation, underdrain system installation, topsoil placement, seeding, mulching, signage, and trail closure. The contract uses the Standard Specifications for Construction of Roads and Bridges on Federal Highway Project FP-14 edition, with quantities specified for various construction elements including structural steel (16,013 pounds), substructure steel (15,238 pounds), structure excavation (178 cubic yards), and silt sock (218 linear feet). Optional bid items may be awarded based on available funds, and the contractor is required to provide pricing for all items.
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PART I - SCHEDULE OF ITEMS
SECTION B – SERVICES AND PRICES
Huntington Ravine #1-#5
Bridge Replacements
Androscoggin Ranger District White Mountain National Forest
Coos County, New Hampshire
B- 1 - SCHEDULE OF ITEMS
ITEM
NO.
DESCRIPTION
PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
15101 Mobilization
Lump Sum 1
15201 Construction Survey and Staking, Method 1, Tolerance Class C Lump Sum 1 $________ $________
15702 Silt Sock
Linear Foot 218
15705 Earth Berms Foot 30
20102 Clearing and Grubbing, Disposal Method A
20304 Removal of Old Structure, Portions, Disposal Method A
20401 Trail Excavation, Compaction Method B
Cubic Yard 4
20801 Structure Excavation
Cubic Yard 178
20803 Structural Backfill Cubic Yard 24 $________ $________
20803.1 Salvage Backfill, Compaction Method 7 Cubic Yard 67 $________ $________
25101 Riprap, Class VI, Machine Placed
Cubic Yard 155
25116 Geotextile, Type III, Class I Square Yard 160 $________ $________
30103 Aggregate Base, Grading D, Compaction Method B Cubic Yard 22
55501 Structural Steel, Galv, Furnished, Fabricated and Erected Pounds 16013 $________ $________
55501.1 Substructure Steel, Salvaged, Modified, and Erected Pounds 15238 $________ $________
55704 Treated Structural Timber Lump Sum 1 $________ $________
60501 Underdrain System, 6 Inch Linear Foot 120 $________ $________
62403 Placing Conserved Topsoil, 3 Inch Square Yard 31 $________ $________
62503 Seeding, Hydraulic or Dry Method Lump Sum 1 $________ $________
62509 Mulching, Hydraulic or Dry Method Lump Sum 1 $________ $________
62901 Rolled Erosion Control Product, Type 2.D With Natural Netting Square Yard 31 $________ $________
63301 Signs, Type III Sheeting Square foot 21 $________ $________
63306 Post, Steel 3 lb Linear Foot 120 $________ $________
63307 Object markers, Carsonite, High Intensity Reflectivity Each 20
63501 Temporary Trail Closure
Total:
B-2 - NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization.
Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.
1. The Standard Specifications for Construction of Roads and Bridges on Federal Highway Project FP-14 edition has been used for this contract. Copies of this book are available at the USFS engineering office.
2. Optional bid items will only be awarded based on available funds. Zero or all items or a combination of items may be awarded. Contractor shall provide pricing for all optional items.
3. All clearing, grubbing, bedding, borrow, backfill, detours, diversions, signing, and other miscellaneous items not listed above with unique bid items shall be considered incidental to the contract. See 109.05
4. Quantities for aggregate are compacted in place volumes.
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