118 - Noname Creek MP 10.556 - 100 pct Schedule of Items.pdf
PDF 650 KB Posted
- Attached to
- Superior National Forest Trail Bridges
- Solicitation number
- 12445524B0002
- Issued by
-
Department of Agriculture Forest Service
About this file
This solicitation package includes a schedule of items for replacement of the Noname Creek Bridge and details of the related federal contract opportunity. The schedule of items lists estimated quantities, units, and spaces to provide pricing for removal of the old structure, embankment work, excavation, surveying, clearing and grubbing, geotextiles, aggregate base, riprap, structural backfill, seeding, signs, fencing, and traffic control. The related federal contract opportunity is a total small business set-aside under NAICS code 237310 with a $45M size standard. The purpose is to replace three trail bridges in the Superior National Forest. The project scope includes traffic control, demolition of existing bridges, installation of new timber abutments and wing walls, furnishing and placing riprap, geotextiles, aggregate, signs, fencing, seeding disturbed areas, and protecting waterways and wetlands from construction impacts. The bid opening will be held at the specified date and time at the Superior National Forest Supervisors Office in Duluth, Minnesota.
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Text version
PART I - SCHEDULE OF ITEMS
Optional Items
SECTION B – SERVICES AND PRICES
090907-91044-15.556 Over Noname Creek
Bridge Replacement
Tofte Ranger District Superior National Forest Cook County, Minnesota
B- 1 - SCHEDULE OF ITEMS
20304
Removal of Old Structure, Disposal Method A
20411
15702
Embankment, CIP
Silt Sock $________
Acre
Roadway Excavation, Compaction Method B
Cubic Yard
15201 Lump Sum
20401
Foot
Construction Survey and Staking, Method 1, Tolerance Class C
20102 Clearing and Grubbing, Disposal Method A 0.04
Lump Sum
PRICE QTY.
Lump Sum 1 15101 $________ Mobilization
UNIT
ITEM EST. PAY UNIT
NO.
DESCRIPTION
PRICE
TOTAL
25116 24
Treated Structural Timber, Superstructure
Cubic Yard
Lump Sum $________
25101.1 70 $________
Geotextile, Type III, Class I
55704 1 $________
55706 Treated Structural Timber, Substructure
Lump Sum
Cubic Yard $________
1 $________ $________
Aggregate Base, Grading D, Compaction Method B
Square Yard
30103
$________ Riprap, Class II, Machine Placed
20801 Structure Excavation 186
20803 120
Cubic Yard
Cubic Yard
Cubic Yard
25101 Riprap, Class 0, Machine Placed
Structural Backfill
Cubic Yard
46 $________
Approach Rail $________ 61901 $________ Foot 76
10 $________ $________
Square Yard
63301
Seeding, Dry Method
Signs, Type III Sheeting
62503
Square foot
63306 Post, Steel, 3 lb
62403
256 Square Yard
Lump Sum 1
Placing Conserved Topsoil, 3-inch $________
Rolled Erosion Control Product, Type 2.D With Natural Netting 62901 $________
Temporary Traffic Control $________
Object Markers, Type 3 $________
63501 Lump Sum $________
Total:
Each
63307 $________
Foot
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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