Attachment 1 Brevoort Schedule of Items.xlsx
XLSX spreadsheet 16 KB Posted
- Solicitation number
- 12445525R0012
- Issued by
-
Department of Agriculture Forest Service
About this file
This file is a Schedule of Items (Attachment 1) for a bridge replacement project in Mackinac County, Michigan, issued by the U.S. Forest Service. The project involves removing the existing concrete bridge and replacing it with a 36' long x 18' wide timber bridge with steel pile abutments at the West end of Dam Road (FR3303), approximately 2.6 miles west of Brevoort Lake Road in the St. Ignace Ranger District.
The detailed schedule includes 47 line items covering various construction activities such as mobilization, surveying, excavation, pile driving, structural steel work, roadway preparation, erosion control, and landscaping. The estimated quantities range from 4 guardrail terminals to 640 square yards of topsoil placement, with most items currently priced at zero. The contract allows for optional bid items to be awarded based on available funds, and all incidental work not specifically listed is considered part of the base contract. The project follows the Standard Specifications for Construction of Roads and Bridges on Federal Highway Project FP-14 edition.
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Text version
Table 1
PART I - SCHEDULE OF ITEMS
SECTION B – SERVICES AND PRICES
FR 3303-2.6 over Brevoort River Bridge Replacement St. Ignace Ranger District Hiawatha National Forest Mackinac County, Michigan
| 0001 SCHEDULE OF ITEMS | ||||||
| LINE ITEM | ITEM NO. | DESCRIPTION | PAY UNIT | EST. QTY. | UNIT PRICE | TOTAL PRICE |
| 0001AA | 15101 | Mobilization | Lump Sum | 1 | 0 | |
| 0001AB | 15201 | Construction Survey and Staking, Method 1, Tolerance Class C | Lump Sum | 1 | 0 | |
| 0001AC | 15702 | Silt Fence | Foot | 300 | 0 | |
| 0001AD | 15712 | Turbidity Curtain | Square Yard | 46 | 0 | |
| 0001AE | 20102 | Clearing and Grubbing, Disposal Method F | Acre | 0.1 | 0 | |
| 0001AF | 20304 | Removal of Old Structure, Disposal Method A | Lump Sum | 1 | 0 | |
| 0001AG | 20401 | Roadway Excavation, Compaction Method B, Finishing Method A | Cubic Yard | 412 | 0 | |
| 0001AH | 20411 | Embankment Construction, CIP | Cubic Yard | 68 | 0 | |
| 0001AJ | 20801 | Structure Excavation | Cubic Yard | 275 | 0 | |
| 0001AK | 20803 | Structural Backfill | Cubic Yard | 120 | 0 | |
| 0001AL | 25101 | Riprap, Class III, Machine Placed | Cubic Yard | 62 | 0 | |
| 0001AM | 25116 | Geotextile, Type III, Class I | Square Yard | 140 | 0 | |
| 0001AN | 30103 | Aggregate Base, Grading D, Compaction Method D | Cubic Yard | 125 | 0 | |
| 0001AP | 30107 | Subbase, Grading B, Compaction, Method D | Cubic Yard | 187 | 0 | |
| 0001AQ | 55101 | 10 inch Galv Steel Piles, Furn and Driven | Foot | 594 | 0 | |
| 0001AR | 55106 | Steel Splice | Each | 16 | 0 | |
| 0001AS | 55151 | Furnish Pile Driving Equipment | Lump Sum | 1 | 0 | |
| 0001AT | 55501 | Structural Steel Plate, Fabricate, Furnish and Erect | Pound | 495 | 0 | |
| 0001AU | 55706 | Treated Structural Timber, Superstructure and Substructure | Lump Sum | 1 | 0 | |
| 0001AV | 60501 | Underdrain System, 6 inch | Foot | 100 | 0 | |
| 0001AW | 62403 | Furnishing and Placing Topsoil, 3-inch | Square Yard | 640 | 0 | |
| 0001AX | 62503 | Seeding, Dry Method | Lump Sum | 1 | 0 | |
| 0001AY | 62509 | Mulching, Dry Method | Lump Sum | 1 | 0 | |
| 0001AZ | 62901 | Rolled Erosion Control Product, Type 2.D | Square Yard | 640 | 0 | |
| 0001BA | 63301 | Signs, Type III Sheeting | Square foot | 18 | 0 | |
| 0001BB | 63306 | Post, Wood, 4-inch x 4-inch | Foot | 60 | 0 | |
| 0001BC | 63307 | Object Markers, Type 3 | Each | 4 | 0 | |
| 0001BD | 63501 | Temporary Traffic Control | Lump Sum | 1 | 0 | |
| 0001 Item total | 0 |
| 1001 ALTERNATE- SCHEDULE OF ITEMS | ||||||
| LINE ITEM | ITEM NO. | DESCRIPTION | PAY UNIT | EST. QTY. | UNIT PRICE | TOTAL PRICE |
| 1001AA | 40312 | Asphalt Cement, Michigan State DOT Grade 4EL | Ton | 60 | 0 | |
| 1001AB | 61702 | Guardrail, Flared End Terminal | Each | 4 | 0 | |
| 1001AC | 61706 | Guardrail Anchorage, T2 | Each | 4 | 0 | |
| 1001 Item total | 0 |
0001 and 1001 Item total combined 0
B-1 - 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.
File details come from the government source that posted it. Updated .