Attach A - FR 135 Tea Creek Campground Bid Sheet.xlsx
XLSX spreadsheet 13 KB Posted
- Solicitation number
- 12445525R0018
- Issued by
-
Department of Agriculture Forest Service
About this file
This file is a bid sheet for the Tea Creek Campground Bridge Replacement project, issued by the Department of Agriculture Forest Service under solicitation number 12445525R0018. The comprehensive bid sheet details 45+ line items for bridge construction, including mobilization, construction survey, excavation, roadway work, concrete structures, asphalt pavement, erosion control, and associated infrastructure elements. Key construction activities encompass bridge structure installation, micro piling, roadway subbase and aggregate preparation, guardrail installation, riprap armoring, and environmental mitigation tasks such as fish relocation, candy darter monitoring, and stream rehabilitation.
The project involves constructing a two-span box beam bridge system on Forest Road 135, with extensive technical specifications for each line item. The bid sheet provides quantities for each construction element, such as 852 cubic yards of embankment, 184 cubic yards of structural concrete, 720 feet of precast prestressed concrete box beams, and 17,543 pounds of epoxy-coated reinforcing steel. All line items currently show zero pricing, indicating this is a template for contractors to complete their cost proposal. Environmental and technical considerations are prominent, with specific provisions for turbidity monitoring, in-channel perimeter control, and precise construction methodologies.
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Text version
Sheet1
| Line Item | Spec Item | Item Description | Unit | Unit Quan | Unit Price | Total Price |
| 0001 | Tea Creek Bridge Project | |||||
| 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 Sock, 8” Minimum | Foot | 840 | 0 | |
| 0001AD | 20102 | Clearing and Grubbing, Disposal Method F | Acre | 0.3 | 0 | |
| 0001AE | 20304 | Removal of Old Structure, Disposal Method A | Lump Sum | 1 | 0 | |
| 0001AF | 20401 | Roadway Excavation, Compaction Method B, Finishing Method A | Cubic Yard | 205 | 0 | |
| 0001AG | 20411 | Embankment, Placement Method 1 | Cubic Yard | 852 | 0 | |
| 0001AH | 20801 | Structure Excavation | Cubic Yard | 448 | 0 | |
| 0001AJ | 20803 | Structure Backfill | Cubic Yard | 403 | 0 | |
| 0001AK | 20815 | Cofferdam | Lump Sum | 1 | 0 | |
| 0001AL | 20820 | Dewatering | Lump Sum | 1 | 0 | |
| 0001AM | 20900 | Rock Excavation | Cubic yard | 20 | 0 | |
| 0001AN | 25101 | Riprap, Class V, Machine Placed | Cubic yard | 969 | 0 | |
| 0001AP | 0 | |||||
| 0001AQ | 30107 | Subbase, Grading B, Compaction Method D | Cubic Yard | 655 | 0 | |
| 0001AR | 40312.1 | Asphalt Cement, WV Base 1 | Ton | 240 | 0 | |
| 0001AS | 0 | |||||
| 0001AT | 41301 | Asphalt Pavement Milling | Square Yard | 1127 | 0 | |
| 0001AU | 41403 | Joint Sealant, Hot Poured Rubber | Foot | 37 | 0 | |
| 0001AV | 41406 | Saw Cutting and Joint Sealing | Foot | 36 | 0 | |
| 0001AW | 55103 | Micropile, Load Test | Each | 2 | 0 | |
| 0001AX | 55151 | Furnish Pile Driving Equipment | Lump Sum | 1 | 0 | |
| 0001AY | 55201 | Structural Concrete Class A | Cubic Yard | 184 | 0 | |
| 0001AZ | 55210 | Tremie Concrete | Cubic Yard | 22 | 0 | |
| 0001BA | 55302 | Precast, Prestressed Concrete Box Beam | Foot | 720 | 0 | |
| 0001BB | 55404 | Epoxy Coated Reinforcing Steel | Pound | 17543 | 0 | |
| 0001BC | 55601 | Bridge Railing | Foot | 250 | 0 | |
| 0001BD | 56401 | Bearing Device | Each | 24 | 0 | |
| 0001BE | 56701 | Micropile | Foot | 513 | 0 | |
| 0001BF | 58701 | Post-Tensioning System | Lump Sum | 1 | 0 | |
| 0001BG | 60501 | Underdrain System, 6 inch | Foot | 100 | 0 | |
| 0001BH | 61702 | Guardrail, Flared End Terminal | Each | 4 | 0 | |
| 0001BJ | 61706 | Guardrail Anchorage | Each | 4 | 0 | |
| 0001BK | 62404 | Placing Conserved Topsoil, 3 Inch | Square Yard | 1130 | 0 | |
| 0001BL | 62503 | Seeding, Hydraulic OR Dry Method | Lump Sum | 1 | 0 | |
| 0001BM | 62509 | Mulching, Hydraulic OR Dry Method | Lump Sum | 1 | 0 | |
| 0001BN | 62901 | Rolled Erosion Control Product, Type 2.D | Square Yard | 1130 | 0 | |
| 0001BP | 63305 | Post, Steel, 3 LB | Foot | 40 | 0 | |
| 0001BQ | 63306 | Object Markers, Type 3 (Black and yellow) | Each | 4 | 0 | |
| 0001BR | 63501 | Temporary Traffic Control | Lump Sum | 1 | 0 | |
| 0001BS | SPS | Temporary Construction Pad | Lump Sum | 1 | 0 | |
| 0001BT | SPS | Biological Mitigations | Lump Sum | 1 | 0 | |
| 0001BU | 30103 | Aggregate Base, Grading D, Compaction Method D | Cubic Yard | 355 | 0 | |
| 0001BV | 40312.2 | Asphalt Cement, Wearing IV | Ton | 120 | 0 | |
| 0001BW | 61701 | Guardrail, Class I | Foot | 320 | 0 | |
| 0001 | Tea Creek Bridge Project TOTAL | 0 |
| Submitted by (Print Name): |
| Signature: |
| Company: |
| SAM UEI: |
File details come from the government source that posted it. Updated .