Attachment 001 - Bid Schedule.docx
DOCX document 25 KB Posted
- Attached to
- French Hazard WUI Project Road Improvements
- Solicitation number
- 1282B124R0026
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a Bid Schedule for the French Hazard Wildland Urban Interface (WUI) Road Improvements project, Solicitation No. 1282B124R0026. The project involves road construction and reconstruction on approximately 10 miles of system roads in the West Mountain Geographic area near Cascade, Idaho, to facilitate future vegetation and prescribed fire treatment activities.
The Bid Schedule provides a list of bid items, including mobilization, clearing and grubbing, roadway excavation and embankment, installation of culverts, roadway reconditioning, and optional items such as placing surface course aggregate and rock pulverization. Contractors are required to provide unit prices for each bid item. The project also includes the construction of a new 2.4-mile road (435A8) designated for administrative use only. The Bid Schedule provides detailed information on the quantities and specifications for the required work. Contractors are advised that payment for bond premiums should be included under the mobilization item.
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Attachment 001 – Bid Schedule Solicitation No: 1282B124R0026 Project Name - BOISE FRENCH HAZARD WUI ROAD IMPROVEMENTS
BID SCHEDULE
French Hazard WUI Road Improvements
Bid Schedule for NFSR 435
ITEM
NO.
DESCRIPTION
PAY
UNIT
QTY.
UNIT
PRICE
TOTAL
PRICE
| 1 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 2 |
| Clearing and Grubbing, Disposal Method (F) for Brush, Tops and Limbs, Logs and Stumps. Disposal Method (I) for Logs Meeting Utilization Standards |
| Mile |
| 4.54 |
| $ |
| $ |
| 3 |
| Removal of Structure, Disposal Method A |
| EA |
| 9 |
| $ |
| $ |
| 4 |
| Roadway Excavation and Embankment, Placement Method 3 |
| Mile |
| 4.54 |
| $ |
| $ |
| 5 |
| Construct Outsloped Grade Dip |
| EA |
| 2 |
| $ |
| $ |
| 6 |
| Place Rip Rap, Class 3 (Commercial Source) |
| CY |
| 10 |
| $ |
| $ |
| 7 |
| Place and Compact Ditch Armor, 4" Minus (Commercial Source), Placement Method 3 |
| CY |
| 47 |
| $ |
| $ |
| 8 |
| Roadway Reconditioning, Placement Method 3 |
| Mile |
| 4.54 |
| $ |
| $ |
| Install 18 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 202 |
| $ |
| $ |
| 10 |
| Install 24 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 40 |
| $ |
| $ |
| 11 |
| Install 48 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 100 |
| $ |
| $ |
| 12 |
| Install 60 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 50 |
| $ |
| $ |
| 13 |
| Furnish and Install Delineation Markers, 4"x 4" Type 3 Retroreflective (2 Markers Per Post) |
| EA |
| 36 |
| $ |
| $ |
| TOTAL: |
| $ |
OPTIONAL BID ITEMS
| 14 |
| Place and Compact 4" Layer of Surface Coarse Aggregate, 3/4" Minus (Placement Method 3 (Commercial Source) |
| CY |
| 785 |
| $ |
| $ |
| 15 |
| Roadway Reconditioning, Rock Pulverization, Placement Method 3 |
| Mile |
| 3.53 |
| $ |
| $ |
| TOTAL: |
| $ |
Bid Schedule for NFSR 435A
ITEM
NO.
DESCRIPTION
PAY
UNIT
QTY.
PRICE
TOTAL
PRICE
| 16 |
| Clearing and Grubbing, Disposal Method (F) for Brush, Tops and Limbs, Logs and Stumps. Disposal |
Method (I) for Logs Meeting Utilization Standards
| Mile |
| 0.29 |
| $ |
| $ |
| 17 |
| Roadway Excavation and Embankment, Placement Method 3 |
| Mile |
| 0.29 |
| $ |
| $ |
| 18 |
| Place Riprap, Class 3 (Commercial Source) |
| CY |
| 20 |
Place and Compact 4" Layer of Surface Coarse Aggregate, 3/4" Minus, Placement Method 3 (Commercial Source)
| CY |
| 300 |
| $ |
| $ |
| 20 |
| Roadway Reconditioning |
| Mile |
| 0.29 |
| $ |
| $ |
| 21 |
| Install 18 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| $ |
| $ |
| 22 |
| Install 24 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| $ |
| $ |
| 22 |
| Furnish and Install Road Closure Device, |
Type 16' Stock Gate
| Each |
| 1 |
| $ |
| $ |
| TOTAL: |
| $ |
Bid Schedule for NFSR 438
NO.
DESCRIPTION
PRICE
TOTAL
PRICE
| 23 |
| Clearing and Grubbing, Disposal Method (F) for Brush, Tops and Limbs, Logs and Stumps. Disposal Method (I) for Logs Meeting Utilization Standards |
| Mile |
| 4.78 |
| $ |
| $ |
| 24 |
| Remove of Structure, Disposal Method A |
| Each |
| 1 |
| $ |
| $ |
| 25 |
| Roadway Excavation and Embankment, Placement Method 3 |
| Mile |
| 4.78 |
| $ |
| $ |
| 26 |
| Construct Outsloped Grade Dip |
| Each |
| 1 |
| $ |
| $ |
| 27 |
| Roadway Reconditioning |
| Mile |
| 4.78 |
| $ |
| $ |
| 28 |
| Install 18 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 108 |
| $ |
| $ |
| TOTAL: |
| $ |
Bid Schedule for NFSR 435A8
NO.
DESCRIPTION
PRICE
TOTAL
PRICE
| 29 |
| Construct Outsloped Grade Dip |
| Each |
| 10 |
| $ |
| $ |
| 30 |
| Furnish and Install Geosynthetic Material |
| SY |
| 3500 |
| $ |
| 31 |
| Linear Grading |
| Mile |
| 2.36 |
| $ |
| $ |
| 32 |
| Place and Compact 6" Layer of Crushed Aggregate, 4" Minus (Commercial Source), Placement Method 3 |
| CY |
| 600 |
| $ |
| $ |
| 33 |
| Install 18 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 800 |
| $ |
| $ |
| 34 |
| Install 42 Inch Corrugated Steel Pipe, 0.065 Inch Thickness, Compaction Method 6 |
| LF |
| 80 |
| $ |
| $ |
| 35 |
| Seeding, Dry Method with Mulch |
| Acre |
| 1.43 |
| $ |
| $ |
| TOTAL: |
| $ |
The offeror shall insert a quote in the Bid Schedule opposite each pay name listed in the Schedule. A quote is not to be tendered for any item not listed. All other items not listed are incidental to one of the items listed above. Offeror is to provide any necessary information with the quote necessary for the Contracting Officer to made a fair and reasonable determination. If the information provided is not sufficient, the Contracting Officer reserves the right to request additional information in order to make a fair and reasonable determination.
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.
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