Updated_Attachment_10_-_Price_Schedule_0002.xlsx
XLSX spreadsheet 38 KB Posted
- Attached to
- GAOA SOUTH PRYOR ROADS
- Solicitation number
- 140L3626R0001
About this file
This is a Price Schedule for the GAOA South Pryor Roads construction project solicitation managed by the Department of Interior, Bureau of Land Management (BLM), Montana State Office. The schedule presents a firm fixed price structure for road restoration work across approximately 13 miles of Gyp Springs and Helt Roads in Carbon County, Montana, organized into a base requirement and four additive options.
The base requirement covers approximately 6 miles of work and includes eight line items: mobilization, contractor survey and staking, contractor sampling and testing, temporary traffic control, temporary erosion control, linear grading (31,680 linear feet), crushed aggregate surfacing Grade 2 (7,829 yards), and reclamation/seeding. Four additive options are available for phased expansion: Additive 1 (2 miles), Additive 2 (1 mile), Additive 3 (1.94 miles), and Additive 4 (1.5 miles), each with identical line item categories scaled proportionally to their respective mileages. All unit costs and total costs are shown as $0, indicating this is a blank template awaiting contractor pricing submission. The contract magnitude is between $500,000 and $1,000,000 with a firm fixed price, single award structure. Offerors must submit questions by August 10, 2026 at 1:00 p.m. Mountain Time, and are strongly encouraged to conduct site visits to understand local conditions and work requirements.
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Table 1
| Price Schedule | ||||||
| Project Description | ||||||
| GAOA South Pryor Road | ||||||
| BASE REQUIREMENT | ||||||
| Line Item No. | Pay Item Number | Pay Item Description | Unit | Quantity | Unit Cost | Total Cost |
| 1 | 151(01) | Mobilization | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 2 | 152(01) | Contractor Survey and Staking | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 3 | 154(01) | Contractor Sampling and Testing | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 4 | 156(01) | Temporary Traffic Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 5 | 157(01) | Temporary Erosion Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 6 | 212(01) | Linear Grading | LINEAR FOOT | 31680 | $ - 0 | $ - 0 |
| 7 | 302(01) | Crushed Aggregate Surfacing Grade 2 | YARDS | 7829 | $ - 0 | $ - 0 |
| 8 | 625(01) | Reclamation/Seeding | LUMP SUM | 1 | $ - 0 | $ - 0 |
| ADDITIVE 1 (2 MILES) | ||||||
| 1 | 151(01) | Mobilization | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 2 | 152(01) | Contractor Survey and Staking | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 3 | 154(01) | Contractor Sampling and Testing | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 4 | 156(01) | Temporary Traffic Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 5 | 157(01) | Temporary Erosion Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 6 | 212(01) | Linear Grading | LINEAR FOOT | 10560 | $ - 0 | $ - 0 |
| 7 | 302(01) | Crushed Aggregate Surfacing Grade 2 | YARDS | 2002 | $ - 0 | $ - 0 |
| 8 | 625(01) | Reclamation/Seeding | LUMP SUM | 1 | $ - 0 | $ - 0 |
| ADDITIVE 2 (1 MILES) | ||||||
| 1 | 151(01) | Mobilization | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 2 | 152(01) | Contractor Survey and Staking | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 3 | 154(01) | Contractor Sampling and Testing | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 4 | 156(01) | Temporary Traffic Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 5 | 157(01) | Temporary Erosion Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 6 | 212(01) | Linear Grading | LINEAR FOOT | 5280 | $ - 0 | $ - 0 |
| 7 | 302(01) | Crushed Aggregate Surfacing Grade 2 | YARDS | 1001 | $ - 0 | $ - 0 |
| 8 | 625(01) | Reclamation/Seeding | LUMP SUM | 1 | $ - 0 | $ - 0 |
| ADDITIVE 3 (1.94 MILE) | ||||||
| 1 | 151(01) | Mobilization | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 2 | 152(01) | Contractor Survey and Staking | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 3 | 154(01) | Contractor Sampling and Testing | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 4 | 156(01) | Temporary Traffic Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 5 | 157(01) | Temporary Erosion Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 6 | 212(01) | Linear Grading | LINEAR FOOT | 10232 | $ - 0 | $ - 0 |
| 7 | 302(01) | Crushed Aggregate Surfacing Grade 2 | YARDS | 1940 | $ - 0 | $ - 0 |
| 8 | 625(01) | Reclamation/Seeding | LUMP SUM | 1 | $ - 0 | $ - 0 |
| ADDITIVE 4 (1.5 MILE) | ||||||
| 1 | 151(01) | Mobilization | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 2 | 152(01) | Contractor Survey and Staking | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 3 | 154(01) | Contractor Sampling and Testing | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 4 | 156(01) | Temporary Traffic Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 5 | 157(01) | Temporary Erosion Control | LUMP SUM | 1 | $ - 0 | $ - 0 |
| 6 | 212(01) | Linear Grading | LINEAR FOOT | 7920 | $ - 0 | $ - 0 |
| 7 | 302(01) | Crushed Aggregate Surfacing Grade 2 | YARDS | 1502 | $ - 0 | $ - 0 |
| 8 | 625(01) | Reclamation/Seeding | LUMP SUM | 1 | $ - 0 | $ - 0 |
| Base Requirement Total | ||||||
| Base Requirement | $ - 0 |
| Additive Totals | |||
| Additive # | Description | Total | |
| 1 | ADDITIVE 1 (2 MILES) | $ - 0 | |
| 2 | ADDITIVE 2 (1 MILES) | $ - 0 | |
| 3 | ADDITIVE 3 (1.94 MILE) | $ - 0 | |
| 4 | ADDITIVE 4 (1.5 MILE) | $ - 0 | |
| Total Additive Cost | $ - 0 |
Grand Total Price $ - 0 image1.png
File details come from the government source that posted it. Updated .