Attachment_3_-_Price_Schedule.xlsx
XLSX spreadsheet 38 KB Posted
- Attached to
- GAOA - Glasgow Stream Crossing Improvements Federal contract opportunity
- Solicitation number
- 140L3625R0011
About this file
The file is a Price Schedule for the GAOA - Glasgow Stream Crossing Improvements project, detailing a comprehensive infrastructure construction effort in Valley County, Montana. The project involves stream crossing improvements at three primary locations: Gutshot Dam, Cactus Flats Road, and Triple Crossing Road, with multiple sub-projects including culvert replacements, embankment construction, riprap installation, and dam decommissioning. The price schedule breaks down specific line items with quantities for tasks such as mobilization, excavation, culvert removal, geocell installation, seeding, and temporary traffic control, with detailed unit measurements and quantities for each location.
The associated federal contract opportunity is a small business set-aside construction contract issued by the Department of Interior's Bureau of Land Management, with a project magnitude between $500,000 and $1,000,000. The contract is a firm-fixed-price, single-award construction project using NAICS code 237990 for heavy and civil engineering construction. Key procurement details include a site visit recommendation, questions due by 14 July 2025 at 1:00 pm Mountain Time, and all correspondence to be directed to Contracting Officer Jorge Alvarez via email. The project aims to repair erosion damage, improve drainage, and enhance road stability through culvert replacements and dam-related infrastructure modifications.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Update_Attachment_3_-_Price_Schedule_0003.xlsx | XLSX spreadsheet | |
| Update_Attachment_2_-_Glasgow_Stream_Crossing_Drawings__0003.pdf | ||
| Update_Attachment_1_-_FP14-BLM_Supplemental_Specifications_0003.pdf | ||
| Sol_140L3625R0011_Amd_0003.pdf | ||
| Sol_140L3625R0011_Amd_0002.pdf | ||
| Sol_140L3625R0011_Amd_0001.pdf | ||
| Sol_140L3625R0011.pdf | ||
| Attachment_8_-_SF25_Performance_Bond.pdf | ||
| Attachment_6_-_140L3625R0011_Financial_Responsibility_Required_Documentation.pdf | ||
| Attachment_5_-_140L3625R0011_Past_Performance_Questionnaire.docx | DOCX document | |
| Attachment_9_-_SF25A_Payment_Bond.pdf | ||
| Attachment_2_-_Glasgow_Stream_Crossing_Drawings.pdf | ||
| Attachment_7_-_SF_24_Bid_Bond.pdf | ||
| Attachment_1_-_FP14-BLM_Supplemental_Specifications.pdf | ||
| Attachment_10_-_Wage_Determination.pdf | ||
| Attachment_4_-_140L3625R0011_Reference_List.pdf |
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Text version
Table 1
| Price Schedule | ||||||
| Project Description | ||||||
| Project Consists of stabilization and stream crossing improvements at Gutshot Dam, Cactus Flats Road, and Triple Crossing Road | ||||||
| Gutshot Dam Decommissioning and Low Water Crossing | ||||||
| Line Item No. | Pay Item Number | Pay Item Description | Unit | Quantity | Unit Cost | Total Cost |
| A0001 | 15101-0000 | MOBILIZATION | LPSM | 1 | $ - 0 | $ - 0 |
| A0002 | 15705-0100 | SOIL EROSION CONTROL, SILT FENCE | LNFT | 400 | $ - 0 | $ - 0 |
| A0003 | 20301-1900 | REMOVAL & DISPOSAL OF OUTLET WORKS PIPE CULVERT (48"-60" 'DIA) | LNFT | 280 | $ - 0 | $ - 0 |
| A0004 | 20302-1000 | REMOVAL &DISPOSAL OF FENCE, RAIL | LNFT | 48 | $ - 0 | $ - 0 |
| A0005 | 20303-2900 | REMOVAL OF PAVEMENT, CONCRETE, 12-INCH DEPTH | SQYD | 16 | $ - 0 | $ - 0 |
| A0006 | 20420-0000 | EMBANKMENT CONSTRUCTION (LOW WATER CROSSING) | CY | 380 | $ - 0 | $ - 0 |
| A0007 | 20441-0000 | EXCAVATION & WASTE (ON-SITE) | CUYD | 8200 | $ - 0 | $ - 0 |
| A0008 | 20707-0000 | GEOCELL (12'W X 100L' X 6"D) INSTALLED | SQYD | 120 | $ - 0 | $ - 0 |
| A0009 | 30102-0000 | IMPORTED CRUSHED AGGREGATE (GEOCELL) INSTALLED | CUYD | 25 | $ - 0 | $ - 0 |
| A0010 | 20702-0200 | GEOTEXTILE FABRIC (RIPRAP UNDERLAYMENT) NON-WOVEN, CLASS 1, TYPE B | SQYD | 180 | $ - 0 | $ - 0 |
| A0011 | 21201-0000 | LINEAR GRADING (Scarify 3" depth, grade, and compact) | MILE | 0.4 | $ - 0 | $ - 0 |
| A0012 | 25105-0200 | KEYED RIPRAP, METHOD A, CLASS 2 | CUYD | 90 | $ - 0 | $ - 0 |
| A0013 | 55210-0000 | PRECAST STRUCTURAL CONCRETE (Low Water Crossing Planks) INSTALLED | EACH | 70 | $ - 0 | $ - 0 |
| A0014 | 62510-1000 | SEEDING, DRY METHOD | ACRE | 0.5 | $ - 0 | $ - 0 |
| A0015 | 62901-0000 | ROLLED EROSION CONTROL PRODUCT | SQYD | 2780 | $ - 0 | $ - 0 |
| Gutshot Dam Decommissioning and Low Water Crossing Sub-total | $ - 0 | |||||
| Cactus Flats Road Culvert and Low Water Crossing | ||||||
| B0001 | 15101-0000 | MOBILIZATION | LPSM | 1 | $ - 0 | $ - 0 |
| B0002 | 20301-1900 | REMOVAL & DISPOSAL OF CMP CULVERT (48"-60" 'DIA) | LNFT | 80 | $ - 0 | $ - 0 |
| B0003 | 20441-0000 | EXCAVATION AND WASTE (On-site) | CUYD | 3230 | $ - 0 | $ - 0 |
| B0004 | 20420-0000 | EMBANKMENT CONSTRUCTION | CUYD | 190 | $ - 0 | $ - 0 |
| B0005 | 20465-0000 | CONSERVE AND PLACE BOULDER (ROCK WEIRS) | CUYD | 30 | $ - 0 | $ - 0 |
| B0006 | 20707-0000 | GEOCELL (20'W X 300L' X 6"D) INSTALLED | SQYD | 222 | $ - 0 | $ - 0 |
| B0007 | 30102-0000 | IMPORTED CRUSHED AGGREGATE (GEOCELL) INSTALLED | CUYD | 120 | $ - 0 | $ - 0 |
| B0008 | 20702-0200 | GEOTEXTILE FABRIC (RIPRAP UNDERLAYMENT) NON-WOVEN, CLASS 1, TYPE B INSTALLED | SQYD | 320 | $ - 0 | $ - 0 |
| B0009 | 25105-0200 | KEYED RIPRAP, METHOD A, CLASS 2 | CUYD | 230 | $ - 0 | $ - 0 |
| B0010 | 60201-1600 | 72-INCH PIPE CULVERT (RCP) INSTALLED | LNFT | 50 | $ - 0 | $ - 0 |
| B0011 | 62510-1000 | SEEDING, DRY METHOD | ACRE | 1 | $ - 0 | $ - 0 |
| B0012 | 64704-2000 | MITIGATION, ROCK WEIR | CUYD | 50 | $ - 0 | $ - 0 |
| Cactus Flats Culvert Sub-total | $ - 0 | |||||
| West Triple Crossing Road Culverts | ||||||
| C0001 | 15101-0000 | MOBILIZATION | LPSM | 1 | $ - 0 | $ - 0 |
| C0002 | 15702-6000 | TEMPORARY STREAM DIVERSION (EXISTING CMP REMOVAL) | LPSM | 1 | $ - 0 | $ - 0 |
| C0003 | 20301-1900 | REMOVAL & DISPOSAL OF CMP CULVERT (72" DIA) | LNFT | 40 | $ - 0 | $ - 0 |
| C0004 | 20441-0000 | EXCAVATION & EMBANKMENT CONSTRUCTION | CUYD | 130 | $ - 0 | $ - 0 |
| C0005 | 60201-1600 | 72-INCH PIPE CULVERT (RCP) INSTALLED (West TC) | LNFT | 50 | $ - 0 | $ - 0 |
| C0006 | 62510-1000 | SEEDING, DRY METHOD | ACRE | 0.5 | $ - 0 | $ - 0 |
| C0007 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | LPSM | 1 | $ - 0 | $ - 0 |
| Triple Crossing Road Culverts Sub-total | $ - 0 | |||||
| Whitetail Triple Crossing Culvert | ||||||
| D0001 | 15101-0000 | MOBILIZATION | LPSM | 1 | $ - 0 | $ - 0 |
| D0002 | 15702-6000 | TEMPORARY STREAM DIVERSION (EXISTING CMP REMOVAL) | LPSM | 1 | $ - 0 | $ - 0 |
| D0003 | 20301-1900 | REMOVAL & DISPOSAL OF CMP CULVERT (48" DIA) | LNFT | 60 | $ - 0 | $ - 0 |
| D0004 | 20441-0000 | EXCAVATION & EMBANKMENT CONSTRUCTION | CUYD | 340 | $ - 0 | $ - 0 |
| D0005 | 60201-1600 | 72-INCH PIPE CULVERT (RCP) INSTALLED (Whitetail Crossing) | LNFT | 60 | $ - 0 | $ - 0 |
| D0006 | 62510-1000 | SEEDING, DRY METHOD | ACRE | 0.5 | $ - 0 | $ - 0 |
| D0007 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | LPSM | 1 | $ - 0 | $ - 0 |
| Triple Crossing Road Culverts Sub-total | $ - 0 | |||||
| Upper Triple Crossing Culvert | ||||||
| E0001 | 15101-0000 | MOBILIZATION | LPSM | 1 | $ - 0 | $ - 0 |
| E0002 | 15702-6000 | TEMPORARY STREAM DIVERSION (EXISTING CMP REMOVAL) | LPSM | 1 | $ - 0 | $ - 0 |
| E0003 | 20301-1900 | REMOVAL & DISPOSAL OF CMP CULVERT (48" DIA) | LNFT | 80 | $ - 0 | $ - 0 |
| E0004 | 20441-0000 | EXCAVATION & EMBANKMENT CONSTRUCTION | CUYD | 210 | $ - 0 | $ - 0 |
| E0005 | 60201-1600 | 72-INCH PIPE CULVERT (RCP) INSTALLED (Upper TC) | LNFT | 80 | $ - 0 | $ - 0 |
| E0006 | 62510-1000 | SEEDING, DRY METHOD | ACRE | 0.5 | $ - 0 | $ - 0 |
| E0007 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | LPSM | 1 | $ - 0 | $ - 0 |
| Triple Crossing Road Culverts Sub-total | $ - 0 | |||||
| Total Project Cost | $ - 0 |
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