B08_Bid_Schedule.docx
DOCX document 17 KB Posted
- Attached to
- CANY-MURPHY POINT ASPHALT PAVING Federal contract opportunity
- Solicitation number
- 140P1223Q0095
About this file
This bid schedule outlines the line items and pricing for asphalt paving services at Canyonlands National Park. The contractor will be responsible for general requirements including bonds, temporary controls, an accident prevention plan, construction schedule, and project superintendent. Quality control requirements include a plan, survey control, and inspection and testing. Specific line items include the demolition, removal, and recycling of existing asphalt; excavation and removal of existing base material to be hauled to the National Park Service boneyard; finish grading of the site; and the installation of 240 tons of hot mix asphalt in a 3-inch lift. Bidders are to provide unit pricing for each line item and a grand total price for the project.
The related federal contract opportunity is a solicitation issued by the National Park Service Intermountain Region within the Department of the Interior. Solicitation number 140P1223Q0095 is for asphalt paving services at Canyonlands National Park.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A03_SOW.docx | DOCX document | |
| Wage_Determination.pdf | ||
| Sol_140P1223Q0095.pdf | ||
| B08_Drawings.pdf |
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Text version
MURPHY POINT ASPHALT PAVING
CANYONLANDS NATIONAL PARK
BID SCHEDULE
All or None
Mobilization costs to be included in applicable bid line
ITEM QTY UNIT PRICE TOTAL
1. General Requirements 1 LS $____________ $_____________ (bonds, temp controls, accident plan (const. schedule, Prime’s project superintendent)
2. Quality Control 1 LS $____________ $_____________ (plan, survey control, inspection testing)
3. Demo, Remove, and Recycle Asphalt Est 6 TON $____________ $_____________ (125 SY, approx. thickness 3”)
4. Excavate, Remove & Compact Existing Est 40 CY $____________ $_____________ Base (haul to NPS Boneyard)
5. Finish Grading Est 1,415 SY $____________ $_____________ (2,018 SY existing)
6. Hot Mix Asphalt Est 240 TON $____________ $_____________ (3” lift)
GRAND TOTAL $______________
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