B08_Attachment_2_Quote_Schedule__Price_and_Estimated_Quantities.docx
DOCX document 46 KB Posted
- Attached to
- NORCAL NEW REPAVING HEADWATERS FR TRAIL
- Solicitation number
- 140L1226Q0019
About this file
This is a Quote Price Schedule and Statement of Work (SOW) for a federal pavement repair and overlay project on the Headwaters Forest Road Trail in Northern California, managed by the Department of the Interior Bureau of Land Management.
The project encompasses nine specific tasks: Mobilization, Full Depth Repairs (4,000 SF), Surface Preparation (56,940 SF), Tack Coat application (56,940 SF), Pavement Conformance testing at HEC Barn, HMA Overlay installation using 3/8" NMAS PG64-10 asphalt in two 0.1 ft compacted lifts (56,940 SF), Shoulder Backing with 3" compacted Class II base and two-foot tapers (5,694 LF), Quality Control, and Site Restoration/Demobilization. The contractor must submit pricing for nine Contract Line Items (CLINs) including unit prices and extended totals, along with a GANTT chart showing concurrent and overlapping task schedules. The materials estimate indicates requirements for approximately 750 tons of 3/8" HMA PG6410, 600 gallons of tack coat, 150 tons of Class II base material, and 2,500 pounds of crack sealant. Compaction testing is specified at one test per mile per lift (8 total test events). Contractors must provide detailed pricing, technical proposals, contingency plans, and emergency response procedures as part of their offer submittal package.
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Text version
SECTION C, UNIFORM CONTRACT FORMAT (UCF)
DESCRIPTION / SPECIFICATION / STATEMENT OF WORK (SOW)
Schedule of Work Deliverables Contractor will fill out and submit in Quote Package along with Technical Proposal, Quote Price Schedule, Contingency and Emergency Response Plan. Contractor will also submit GANTT chart/calendar view of Schedule of Work Deliverables to better represent concurrent and/or overlapping tasks.
| SPECIFIC TASK DELIVERABLE |
| START DATE |
| END DATE |
Task 1 – Mobilization
Task 2 – Full Depth Repairs
Task 3 – Surface Preparation
Task 4 – Tack Coat
Task 5 – Pavement Conformance at HEC Barn
Task 6 – HMA Overlay 3/8” NMAS, PG64-10, placed in two lifts at 0.1 ft compacted thickness per lift
Task 7 – Shoulder backing
Task 8 – Quality Control
Task 9 – Site Restoration and Demobilization
Quote Price Schedule Contractor shall complete and elaborate on this format as is appropriate for their Offeror Submittal Package.
| CLIN |
| Description |
| Unit |
| Estimated Quantity |
| Unit Price |
| Total Price |
| 0001 |
| Mobilization |
| EA |
| 1 |
| 0002 |
| Full Depth Repairs |
| SF |
| 4000 |
| 0003 |
| Surface Preparation |
| SF |
| 56940 |
| 0004 |
| Tack Coat |
| SF |
| 56940 |
| 0005 |
| HMA Overlay, 3/8 inch NMAS, PG 64-10, two lifts at 0.10 ft compacted thickness per lift |
| SF |
| 56940 |
| 0006 |
| Shoulder Backing |
· 3” compacted Class II base
· Two feet taper on either side of finished paved surface
· Includes both sides
| LF |
| 5,694 |
| 0007 |
| Compaction Testing |
· 1 per ¼ mile
· Per lift
| EA |
| 8 |
| 0008 |
| Site restoration, cleanup, demobilization |
| EA |
| 1 |
| - |
| TOTAL PRICE |
| --------------------------------------------- |
Materials Estimate
| Item |
| Unit |
| Planning Quantity |
| Notes |
| 3/8” HMA PG6410 |
| ton |
| 750 |
| Includes full-depth repair HMA and two 0.10 ft overlay lifts |
| Tack Coat |
| gallon |
| 600 |
| Layer between existing surface and new overlay |
| Class II base |
| ton |
| 150 |
| Includes full depth repair base and tapered shoulder backing (3” at edge, 2-ft taper) |
| Crack Seal |
| lb |
| 2500 |
| To be applied on cracks ≥ 1/4 inch on areas not marked for Full Depth Repair |
SOW Page 2
File details come from the government source that posted it. Updated .