B08_Attachment_2_Quote_Schedule__Price_and_Estimated_Quantities_REVISED_7_30_2026_0001.docx

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Attached to
NORCAL NEW REPAVING HEADWATERS FR TRAIL
Solicitation number
140L1226Q0019
Issued by

About this file

This is a Quote Price Schedule and Schedule of Work Deliverables template for a pavement repaving project on the Headwaters FR Trail under solicitation 140L1226Q0019 issued by the Department of the Interior Bureau of Land Management California Region.

The project encompasses nine primary tasks: Mobilization, Full Depth Repairs (3,000 SF), Surface Preparation (56,940 SF), Tack Coat application (56,940 SF), Dense-graded HMA asphalt overlay conforming to FHWA FP-14 Section 403 specifications using PG 64-10 binder in a 1.5-inch compacted lift (56,940 SF), Shoulder Backing with 2-inch compacted Class II base and one-foot tapers on either side (11,388 LF), Compaction Testing (8 production days), Quality Control, and Site Restoration/Demobilization. Contractors must provide completed Quote Price Schedules with unit prices and total prices for each CLIN, submit technical proposals, and include GANTT charts showing concurrent and overlapping tasks along with contingency and emergency response plans. Material estimates indicate approximately 750 tons of dense-graded HMA (combining full-depth repairs and overlay), 600 gallons of tack coat, 150 tons of Class II base, and 2,500 pounds of crack seal for areas not designated for full-depth repair. This template requires contractors to elaborate on pricing and scheduling as appropriate for their offeror submittal packages.

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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 – Asphalt Overlay

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
3000
0003
Surface Preparation
SF
56940
0004
Tack Coat
SF
56940
0005
Dense-graded HMA conforming to FHWA FP-14 Section 403, using either 3/8-inch or 1/2-inch NMAS, PG 64-10, placed in one uniform 1.5-inch compacted lift.
SF
56940
0006
Shoulder Backing

· 2” compacted seed free Class II base

· One feet taper on either side of finished paved surface

· 5,694 LF of trail * 2 sides of shoulder = 11,388 LF of shoulder

LF
11,388
0007
Compaction Testing

· 1 per production day

EA
8
0008
Site restoration, cleanup, demobilization
EA
1
-
TOTAL PRICE
---------------------------------------------

Materials Estimate

Item
Unit
Planning Quantity
Notes
Dense-graded HMA, 3/8-inch or 1/2-inch NMAS, PG 64-10
ton
750
Includes full-depth repair HMA and one 1.5 inch asphalt overlay
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 (1.5” at edge, 1-ft taper). Conforming to SOW Task 7
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 .