B08_Attachment_No__3_Bid_Schedule_-_7_23_6.pdf

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SACRAMENTO RIVER TRAIL REPAVING GAOA
Solicitation number
140L1226R0005
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About this file

This is a bid schedule for the Sacramento River Rail Trail Repaving project funded through the Green and Open Access Act (GAOA) for Fiscal Year 2026. The document presents pricing templates for bidders to complete with unit costs and total costs for base and additive work items.

The base work schedule comprises eight line items totaling approximately 596,687 square feet of pavement work and associated activities. Key base items include mobilization (1 lump sum), remove and replace patching (4,000 square feet), surface preparation (596,687 SF), tack coat application (596,687 SF), conformed grinding at seven intersections, hot mix asphalt (HMA) overlay with 3/8-inch nominal maximum aggregate size (NMAS) PG 64-10 placed in one lift at 0.10 foot compacted thickness (596,687 SF), shoulder backing with Class II base material and one-foot taper (148,157 linear feet), and compaction testing at 10 events per production day or representative production lot. The additive items section includes one optional line item for striping consisting of 74,078 linear feet of 4-inch yellow broken centerline with a 4-foot stripe/8-foot gap pattern following the trail centerline alignment. Bidders must enter unit costs and calculate total costs for each item, with a grand total calculated by combining all base and additive item costs.

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Text version

Sacramento River Rail Trail Repaving GAOA FY26 Bid Schedule (Base) – Water System

Item Description of Work Quantity Unit Unit Cost Cost

1 Mobilization 1 LS $ $

2 Remove and Replace Patching

• 100LF x 8ft wide sections, 5 each

4000 SF $ $

3 Surface Preparation 596,687 SF $ $

4 Tack Coat 596,687 SF $ $

5 Conformed Grind - Intersections 7 EA $ $

6 HMA Overlay

• 3/8-inch NMAS, PG 64-10

• Placed in one lift

• 0.10 ft compacted thickness

596,687 SF $ $

7 Shoulder Backing

• 0.10 ft compacted Class II base

• One foot taper on either side of finished paved surface

• Measurement shall be along the trail centerline; quantity includes both sides.

148,157 LF $ $

8 Compaction Testing

• 1 per production day or representative production lot

10 EA $ $

Total

Bid Schedule (Additive Items) –

Item Description of Work Quantity Unit Unit Cost Cost

1 Striping

• Apply 4-inch yellow broken centerline

• Stripe pattern: 4 ft stripe / 8 ft gap

• Striping shall follow alignment of trail centerline

74,078 LF $ $

Total $

GRAND TOTAL (Base items + Additive items)

File details come from the government source that posted it. Updated .