B08_Amended_Attachment_No_3_Bid_Schedule_0001.pdf
PDF 24 KB Posted
- Attached to
- SACRAMENTO RIVER TRAIL REPAVING GAOA
- Solicitation number
- 140L1226R0005
About this file
This is a bid schedule for the Sacramento River Rail Trail Repaving project funded through GAOA FY26. The document presents pricing templates for both base and additive work items that bidders must complete.
The base work consists of eight items totaling approximately 596,687 square feet of trail surface: mobilization (1 lump sum); remove and replace patching (4,000 SF); surface preparation (596,687 SF); tack coat application (596,687 SF); conformed grinding at seven intersections; HMA overlay with 3/8-inch NMAS, PG 64-10 specification placed in one 0.10-foot lift (596,687 SF); shoulder backing using 0.10-foot compacted Class II base with one-foot tapers on either side (148,157 LF); and compaction testing at 10 locations (one per production day or representative lot). Two additive items are available at the government's discretion: centerline striping with 4-inch yellow broken lines in a 4-foot stripe/8-foot gap pattern (74,078 LF) and additional HMA overlay beyond the base width (1,000 SF) including associated surface preparation and tack coat. Bidders must provide unit costs and extended costs for all line items, with the grand total combining base and additive item costs. All work specifications reference specific material grades and compaction requirements with measurement and placement standards defined for each item.
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Text version
Sacramento River Rail Trail Repaving GAOA FY26 Bid Schedule (Base)
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 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 $ $
2 Additional HMA Overlay Beyond Base Width
• 3/8-inch NMAS, PG 64-10
• One 0.10-ft compacted lift
• Includes associated surface preparation and tack coat
• Placement only where directed by the COR
1,000 SF $ $
Total $
GRAND TOTAL (Base items + Additive items) $
File details come from the government source that posted it. Updated .