B08_Section_B__Attachment_1_Price_Schedule.xlsx
XLSX spreadsheet 16 KB Posted
- Attached to
- QUARTZVILLE CULVERT REPLACEMENT AND ROAD REPAIR
- Solicitation number
- 140L4323R0013
About this file
This document contains a price schedule for the Quartzville Culvert Replacement and Road Repair federal contract opportunity. The price schedule lists various items of work required for the project including mobilization, structure excavation and backfill for four culverts, optional items for additional excavation and embankment work, aggregate placement, asphalt paving, culvert replacement and extension, guardrail installation, concrete barrier installation, and permanent pavement markings. The total base items are priced at $0 with total base and optional items also at $0, indicating unit pricing will be provided by bidders. The related federal contract opportunity was solicited by the Bureau of Land Management Oregon-Washington for the Quartzville Culvert Replacement and Road Repair project. The performance period for base items is 480 calendar days and 580 calendar days for the total of base and optional items.
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Text version
Section B - Price Schedule
| Section B - Price Schedule | |
| Quartzville Access Road (QAR) Culvert Replacement and Road Repair | Contractor Name: |
| Item | Description | Quantity | Unit | Unit Price | Total Amount | |
| 1 | 151 (01) Mobilization, (to QAR, MP 12) | 1 | LS | $ - 0 | $ - 0 | |
| 2 | 208 (01) Structure Excavation and Backfill For Selected Major Structures | |||||
| Culvert One (#1)! | 1 | LS | $ - 0 | $ - 0 | ||
| 3 | 208 (02) Structure Excavation and Backfill For Selected Major Structures | |||||
| Culvert Three (#3)@ | 1 | LS | $ - 0 | $ - 0 | ||
| TOTAL BASE ITEMS - ITEMS 1-3: | $ - 0 | |||||
| 1 | ||||||
| Item | Description | Quantity | Unit | Unit Price | Total Amount | |
| 4 | OPTION ITEM #1 |
203 (01) Removal of Structures and Obstructions – Overhead Rock Hazard, MP 16.85
| **Include Method Proposal Submittal** | 1 | LS | $ - 0 | $ - 0 |
| 5 | OPTION ITEM #2 | |||
| 204 (01) Excavation and Embankment Full Road Width Slump Repair | 1 | LS | $ - 0 | $ - 0 |
| 6 | OPTION ITEM #3 | |||
| 204 (02) Excavation and Embankment Partial Road Width Slump Repair | 1 | LS | $ - 0 | $ - 0 |
| 7 | OPTION ITEM #4 | |||
| 204 (03) Excavation and Embankment Full Road Width Upheaval Repair MP 14.3. | 1 | LS | $ - 0 | $ - 0 |
| 8 | OPTION ITEM #5 | |||
| 204 (04) Excavation and Embankment Full Road Width Slump Repair Over Culvert | 1 | LS | $ - 0 | $ - 0 |
| 9 | OPTION ITEM #6 |
208 (03) Structure Excavation and Backfill For Selected Major Structures
| Culvert Two (#2)# | 1 | LS | $ - 0 | $ - 0 |
| 10 | OPTION ITEM #7 |
208 (04) Structure Excavation and Backfill For Selected Major Structures
| Culvert Four (#4)^ | 1 | LS | $ - 0 | $ - 0 | |
| 11 | OPTION ITEM #8 | ||||
| 301 (03) 1-1/2” Aggregate - Shoulder Rock - Turnout | 1,500 | LF | $ - 0 | $ - 0 | |
| 12 | OPTION ITEM #9 | ||||
| 301 (04) 3” Aggregate – Shoulder Rock - Outslope | 2,000 | LF | $ - 0 | $ - 0 | |
| 13 | OPTION ITEM #10 | ||||
| 301 (05) 3” Aggregate – Shoulder Rock - Ditchline MP 16.85, Various Locations | 200 | LF | $ - 0 | $ - 0 | |
| 14 | OPTION ITEM #11 | ||||
| 301 (06) 6” Aggregate – Shoulder Reconstruction MP 16.85 | 40 | LF | $ - 0 | $ - 0 | |
| 15 | OPTION ITEM #12 | ||||
| 403 (01) Hot Mix Asphalt Concrete Pavement 3” Pavement Overlay MP 15.3, 16.85, 19.9 | 169 | TN | $ - 0 | $ - 0 | |
| 16 | OPTION ITEM #13 | ||||
| 403 (02) Hot Mix Asphalt Concrete Pavement Bridge Approach, 4” HMAC Depth MP 14.8, 19.9, 22.1, 24.8 | 101 | TN | $ - 0 | $ - 0 | |
| 17 | OPTION ITEM #14 | ||||
| 602 (01) Culverts – Replace 36” MP 17.5 | 1 | EA | $ - 0 | $ - 0 | |
| 18 | OPTION ITEM #15 | ||||
| 602 (02) Culverts – Pipe Extension MP 20.4 | 1 | EA | $ - 0 | $ - 0 | |
| 19 | OPTION ITEM #16 | ||||
| 617 (01) Guardrail – New MP 17 | 100 | LF | $ - 0 | $ - 0 | |
| 20 | OPTION ITEM #17 | ||||
| 617 (02) Guardrail - Replace Post | 40 | EA | $ - 0 | $ - 0 | |
| 21 | OPTION ITEM #18 | ||||
| 617 (03) Guardrail – Replace Rail | 15 | EA | $ - 0 | $ - 0 | |
| 22 | OPTION ITEM #19 | ||||
| 618 (01) Concrete Barriers and Precast Guardwalls (K-Rails) MP’s 18.2, 19.2, 19.3 | 420 | LF | $ - 0 | $ - 0 | |
| 23 | OPTION ITEM #20 | ||||
| 618 (02) Concrete Barriers and Precast Guardwalls (K-Rails) MP 19.7, Near MP 20 & 21.5 | 530 | LF | $ - 0 | $ - 0 | |
| 24 | OPTION ITEM #21 | ||||
| 634 (01) Permanent Pavement Markings White Fog Lines Type B – Waterborne Traffic Paint with Type 1 Glass Beads | 135,700 | LF | $ - 0 | $ - 0 | |
| TOTAL OPTION ITEMS - ITEMS 4-24 | $ - 0 |
| TOTAL BASE AND OPTION ITEMS - ITEMS 1-24 | $ - 0 | TRUE | |
| Legend: | |||
| qty (underlined) | Estimated Quantity | ||
| ! | Consists of ALL associated work including, but not limited to: Culvert, Aggregate, Excavation, Select Fill, Structural Fill, Lean Concrete Backfill, Pipe Trench Bedding, Riprap, Traffic Control, HMAC, Stream Diversion (If needed), Tree Removal/Placement, and Site Mobilization. | ||
| @ | Consists of ALL associated work including, but not limited to: Culvert, All Aggregate, Excavation, Select Fill, Structural Fill, Riprap, Traffic Control, Bypass Road, Lean Concrete Backfill, HMAC, Stream Diversion (Perennial Stream), and Site Mobilization. | ||
| # | Includes ALL associated work including, but not limited to: Culvert, Aggregate, Excavation, Backfill, Select Fill, Structural Fill, Riprap, Traffic Control, Bypass Road, Lean Concrete Backfill, HMAC, Stream Diversion (If needed), and Site Mobilization. | ||
| ^ | Includes ALL associated work: Culvert, Aggregate, Excavation, Backfill, Select Fill, Structural Fill, Riprap, Traffic Control, Lean Concrete Backfill, Stream Diversion (Perennial Stream), and Site Mobilization. | ||
| EA | Each | ||
| LS | Lump Sum | ||
| LF | Lineal Feet | ||
| TN | Ton |
| BASE ITEMS PERFORMANCE TIME: 480 Calendar Days | |
| OPTION ITEMS PERFORMANCE TIME: +100 Calendar Days |
TOTAL BASE + OPTION ITEMS PERFORMANCE TIME: 580 Calendar Days (End of Section B)
File details come from the government source that posted it. Updated .