Attachment C_Bid Pricing Form.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- S-10900-00003385
- Issued by
- Klamath County, Oregon
About this file
This document is a Bid Pricing Form for the Toledo State Airport Apron Reconstruction Project, which is an Invitation to Bid (ITB) issued by the Oregon Department of Transportation (ODOT) for a construction project in Lincoln County, Oregon. The project includes the reconstruction of the airport apron and north taxiway, with optional additive alternates for hangar taxilanes, an asphalt concrete pavement (ACP) access road, and a gravel access road. The bid items cover a range of construction activities, including mobilization, erosion control, excavation, subgrade stabilization, pipe installation, aggregate base, asphalt concrete pavement, pavement marking, and permanent seeding. The bids are divided into four schedules, with the base bid (Schedule A) and three additive alternates (Schedules B, C, and D).
The pricing form provides unit prices and estimated quantities for each bid item, with the bidder required to fill in the total cost for each item and schedule. The total bid amount will be the sum of the four schedules. No unit prices are provided, as the bidder is responsible for determining the appropriate pricing. This procurement does not appear to have any set-asides or specified funding sources noted in the provided information.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Notice of Intent to Award-ORPIN.doc~1.docx | DOCX document | |
| 00003385_Add 1.docx | DOCX document | |
| Attachment A_Special Provisions.pdf | ||
| Attachment D_Geotechnical Report.pdf | ||
| Bid tab.xlsx | XLSX spreadsheet | |
| 35330_00003385_ITB.docx | DOCX document | |
| Attachment B_Plans~1.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet1
| ATTACHMENT C - BID PRICING FORM S-73000-00002798 |
| Bidder name: |
| City, State: |
The Bidder proposes to furnish all material, equipment and labor, and perform all work for ODOT, in strict accordance with the ITB and the Plans, Specifications and other provisions incorporated in the ITB, on the basis of the lump sum or unit prices, or both, as follows:
| Item | Description | Est Qty | Unit | Unit Price | Total |
| SCHEDULE A – BASE BID – APRON AND NORTH TAXIWAY RECONSTRUCTION | |||||
| 1 | Mobilization | 1 | LS | $0.00 | |
| 2 | Erosion Control | 1 | LS | $0.00 | |
| 3 | Contractor’s Staging Area and Restoration | 1 | LS | $0.00 | |
| 4 | Access Road Restoration (If Schedule C/D Not Constructed) | 1 | LS | $0.00 | |
| 5 | Construction Survey Work | 1 | LS | $0.00 | |
| 6 | Removal of Surfacings | 700 | SY | $0.00 | |
| 7 | General Excavation, Stripping | 350 | CY | $0.00 | |
| 8 | General Excavation | 250 | CY | $0.00 | |
| 9 | Embankment in Place | 300 | CY | $0.00 | |
| 10 | General Excavation, Unsuitable | 100 | CY | $0.00 | |
| 11 | 18-Inch Subgrade Stabilization | 75 | SY | $0.00 | |
| 12 | 6-Inch C900 Pipe | 100 | FT | $0.00 | |
| 13 | Geotextile Fabric | 500 | SY | $0.00 | |
| 14 | 3/4-Inch Aggregate Base | 390 | CY | $0.00 | |
| 15 | Level 3, 1/2-Inch Asphalt Concrete Pavement | 585 | TON | $0.00 | |
| 16 | Tie-Down Anchors | 27 | EA | $0.00 | |
| 17 | Permanent Seeding, Mix No. 2 | 840 | SY | $0.00 | |
| 18 | Pavement Marking (First Application) | 850 | SF | $0.00 | |
| 19 | Pavement Marking (Final Application) | 850 | SF | $0.00 | |
| TOTAL SCHEDULE A | $0.00 |
| SCHEDULE B – ADDITIVE ALTERNATE – HANGAR TAXILANES | ||||
| 20 | General Excavation, Stripping | 50 | CY | $0.00 |
| 21 | 4-Inch C900 Pipe | 60 | FT | $0.00 |
| 22 | Embankment in Place | 60 | CY | $0.00 |
| 23 | 3/4-Inch Aggregate Base | 20 | CY | $0.00 |
| 24 | Level 3, 1/2-Inch Asphalt Concrete Pavement | 25 | TON | $0.00 |
| TOTAL SCHEDULE B | $0.00 |
| SCHEDULE C – ADDITIVE ALTERNATE – ACP ACCESS ROAD | ||||
| 25 | Geotextile Fabric | 300 | SY | $0.00 |
| 26 | General Excavation | 25 | CY | $0.00 |
| 27 | Embankment in Place | 25 | CY | $0.00 |
| 28 | 3/4-Inch Aggregate Base | 30 | CY | $0.00 |
| 29 | Level 3, ½-Inch Asphalt Concrete Pavement | 35 | TON | $0.00 |
| TOTAL SCHEDULE C | $0.00 |
| SCHEDULE D – ADDITIVE ALTERNATE – GRAVEL ACCESS ROAD (if Schedule C NOT funded) | ||||
| 30 | Geotextile Fabric | 300 | SY | $0.00 |
| 31 | General Excavation | 25 | CY | $0.00 |
| 32 | Embankment in Place | 25 | CY | $0.00 |
| 33 | 3/4-Inch Aggregate Base | 30 | CY | $0.00 |
| 34 | 3/4-Inch Aggregate Base (Gravel Surfacing) | 30 | CY | $0.00 |
| TOTAL SCHEDULE D | $0.00 |
File details come from the government source that posted it. Updated .