Bid tab.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- S-10900-00003385
- Issued by
- Klamath County, Oregon
About this file
This document is a bid tab spreadsheet for the Toledo State Airport Apron Reconstruction Project, a state contract opportunity in Oregon involving Lincoln County. The project includes apron and north taxiway reconstruction, as well as additive alternates for hangar taxilanes, asphalt concrete pavement access road, and gravel access road. The bid tab shows preliminary bid results for two bidders, Kodiak Pacific Construction Co. and Laskey-Clifton Corp., across various bid items including mobilization, erosion control, excavation, base course, asphalt paving, and pavement markings. The total base bid amounts range from $341,117 to $429,775.
The pricing in the bid tab includes unit prices and quantities for the various bid items. The contract appears to be a competitive sealed bid with the low bidder likely to be awarded the contract. No information is provided on set-asides, incumbents, funding sources, or contract term and renewal options.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment C_Bid Pricing Form.xlsx | XLSX spreadsheet | |
| 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 | ||
| 35330_00003385_ITB.docx | DOCX document | |
| Attachment B_Plans~1.pdf |
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Text version
Sheet1
| S-10900-00003385 Toledo State Airport Apron Reconstruction Project | |||||
| PRELIMINARY BID RESULTS | Kodiak Pacific Construction Co. | Laskey-Clifton Corp. | |||
| Bid Item # | Description | Est | |||
| QTY | UNIT | UNIT | |||
| PRICE | TOTAL | ||||
| PRICE | UNIT | ||||
| PRICE | TOTAL |
PRICE
| SCHEDULE A – BASE BID – APRON AND NORTH TAXIWAY RECONSTRUCTION | |||||||
| 1 | Mobilization | 1 | LS | $ 64,000.00 | $ 64,000.00 | $ 82,676.00 | $ 82,676.00 |
| 2 | Erosion Control | 1 | LS | $ 7,500.00 | $ 7,500.00 | $ 9,983.00 | $ 9,983.00 |
| 3 | Contractor’s Staging Area and Restoration | 1 | LS | $ 7,500.00 | $ 7,500.00 | $ 2,517.00 | $ 2,517.00 |
| 4 | Access Road Restoration (If Schedule C/D Not Constructed) | 1 | LS | $ 3,800.00 | $ 3,800.00 | $ 6,000.00 | $ 6,000.00 |
| 5 | Construction Survey Work | 1 | LS | $ 9,000.00 | $ 9,000.00 | $ 39,540.00 | $ 39,540.00 |
| 6 | Removal of Surfacings | 700 | SY | $ 7.00 | $ 4,900.00 | $ 61.67 | $ 43,169.00 |
| 7 | General Excavation, Stripping | 350 | CY | $ 62.00 | $ 21,700.00 | $ 49.25 | $ 17,237.50 |
| 8 | General Excavation | 250 | CY | $ 51.00 | $ 12,750.00 | $ 66.50 | $ 16,625.00 |
| 9 | Embankment in Place | 300 | CY | $ 98.00 | $ 29,400.00 | $ 46.50 | $ 13,950.00 |
| 10 | General Excavation, Unsuitable | 100 | CY | $ 62.00 | $ 6,200.00 | $ 49.50 | $ 4,950.00 |
| 11 | 18-Inch Subgrade Stabilization | 75 | SY | $ 77.00 | $ 5,775.00 | $ 51.00 | $ 3,825.00 |
| 12 | 6-Inch C900 Pipe | 100 | FT | $ 74.00 | $ 7,400.00 | $ 105.50 | $ 10,550.00 |
| 13 | Geotextile Fabric | 500 | SY | $ 1.30 | $ 650.00 | $ 2.46 | $ 1,230.00 |
| 14 | 3/4-Inch Aggregate Base | 390 | CY | $ 105.00 | $ 40,950.00 | $ 130.40 | $ 50,856.00 |
| 15 | Level 3, 1/2-Inch Asphalt Concrete Pavement | 585 | TON | $ 122.00 | $ 71,370.00 | $ 146.50 | $ 85,702.50 |
| 16 | Tie-Down Anchors | 27 | EA | $ 1,400.00 | $ 37,800.00 | $ 714.00 | $ 19,278.00 |
| 17 | Permanent Seeding, Mix No. 2 | 840 | SY | $ 3.30 | $ 2,772.00 | $ 4.00 | $ 3,360.00 |
| 18 | Pavement Marking (First Application) | 850 | SF | $ 4.50 | $ 3,825.00 | $ 10.78 | $ 9,163.00 |
| 19 | Pavement Marking (Final Application) | 850 | SF | $ 4.50 | $ 3,825.00 | $ 10.78 | $ 9,163.00 |
| TOTAL SCHEDULE A | $ 341,117.00 | $ 429,775.00 |
| SCHEDULE B – ADDITIVE ALTERNATE – HANGAR TAXILANES | |||||||
| 20 | General Excavation, Stripping | 50 | CY | 62.00 | $ 3,100.00 | $ 65.25 | $ 3,262.50 |
| 21 | 4-Inch C900 Pipe | 60 | FT | 87.00 | $ 5,220.00 | $ 150.50 | $ 9,030.00 |
| 22 | Embankment in Place | 60 | CY | 98.00 | $ 5,880.00 | $ 58.00 | $ 3,480.00 |
| 23 | 3/4-Inch Aggregate Base | 20 | CY | 105.00 | $ 2,100.00 | $ 225.00 | $ 4,500.00 |
| 24 | Level 3, 1/2-Inch Asphalt Concrete Pavement | 25 | TON | 122.00 | $ 3,050.00 | $ 148.00 | $ 3,700.00 |
| TOTAL SCHEDULE B | $ 19,350.00 | $ 23,972.50 |
| SCHEDULE C – ADDITIVE ALTERNATE – ACP ACCESS ROAD | |||||||
| 25 | Geotextile Fabric | 300 | SY | 1.30 | $ 390.00 | $ 2.46 | $ 738.00 |
| 26 | General Excavation | 25 | CY | 51.00 | $ 1,275.00 | $ 148.00 | $ 3,700.00 |
| 27 | Embankment in Place | 25 | CY | 98.00 | $ 2,450.00 | $ 94.00 | $ 2,350.00 |
| 28 | 3/4-Inch Aggregate Base | 30 | CY | 105.00 | $ 3,150.00 | $ 132.00 | $ 3,960.00 |
| 29 | Level 3, ½-Inch Asphalt Concrete Pavement | 35 | TON | 122.00 | $ 4,270.00 | $ 148.00 | $ 5,180.00 |
| TOTAL SCHEDULE C | $ 11,535.00 | $ 15,928.00 |
| SCHEDULE D – ADDITIVE ALTERNATE – GRAVEL ACCESS ROAD (if Schedule C NOT funded) | |||||||
| 30 | Geotextile Fabric | 300 | SY | 1.3 | $ 390.00 | $ 2.46 | $ 738.00 |
| 31 | General Excavation | 25 | CY | 51 | $ 1,275.00 | $ 148.00 | $ 3,700.00 |
| 32 | Embankment in Place | 25 | CY | 98 | $ 2,450.00 | $ 94.00 | $ 2,350.00 |
| 33 | 3/4-Inch Aggregate Base | 30 | CY | 105 | $ 3,150.00 | $ 132.00 | $ 3,960.00 |
| 34 | 3/4-Inch Aggregate Base (Gravel Surfacing) | 30 | CY | 105 | $ 3,150.00 | $ 132.00 | $ 3,960.00 |
| TOTAL SCHEDULE D | $ 10,415.00 | $ 14,708.00 |
| A + B + C | $ 372,002.00 | $ 469,675.50 |
| A + B + D | $ 370,882.00 | $ 468,455.50 |
File details come from the government source that posted it. Updated .