Bid tabulation~2.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- S-10900-00007848
- Issued by
- Crook County, Siletz City, Oregon
About this file
This document is a bid tabulation for the Cape Blanco State Airport Runway and Electrical Rehabilitation project in Curry County, Oregon. The scope of work includes runway and electrical rehabilitation, with items such as pavement removal, asphalt concrete paving, runway markings, lighting and signage installations, and associated electrical work. The bid tabulation lists the bid items, estimated quantities, unit prices, and total prices for the base bid and two additive alternatives. The total bid amount is $3,920,118.20. The related state and local contract opportunity indicates this is a re-bid for the project, which is being procured by the Oregon Department of Transportation (ODOT) for the Curry County and Carlton City jurisdictions.
The bid tabulation provides detailed pricing information for the various components of the project, including mobilization, temporary traffic control, pavement removal, new asphalt paving, electrical infrastructure such as duct banks, cables, and lighting fixtures, as well as site restoration items. Additive alternatives include additional electrical work for lighted signs and Precision Approach Path Indicator (PAPI) systems. No information is provided regarding any set-asides, incumbents, or funding sources in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 2 Attachment.docx | DOCX document | |
| Bid tab~38.xlsx | XLSX spreadsheet | |
| Att C_Bid Pricing Form.pdf | ||
| Att B_Plans.pdf | ||
| Item P-602 - Emulsified Asphalt Prime Coat.pdf | ||
| Q and A_10.6.docx | DOCX document | |
| 00007848_ITB.docx | DOCX document | |
| Att A_FAA Standard Specifications.pdf | ||
| 6706-A - CAPE BLANCO RUNWAY PAVEMENT REPORT .pdf |
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Text version
Sheet1
| S-10900-00007848 Cape Blanco State Airport Runway and Electrical Rehabilitation | ||||
| BID TABULATION | LTM Inc dba Knife River Materials | |||
| Bid Item # | Description | Est | ||
| QTY | UNIT | UNIT | ||
| PRICE | TOTAL |
PRICE
| Base Bid - Runway & Electrical Rehabilitation | ||||||
| 1 | Mobilization (Section C-105-5.1) | 1 | LS | $ 223,500.00 | $ 223,500.00 | |
| 2 | Temporary Flagging, Marking and Signing (Section 01300-4.1) | 1 | LS | $ 18,000.00 | $ 18,000.00 | |
| 3 | Runway Closure Lighted X's (Section 01300-4.2) | 2 | EA | $ 65,000.00 | $ 130,000.00 | |
| 4 | Construction Staking (Section 01406-4.1) | 1 | LS | $ 135,000.00 | $ 135,000.00 | |
| 5 | Installation and Removal of Silt Fence (Item C-102-5.1a) | 12,013 | LF | $ 3.70 | $ 44,448.10 | |
| 6 | Installation and Removal of Biofilter Inlet Protection (Item C-102-5.1b) | 12 | EA | $ 300.00 | $ 3,600.00 | |
| 7 | Installation and Removal of Prefabricated Filter Insert (Item C-102-5.1c | 1 | EA | $ 500.00 | $ 500.00 | |
| 8 | Pavement Removal, approximate 3" (Item P-101-5.1) | 44,742 | SY | $ 10.00 | $ 447,420.00 | |
| 9 | Clearing (Item P-151-4.1) | 3.85 | AC | $ 15,000.00 | $ 57,750.00 | |
| 10 | Asphalt Concrete Pavement (ACP) (ODOT 00745, 1/2" Dense Level 3) | 7,457 | TON | $ 165.00 | $ 1,230,405.00 | |
| 11 | Emulsified Asphalt Prime Coat (Item P-602-5.1) | 10,048 | GAL | $ 6.50 | $ 65,312.00 | |
| 12 | Surface Preparation (Item P-620-5.1a) | 1,223 | SF | $ 8.25 | $ 10,089.75 | |
| 13 | Marking (Item P-620-5.2b) | 27,593 | SF | $ 2.90 | $ 80,019.70 | |
| BASE BID TOTAL | $ 2,446,044.55 | |||||
| Additive Alternative 1 - Lighted Sign Electrical | ||||||
| 1 | Mobilization (Section C-105-5.1) | 1 | LS | $ 68,000.00 | $ 68,000.00 | |
| 2 | Clearing (Item P-151-4.1) | 0.41 | AC | $ 32,500.00 | $ 13,325.00 | |
| 3 | Clearing and Grubbing (Item P-151-4.2) | 0.25 | AC | $ 25,000.00 | $ 6,250.00 | |
| 4 | Pavement Removal, approximate 3" (Item P-101-5.1) | 3311 | SY | $ 32.00 | $ 105,952.00 | |
| 5 | Removal of Existing Edge Light Fixture (Item P-101-5.2) | 60 | EA | $ 185.00 | $ 11,100.00 | |
| 6 | L-861 Elevated Runway Edge Lights (MIRL) w/ White Lens (L-125-5.1) | 46 | EA | $ 1,800.00 | $ 82,800.00 | |
| 7 | L-861SE Elevated Threshold Lights w/ Green/Red Lens (L-125-5.3) | 12 | EA | $ 2,000.00 | $ 24,000.00 | |
| 8 | L-861T Elevated Taxiway Edge Lights (MIRL) w/ Blue Lens (L-125-5.2) | 8 | EA | $ 1,700.00 | $ 13,600.00 | |
| 9 | L-853, Type II Reflective Marker w/Blue Lens, 24" (L-125-5.7) | 32 | EA | $ 205.00 | $ 6,560.00 | |
| 10 | L-849(L), Style E REIL Unit Pair (L-125-5.4) | 2 | UNIT | $ 13,000.00 | $ 26,000.00 | |
| 11 | Concrete Encased Electrical Duct Bank, 2 way 2" PVC Electrical Duct | |||||
| Bank (L-110-5.1) | 276 | LF | $ 80.00 | $ 22,080.00 | ||
| 12 | Non-Encased Electrical Duct Bank, 1 way 2" PVC Electrical Duct Bank | |||||
| (L-110-5.2) | 5539 | LF | $ 22.50 | $ 124,627.50 | ||
| 13 | Non-Encased Electrical Duct Bank, 2 way 2" PVC Electrical Duct Bank | |||||
| (L-110-5.3) | 6213 | LF | $ 28.00 | $ 173,964.00 | ||
| 14 | Non-Encased Electrical Duct Bank, 1 way 3" PVC Electrical Duct Bank | |||||
| (L-110-5.4) | 200 | LF | $ 32.00 | $ 6,400.00 | ||
| 15 | No. 8 Type C Cable, Installed in Trench, Duct Bank, or Conduit (L-108- | |||||
| 5.1) | 12521 | LF | $ 4.00 | $ 50,084.00 | ||
| 16 | No. 6 AWG, Solid Bare Copper Counterpoise Wire, Installed in | |||||
| Trench, Above the Duct Bank or Conduit (L-108-5.2) | 11881 | LF | $ 5.50 | $ 65,345.50 | ||
| 17 | No. 6 AWG, Bare Stranded Equipment Ground, Installed in Duct Bank | |||||
| or Conduit (L-108-5.3) | 334 | LF | $ 2.00 | $ 668.00 | ||
| 18 | No.12 AWG, Green THWN-2 or XHHW-2 Insulated, Stranded Cable, | |||||
| Installed in Conduit ( L108-5.7) | 334 | LF | $ 1.00 | $ 334.00 | ||
| 19 | No.12 AWG, Black THWN-2 or XHHW-2 Insulated, Stranded Cable, | |||||
| Installed in Conduit ( L108-5.8) | 334 | LF | $ 1.00 | $ 334.00 | ||
| 20 | No.12 AWG, White THWN-2 or XHHW-2 Insulated, Stranded Cable, | |||||
| Installed in Conduit ( L108-5.9) | 334 | LF | $ 1.00 | $ 334.00 | ||
| 21 | L-858R, Lighted Runway Hold Signs, Size 1, Style 2, Mode 2 (L-125- | |||||
| 5.6) | 2 | EA | $ 4,800.00 | $ 9,600.00 | ||
| 22 | Electrical Manhole 4'x4'x4', 30,000 lb Wheel Load (L-115-5.1) | 7 | EA | $ 4,900.00 | $ 34,300.00 | |
| 23 | L-867 Junction Base Can (L-115-5.2) | 7 | EA | $ 1,000.00 | $ 7,000.00 | |
| 24 | Chain Link Fencing (F-162-5.1) | 77 | LF | $ 160.00 | $ 12,320.00 | |
| 25 | 12' Wide Vehicle Gate (F-162-5.2) | 1 | LS | $ 3,650.00 | $ 3,650.00 | |
| 26 | Electrical Building (Item L-109-7.1) | 1 | LS | $ 173,000.00 | $ 173,000.00 | |
| 27 | New Constant Current Regulator (CCR) (L-109-7.2) | 1 | EA | $ 16,500.00 | $ 16,500.00 | |
| 28 | New Radio Control, Antenna, and Photoelectric Controls (Item L-109- | |||||
| 7.3) | 1 | LS | $ 6,500.00 | $ 6,500.00 | ||
| 29 | L-801A Class I Airport Rotating Beacon (Item L-101-5.1) | 1 | LS | $ 18,500.00 | $ 18,500.00 | |
| 30 | Figure A-72 Airport Beacon Tower and Foundation (Item L-103-5.1) | 1 | LS | $ 65,000.00 | $ 65,000.00 | |
| 31 | Type L-807 Style I-B Size 2 Wind Cone and Foundation (Item L-107- | |||||
| 5.1) | 1 | EA | $ 10,600.00 | $ 10,600.00 | ||
| 32 | Segmented Circle Marker System, in Place (L-107-5.2) | 18 | EA | $ 1,800.00 | $ 32,400.00 | |
| 33 | ACP Trench Restoration, 1 conduit (ODOT 00745, 1/2" Dense Level 3 | |||||
| 3" depth) | 15213 | SF | $ 5.72 | $ 87,018.36 | ||
| 34 | ACP Trench Restoration, 2 conduit (ODOT 00745, 1/2" Dense Level 3 | |||||
| 3" depth) | 14582 | SF | $ 5.72 | $ 83,409.04 | ||
| 35 | Emulsified Asphalt Prime Coat (Item P-602-5.1) | 745 | GAL | $ 7.00 | $ 5,215.00 | |
| 36 | Seeding (Item T-901-5.1) | 28 | KSF | $ 125.00 | $ 3,500.00 | |
| ADDITIVE ALTERNATIVE 1 TOTAL | $ 1,370,270.40 | |||||
| Additive Alternative 2 - PAPI ELECTRICAL | ||||||
| 1 | L-881, Style A, Class I PAPI (Pair, L-125-5.5) | 2 | UNITS | $ 21,000.00 | $ 42,000.00 | |
| 2 | Pavement Removal, approximate 3" (Item P-101-5.1) | 35 | SY | $ 50.00 | $ 1,750.00 | |
| 3 | Non-Encased Electrical Duct Bank, 1 way 2" PVC Electrical Duct Bank | |||||
| (L-110-5.2) | 309 | LF | $ 26.00 | $ 8,034.00 | ||
| 4 | No. 6 AWG, Bare Stranded Equipment Ground, Installed in Duct Bank | |||||
| or Conduit (L-108-5.3) | 309 | LF | $ 2.25 | $ 695.25 | ||
| 5 | No.8 AWG, Green THWN-2 or XHHW-2 Insulated, Stranded Cable, | |||||
| Installed in Conduit ( L108-5.4) | 7369 | LF | $ 2.00 | $ 14,738.00 | ||
| 6 | No.8 AWG, Black THWN-2 or XHHW-2 Insulated, Stranded Cable, | |||||
| Installed in Conduit ( L108-5.5) | 7369 | LF | $ 2.00 | $ 14,738.00 | ||
| 7 | No.8 AWG, White THWN-2 or XHHW-2 Insulated, Stranded Cable, | |||||
| Installed in Conduit ( L108-5.6) | 7369 | LF | $ 2.00 | $ 14,738.00 | ||
| 8 | L-867 Junction Base Can (L-115-5.2) | 4 | EA | $ 625.00 | $ 2,500.00 | |
| 9 | Emulsified Asphalt Prime Coat (Item P-602-5.1) | 8 | GAL | $ 40.00 | $ 320.00 | |
| 10 | ACP Trench Restoration, 1 conduit (ODOT 00745, 1/2" Dense Level 3 - | 330 | SF | $ 13.00 | $ 4,290.00 | |
| ADDITIVE ALTERNATIVE 2 TOTAL | $ 103,803.25 | |||||
| TOTAL BID | $ 3,920,118.20 |
Sheet2
File details come from the government source that posted it. Updated .