00013286 Intent To Award~1.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- S-73000-00013286
- Issued by
- Baker County, Oregon
About this file
This is an Intent to Award document from the Oregon Department of Transportation (ODOT) for the I-84 N Huntington Interchange Bridge Deck Repairs project. The bid tabulation indicates ODOT intends to award the contract to HP Civil Inc. for a comprehensive highway infrastructure rehabilitation project located in Baker and Malheur Counties. The project involves installing temporary traffic control, bridge deck seal and joint repairs, concrete pavement repairs, and permanent striping along Interstate 84 between mile posts 345.830 and 368.248. The bid closed on May 8, 2025, at 10:00 AM, with the contract scheduled for substantial completion by July 15, 2025, and final completion by August 1, 2025.
The total bid price for HP Civil Inc. is $927,384.50, which was lower than the competing bid from Wildish Standard Paving Co. at $1,075,167.36. The project requires compliance with prevailing wage rates, Buy America requirements, and Oregon Standard Specifications for Construction. Contractors must provide a 10% bid bond, submit first-tier subcontractor disclosures, and meet specific licensing and insurance requirements. Liquidated damages are established at $800 per calendar day for substantial completion delays and $500 per 15-minute interval for unauthorized lane closures. The contract appears to be funded through state resources and requires specialized construction expertise in highway and bridge repair techniques.
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Other files
| File | Type | Posted |
|---|---|---|
| Required Supplemental Request Form - Public Improvement.dat | — | |
| Invitation.To.Bid~20.docx | DOCX document | |
| Cheese Blended.docx | DOCX document | |
| Attachment A Plans~10.pdf | ||
| Addendum.3~1.docx | DOCX document | |
| Attachment C Bid.Pricing.Form.xlsx | XLSX spreadsheet | |
| 00013826 Preliminary Results.xlsx | XLSX spreadsheet | |
| Addendum.1~4.docx | DOCX document | |
| Addendum.2~2.docx | DOCX document | |
| Attachment B Special Provisions.pdf |
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Text version
Sheet1
| Date Issued: | 5/8/25 | |||
| ITB No. | S-73000-00013286 | BIDDER | ||
| NAME: | HP Civil Inc. | Wildish Standard Paving Co. | ||
| Bid Closing: | 05/08/2025 @ 10:00 AM | CITY/STATE: | ||
| Description: | I-84 N Huntington Intchge Bridge Deck Repairs | CCB#: | ||
| This bid tabulation shall serve as ODOT's notice of intent to award a contract to (HP Civil Inc). Aggrieved Bidders have 5 calendar days from the issued date shown above to protest the intent to award. |
| Bid Item # | Description | Est | |
| QTY | UNIT | UNIT | |
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL |
PRICE
| 1 | MOBILIZATION | 1 | LUMP SUM | $ 92,738.45 | $ 92,738.45 | $ 327,500.00 | $ 327,500.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 2 | TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC | 1 | LUMP SUM | $ 140,000.00 | $ 140,000.00 | $ 327,500.00 | $ 327,500.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 3 | TEMPORARY SIGNS | 700 | SQFT | $ 24.00 | $ 16,800.00 | $ 15.00 | $ 10,500.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 4 | SEQUENTIAL ARROW SIGNS | 2 | EA | $ 4,000.00 | $ 8,000.00 | $ 500.00 | $ 1,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 5 | PORTABLE CHANGEABLE MESSAGE SIGNS | 2 | EA | $ 5,500.00 | $ 11,000.00 | $ 2,000.00 | $ 4,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 6 | RADAR SPEED TRAILER | 2 | EA | $ 5,500.00 | $ 11,000.00 | $ 500.00 | $ 1,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 7 | TEMPORARY BARRICADES, TYPE III | 6 | EA | $ 165.00 | $ 990.00 | $ 100.00 | $ 600.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 8 | TEMPORARY PLASTIC DRUMS | 272 | EA | $ 48.00 | $ 13,056.00 | $ 10.00 | $ 2,720.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 9 | TEMPORARY STRIPING | 20800 | FOOT/FEET | $ 0.30 | $ 6,240.00 | $ 0.01 | $ 208.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 10 | STRIPE REMOVAL | 41205 | FOOT/FEET | $ 0.55 | $ 22,662.75 | $ 0.01 | $ 412.05 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 11 | TEMPORARY IMPACT ATTENUATOR, NARROW SITE SYSTEM | 3 | EA | $ 4,250.00 | $ 12,750.00 | $ 0.01 | $ 0.03 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 12 | MOVING TEMPORARY IMPACT ATTENUATORS, NARROW SITE SYSTEM | 3 | EA | $ 2,150.00 | $ 6,450.00 | $ 0.01 | $ 0.03 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 13 | TEMPORARY IMPACT ATTENUATOR, TRUCK MOUNTED | 1 | EA | $ 21,000.00 | $ 21,000.00 | $ 30,000.00 | $ 30,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 14 | REPAIR TEMPORARY IMPACT ATTENUATOR, NARROW SITE SYSTEM | 1 | EA | $ 1.00 | $ 1.00 | $ 0.01 | $ 0.01 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 15 | REPAIR TEMPORARY IMPACT ATTENUATOR, TRUCK MOUNTED | 1 | EA | $ 1.00 | $ 1.00 | $ 0.01 | $ 0.01 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 16 | TEMPORARY BARRIER | 2425 | FOOT/FEET | $ 36.70 | $ 88,997.50 | $ 0.01 | $ 24.25 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 17 | SURFACE MOUNTED TUBULAR MARKERS | 80 | EA | $ 90.00 | $ 7,200.00 | $ 0.01 | $ 0.80 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 18 | REPLACE SURFACE MOUNTED TUBULAR MARKERS | 10 | EA | $ 90.00 | $ 900.00 | $ 0.01 | $ 0.10 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 19 | EROSION CONTROL | 1 | LUMP SUM | $ 1,500.00 | $ 1,500.00 | $ 4,000.00 | $ 4,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 20 | POLLUTION CONTROL PLAN | 1 | LUMP SUM | $ 500.00 | $ 500.00 | $ 3,000.00 | $ 3,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 21 | 18 INCH SUBGRADE STABILIZATION | 130 | SQUARE YAR | $ 95.00 | $ 12,350.00 | $ 50.00 | $ 6,500.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 22 | TEMPORARY WORK ACCESS AND CONTAINMENT | 1 | LUMP SUM | $ 1,500.00 | $ 1,500.00 | $ 2,000.00 | $ 2,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 23 | BRIDGE REMOVAL WORK | 1 | LUMP SUM | $ 5,000.00 | $ 5,000.00 | $ 12,000.00 | $ 12,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 24 | CLASS 2 PREPARATION | 6 | SQUARE YAR | $ 280.00 | $ 1,680.00 | $ 800.00 | $ 4,800.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 25 | PENETRATING CONCRETE SEALING | 16560 | SQFT | $ 1.50 | $ 24,840.00 | $ 3.00 | $ 49,680.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 26 | CONCRETE AND CRACK SEALER | 16560 | SQFT | $ 1.55 | $ 25,668.00 | $ 3.00 | $ 49,680.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 27 | CONSTRUCTING ELASTOMERIC CONCRETE NOSING | 90 | SQFT | $ 76.00 | $ 6,840.00 | $ 100.00 | $ 9,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 28 | ELASTOMERIC CONCRETE NOSING MATERIAL | 0.6 | CUYD | $ 3,300.00 | $ 1,980.00 | $ 2,550.00 | $ 1,530.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 29 | PRECOMPRESSED FOAM SILICONE JOINT SEAL | 1 | LUMP SUM | $ 15,000.00 | $ 15,000.00 | $ 12,000.00 | $ 12,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 30 | HOT APPLIED JOINT SEALANT | 1 | LUMP SUM | $ 15,000.00 | $ 15,000.00 | $ 10,000.00 | $ 10,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 31 | BRIDGE RAIL SILANE SEALING | 1170 | SQFT | $ 1.44 | $ 1,684.80 | $ 3.00 | $ 3,510.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 32 | BRIDGE IDENTIFICATION MARKERS | 4 | EA | $ 300.00 | $ 1,200.00 | $ 1,000.00 | $ 4,000.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 33 | COLD PLANE PAVEMENT REMOVAL, 2 INCHES DEEP | 18 | SQUARE YAR | $ 110.00 | $ 1,980.00 | $ 0.01 | $ 0.18 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 34 | COLD PLANE PAVEMENT REMOVAL, 3 INCHES DEEP | 5900 | SQUARE YAR | $ 3.00 | $ 17,700.00 | $ 0.01 | $ 59.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 35 | LEVEL 3, 1/2 INCH ACP MIXTURE | 990 | TON | $ 165.00 | $ 163,350.00 | $ 0.01 | $ 9.90 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 36 | CONTINUOUSLY REINFORCED CONCRETE PAVEMENT REPAIR | 203 | SQUARE YAR | $ 350.00 | $ 71,050.00 | $ 900.00 | $ 182,700.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 37 | SPALL REPAIR | 22 | SQUARE YAR | $ 300.00 | $ 6,600.00 | $ 600.00 | $ 13,200.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 38 | TERMINAL EXPANSION JOINT REPAIR | 72 | FOOT/FEET | $ 250.00 | $ 18,000.00 | $ 25.00 | $ 1,800.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 39 | REMOVE AND REINSTALL EXISTING CONCRETE BARRIER, TALL | 1800 | FOOT/FEET | $ 21.50 | $ 38,700.00 | $ 0.01 | $ 18.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| 40 | PLURAL COMPONENT, SPRAYED, GROOVED | 21500 | FOOT/FEET | $ 1.65 | $ 35,475.00 | $ 0.01 | $ 215.00 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||
| TOTAL | $ 927,384.50 | $ 1,075,167.36 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
File details come from the government source that posted it. Updated .