00013826 Preliminary Results.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- S-73000-00013286
- Issued by
- Baker County, Oregon
About this file
The document is a bid tabulation for the Oregon Department of Transportation (ODOT), specifically for the I-84 N. Huntington Interchange Bridge Deck Repairs project located in Baker and Malheur Counties. The invitation to bid (ITB No. S-73000-00013286) was issued on 5/8/25, with bid closing scheduled for 05/08/2025 at 10:00 AM, involving comprehensive highway infrastructure rehabilitation between mile posts 345.830 and 368.248. The project encompasses 40 distinct bid items including mobilization, temporary traffic protection, traffic direction, signage, barricades, erosion control, bridge removal work, concrete sealing, joint repairs, pavement repairs, and striping. Two bidders submitted proposals: HP Civil Inc. and Wildish Standard Paving Co., with HP Civil Inc. presenting a total bid of $927,384.50 and Wildish Standard Paving Co. submitting a bid of $1,075,167.36.
The procurement is structured as a public works contract with substantial completion targeted for July 15, 2025, and final completion by August 1, 2025. Bidders are required to submit electronic proposals through the OregonBuys eProcurement system, provide a 10% bid bond, and meet specific licensing and insurance requirements. The contract mandates compliance with prevailing wage rates, Buy America requirements, and Oregon Standard Specifications for Construction. Contractors must implement rigorous traffic management strategies, with liquidated damages of $800 per calendar day for substantial completion delays and $500 per 15-minute interval for unauthorized lane closures. While the precise total contract value is not explicitly stated, the comprehensive nature of the project suggests a significant infrastructure investment funded through state resources.
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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 | |
| 00013286 Intent To Award~1.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 | |||
| Description: | I-84 N Huntington Intchge Bridge Deck Repairs | |||
| This bid tabulation is not an indicator of award. It is only a tabulation of the bids submitted for consideration. |
| Bid Item # | Description | Est | |
| QTY | UNIT | UNIT | |
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
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| PRICE | TOTAL | ||
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| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL | ||
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| 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 .