00014426 Bid Results.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- S-73000-00014426
- Issued by
- Douglas County, Oregon
About this file
This document is a bid tabulation sheet for Invitation to Bid (ITB) No. S-73000-00014426, issued by the Oregon Department of Transportation (ODOT) for the ER OR138W MP 16.47A & MP 15.65A Marvin Hill Culvert Repair Project. The project involves repairing two existing culverts crossing OR138W in Douglas County, with bid closing on August 19, 2025, at 10:00 AM. The scope includes temporary work zone traffic control, erosion control, culvert pipe installation, pavement work, and permanent seeding. The project requires substantial completion by September 15, 2025, and final completion by October 15, 2025.
The bid tabulation shows a single bidder, LTM Incorporated (DBA Knife River Materials SLE, Inc.), with a total bid price of $1,373,530.00, which is higher than the engineer's estimate of $1,237,743.00. The project is eligible for FHWA Emergency Relief Program reimbursement and is subject to federal-aid contracting requirements. Bidders must submit a 10% bid bond and provide performance and payment bonds equal to 100% of the contract price. Additional requirements include carrying commercial general liability insurance of $1,000,000 per occurrence and $2,000,000 annual aggregate, with liquidated damages set at $800 per calendar day for delays beyond substantial completion.
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Other files
| File | Type | Posted |
|---|---|---|
| ATT F ODOT Standard Drawings.pdf | ||
| Abstract of Bids Responsiveness - ITB 250040C001 Final Results.pdf | ||
| ATT A Special Provisions and Specifications~34.pdf | ||
| 00014426 Invitation to Bid.docx | DOCX document | |
| ATT E FHWA Form 1273~2.pdf | ||
| 00014426 Addendum 1.docx | DOCX document | |
| ATT B Plans~27.pdf | ||
| ATT C Bid Pricing Form~13.xlsx | XLSX spreadsheet | |
| ATT C Bid Pricing Form_REVISED.xlsx | XLSX spreadsheet | |
| ATT D Project Wage Rates~5.pdf |
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Text version
Sheet1
| Date Issued: | 8/19/25 | |||||
| ITB No. | S-73000-00014426 | BIDDER | ||||
| NAME: | LTM Incorporated, DBA Knife River Materials | SLE, Inc. | ||||
| Bid Closing: | 8/19/2025 at 10:00 AM | CITY/STATE: | Roseburg, OR | Vancouver, WA | ||
| Description: | ER OR138W MP 16.47A & MP 15.65A Marvin Hill Culvert Repair Project | CCB# | 56603 | 153209 | ||
| 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
| 1 | MOBILIZATION | 1 | LS | $103,403.00 | $103,403.00 | $127,500.00 | $127,500.00 |
| 2 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE | 1 | LS | $28,500.00 | $28,500.00 | $30,000.00 | $30,000.00 |
| 3 | PORTABLE CHANGEABLE MESSAGE SIGNS | 2 | EACH | $3,250.00 | $6,500.00 | $2,900.00 | $5,800.00 |
| 4 | FLAGGERS | 350 | HOUR | $93.00 | $32,550.00 | $105.00 | $36,750.00 |
| 5 | FLAGGER STATION LIGHTING | 2 | EACH | $600.00 | $1,200.00 | $1,200.00 | $2,400.00 |
| 6 | AUTOMATED FLAGGER ASSISTANCE DEVICE | 2 | EACH | $3,250.00 | $6,500.00 | $1,210.00 | $2,420.00 |
| 7 | TEMPORARY BARRIER | 360 | FOOT | $35.00 | $12,600.00 | $30.00 | $10,800.00 |
| 8 | TEMPORARY IMPACT ATTENUATOR, NARROW SITE SYSTEM | 2 | EACH | $3,500.00 | $7,000.00 | $2,250.00 | $4,500.00 |
| 9 | REPAIR TEMPORARY IMPACT ATTENUATOR, NARROW SITE SYSTEM | 2 | EACH | $1,250.00 | $2,500.00 | $1,100.00 | $2,200.00 |
| 10 | TEMPORARY WATER MANAGEMENT FACILITY AT STATION "C1" 101+06 | 1 | LS | $10,000.00 | $10,000.00 | $12,000.00 | $12,000.00 |
| 11 | TEMPORARY WATER MANAGEMENT FACILITY AT STATION "C2" 203+15 | 1 | LS | $12,000.00 | $12,000.00 | $12,000.00 | $12,000.00 |
| 12 | EROSION CONTROL | 1 | LS | $2,000.00 | $2,000.00 | $2,100.00 | $2,100.00 |
| 13 | MATTING, TYPE D | 20 | SQYD | $18.00 | $360.00 | $26.00 | $520.00 |
| 14 | SEDIMENT BARRIER, TYPE 3 | 800 | FOOT | $5.00 | $4,000.00 | $7.00 | $5,600.00 |
| 15 | POLLUTION CONTROL PLAN | 1 | LS | $500.00 | $500.00 | $1,500.00 | $1,500.00 |
| 16 | CONSTRUCTION SURVEY WORK | 1 | LS | $10,000.00 | $10,000.00 | $32,300.00 | $32,300.00 |
| 17 | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | 1 | LS | $500.00 | $500.00 | $3,800.00 | $3,800.00 |
| 18 | ASPHALT PAVEMENT SAW CUTTING | 170 | FOOT | $20.00 | $3,400.00 | $8.00 | $1,360.00 |
| 19 | CLEARING AND GRUBBING | 1 | LS | $13,000.00 | $13,000.00 | $20,000.00 | $20,000.00 |
| 20 | GENERAL EXCAVATION | 7600 | CUYD | $35.50 | $269,800.00 | $50.00 | $380,000.00 |
| 21 | STONE EMBANKMENT | 14000 | TON | $30.00 | $420,000.00 | $29.00 | $406,000.00 |
| 22 | RIPRAP GEOTEXTILE, TYPE 2 | 2100 | SQYD | $5.00 | $10,500.00 | $3.00 | $6,300.00 |
| 23 | SUBGRADE GEOTEXTILE | 150 | SQYD | $7.00 | $1,050.00 | $5.00 | $750.00 |
| 24 | LOOSE RIPRAP, CLASS 50 | 30 | TON | $75.00 | $2,250.00 | $225.00 | $6,750.00 |
| 25 | CIPP LINER, 24 INCH | 190 | FOOT | $350.00 | $66,500.00 | $350.00 | $66,500.00 |
| 26 | MAINLINE VIDEO INSPECTION | 250 | FOOT | $10.00 | $2,500.00 | $18.00 | $4,500.00 |
| 27 | 6 INCH DRAIN PIPE | 45 | FOOT | $35.00 | $1,575.00 | $26.00 | $1,170.00 |
| 28 | SUBSURFACE DRAIN OUTLETS | 1 | EACH | $500.00 | $500.00 | $500.00 | $500.00 |
| 29 | 18 INCH CULVERT PIPE, 10 FT DEPTH | 59 | FOOT | $760.00 | $44,840.00 | $315.00 | $18,585.00 |
| 30 | 18 INCH ANCHORED SLOPE CULVERT PIPE | 27 | FOOT | $165.00 | $4,455.00 | $121.00 | $3,267.00 |
| 31 | 24 INCH CULVERT PIPE, 10 FT DEPTH | 40 | FOOT | $400.00 | $16,000.00 | $330.00 | $13,200.00 |
| 32 | 18 INCH STORM SEWER PIPE, 5 FT DEPTH | 10 | FOOT | $200.00 | $2,000.00 | $208.00 | $2,080.00 |
| 33 | SLOPED END SECTIONS, 18 INCH | 2 | EACH | $525.00 | $1,050.00 | $375.00 | $750.00 |
| 34 | SLOPED END SECTIONS, 24 INCH | 2 | EACH | $525.00 | $1,050.00 | $400.00 | $800.00 |
| 35 | CONCRETE INLETS, TYPE G-2 | 1 | EACH | $5,600.00 | $5,600.00 | $3,025.00 | $3,025.00 |
| 36 | FILLING ABANDONED STRUCTURES | 1 | EACH | $4,000.00 | $4,000.00 | $1,000.00 | $1,000.00 |
| 37 | TRENCH RESURFACING | 20 | SQYD | $370.00 | $7,400.00 | $468.00 | $9,360.00 |
| 38 | COLD PLANE PAVEMENT REMOVAL, 3 INCHES DEEP | 430 | SQYD | $33.00 | $14,190.00 | $37.00 | $15,910.00 |
| 39 | AGGREGATE BASE | 200 | TON | $75.00 | $15,000.00 | $60.00 | $12,000.00 |
| 40 | LEVEL 3, 1/2 INCH ACP MIXTURE | 200 | TON | $190.00 | $38,000.00 | $209.00 | $41,800.00 |
| 41 | CONCRETE CURBS, STANDARD CURB | 230 | FOOT | $40.00 | $9,200.00 | $50.00 | $11,500.00 |
| 42 | DELINEATORS, TYPE 1 | 4 | EACH | $125.00 | $500.00 | $242.00 | $968.00 |
| 43 | CULVERT DRAINAGE MARKERS, TYPE 1 | 2 | EACH | $200.00 | $400.00 | $275.00 | $550.00 |
| 44 | CULVERT DRAINAGE MARKERS, TYPE 2 | 1 | EACH | $100.00 | $100.00 | $325.00 | $325.00 |
| 45 | MONO-DIRECTIONAL WHITE TYPE IAR MARKERS, RECESSED | 8 | EACH | $60.00 | $480.00 | $125.00 | $1,000.00 |
| 46 | BI-DIRECTIONAL YELLOW TYPE IAR MARKERS, RECESSED | 9 | EACH | $60.00 | $540.00 | $135.00 | $1,215.00 |
| 47 | THERMOPLASTIC, SPRAYED, SURFACE, NON-PROFILED | 1100 | FOOT | $5.00 | $5,500.00 | $7.00 | $7,700.00 |
| 48 | PERMANENT SEEDING | 0.3 | ACRE | $7,500.00 | $2,250.00 | $8,250.00 | $2,475.00 |
| 49 | TOPSOIL | 400 | CUYD | $85.00 | $34,000.00 | $100.00 | $40,000.00 |
| TOTAL | $ 1,237,743.00 | $ 1,373,530.00 |
File details come from the government source that posted it. Updated .