00014679 Attachment C Bid Pricing Form.xlsx
XLSX spreadsheet 30 KB Posted
- Attached to
- I-5 SB Over CORP (Yoncalla) Repair
- Solicitation number
- S-73000-00014678
- Issued by
- Douglas County, Oregon
About this file
This is a Bid Pricing Form for an Invitation to Bid (ITB #S-73000-00014679) issued by the Oregon Department of Transportation for concrete bridge deck repairs on Interstate 5 Southbound over CORP (Yoncalla) at Structure No. BR07640A, Mile Post 150.79, in Douglas County, Oregon. The project encompasses 87 line items spanning traffic control, erosion management, site preparation, pipe and structure removal, storm sewer installation, pavement work, signage, and bioretention pond construction. Quantities range from fractional amounts to several thousand units, including 1,800 flagging hours, 2,991 square yards of subgrade geotextile, 2,319 linear feet of 12-inch storm sewer pipe, 16,225 square feet of concrete walks, and 4,700 linear feet of pavement markings. Bids were due electronically through the OregonBuys eProcurement system by August 28, 2025, with substantial completion required by October 17, 2025, and final completion by November 17, 2025. A bid bond equal to 10% of the total bid amount is required, and liquidated damages are assessed at $600 per calendar day for failure to meet the substantial completion deadline.
Bidders must provide unit prices and a total bid amount for each line item, with all pricing entered into the OregonBuys system. The form includes a Buy Oregon Preference certification section allowing bidders to declare whether all bid items or only specific line items are fabricated or processed entirely in Oregon, in accordance with ITB section 7.2.4. Contractors must comply with Oregon prevailing wage rates, maintain qualifying drug testing programs, provide professional references, and certify compliance with tax laws and non-discrimination requirements. The project prioritizes participation from minority, women, emerging small, and veteran-owned businesses as part of the state's diversity, equity, and inclusion commitment. Award will be made to the lowest responsible and responsive bidder meeting all technical specifications outlined in the 2024 Oregon Standard Specifications for Construction and capable of managing complex bridge rehabilitation work, traffic management, and environmental protection requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| ATT B Plans~28.pdf | ||
| Att C_Bid Pricing Form~60.xlsx | XLSX spreadsheet | |
| ATT D Standard Drawings~1.pdf | ||
| 00014678 Bid Results.xlsx | XLSX spreadsheet | |
| 00014678 Invitation to Bid.docx | DOCX document | |
| ATT A Special Provisions and Specifications~35.pdf |
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Text version
Sheet1 Bid Pricing Form ITB #:S-73000-00014679 Name of Firm:_______________________
| Bidder offers to furnish all materials, equipment and labor in strict accordance with the ITB and its attached Specifications on the basis of the total bid amount and/or unit prices as follows: *Bidder Must also enter total bid amount into OregonBuys. | |||||
| 1 | MOBILIZATION | 1 | LS | $ - 0 | |
| 2 | TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC | 1 | LS | $ - 0 | |
| 3 | TEMPORARY SIGNS | 610 | SQFT | $ - 0 | |
| 4 | PORTABLE CHANGEABLE MESSAGE SIGNS | 2 | EACH | $ - 0 | |
| 5 | FLAGGERS | 1,800 | HOUR | $ - 0 | |
| 6 | AUTOMATED FLAGGER ASSISTANCE DEVICE | 2 | EACH | $ - 0 | |
| 7 | TEMPORARY BARRICADES, TYPE II | 18 | EACH | $ - 0 | |
| 8 | TEMPORARY BARRICADES, TYPE III | 2 | EACH | $ - 0 | |
| 9 | TEMPORARY PAVEMENT BARS | 20 | SQFT | $ - 0 | |
| 10 | TEMPORARY TRANSVERSE RUMBLE STRIPS | 66 | FOOT | $ - 0 | |
| 11 | STRIPE REMOVAL | 288 | FOOT | $ - 0 | |
| 12 | LEGEND REMOVAL | 133 | SQFT | $ - 0 | |
| 13 | BAR REMOVAL | 26 | SQFT | $ - 0 | |
| 14 | PEDESTRIAN CHANNELIZING DEVICES | 100 | FOOT | $ - 0 | |
| 15 | EROSION CONTROL | 1 | LS | $ - 0 | |
| 16 | CHECK DAM, TYPE 1 | 2 | EACH | $ - 0 | |
| 17 | EROSION AND SEDIMENT CONTROL MANAGER | 1 | LS | $ - 0 | |
| 18 | CONSTRUCTION ENTRANCE, TYPE 1 | 1 | EACH | $ - 0 | |
| 19 | CONCRETE WASHOUT FACILITY | 2 | EACH | $ - 0 | |
| 20 | SEDIMENT FENCE | 343 | FOOT | $ - 0 | |
| 21 | INLET PROTECTION, TYPE 3 | 38 | EACH | $ - 0 | |
| 22 | SEDIMENT BARRIER, TYPE 3 | 2,434 | FOOT | $ - 0 | |
| 23 | POLLUTION CONTROL PLAN | 1 | LS | $ - 0 | |
| 24 | CONTAMINATED SOIL DISPOSAL | 93 | TON | $ - 0 | |
| 25 | LEAD COMPLIANCE PLAN | 1 | LS | $ - 0 | |
| 26 | SEGREGATE AND STOCKPILE CONTAMINATED SOIL | 1 | LS | $ - 0 | |
| 27 | ABANDON MONITORING WELLS | 1 | LS | $ - 0 | |
| 28 | CONSTRUCTION SURVEY WORK | 1 | LS | $ - 0 | |
| 29 | REMOVAL OF PIPES | 258 | FOOT | $ - 0 | |
| 30 | REMOVAL OF SURFACINGS | 25.1 | SQYD | $ - 0 | |
| 31 | REMOVAL OF INLETS | 1 | EACH | $ - 0 | |
| 32 | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | 1 | LS | $ - 0 | |
| 33 | ASPHALT PAVEMENT SAWCUTTING, 8 INCHES DEEP | 3,144.6 | FOOT | $ - 0 | |
| 34 | CLEARING AND GRUBBING | 0.55 | ACRE | $ - 0 | |
| 35 | GENERAL EXCAVATION | 1,619.1 | CUYD | $ - 0 | |
| 36 | SUBGRADE GEOTEXTILE | 2,991 | SQYD | $ - 0 | |
| 37 | MAINLINE VIDEO INSPECTION | 2,420 | FOOT | $ - 0 | |
| 38 | 8 INCH STORM SEWER PIPE, 5 FT DEPTH | 9 | FOOT | $ - 0 | |
| 39 | 12 INCH STORM SEWER PIPE, 5 FT DEPTH | 2,319 | FOOT | $ - 0 | |
| 40 | 18 INCH STORM SEWER PIPE, 5 FT DEPTH | 92 | FOOT | $ - 0 | |
| 41 | SLOPED END SECTIONS, 8 INCH | 1 | EACH | $ - 0 | |
| 42 | PAVED CULVERT END SLOPES | 26 | SQFT | $ - 0 | |
| 43 | CONCRETE STORM SEWER MANHOLES | 2 | EACH | $ - 0 | |
| 44 | CONCRETE MANHOLES, STORM SEWER POLLUTION CONTROL | 1 | EACH | $ - 0 | |
| 45 | CONCRETE MANHOLES, STORM SEWER POLLUTION CONTROL WITH INLET | 2 | EACH | $ - 0 | |
| 46 | CONCRETE INLETS, TYPE CG-2 | 15 | EACH | $ - 0 | |
| 47 | CONCRETE INLETS, TYPE CG-3 | 5 | EACH | $ - 0 | |
| 48 | CONCRETE INLETS, TYPE CG-3 (MODIFIED) | 1 | EACH | $ - 0 | |
| 49 | CONCRETE INLETS, TYPE D (MODIFIED) | 2 | EACH | $ - 0 | |
| 50 | CONCRETE INLETS, TYPE G-2 | 9 | EACH | $ - 0 | |
| 51 | CONNECTION TO EXISTING STRUCTURES | 3 | EACH | $ - 0 | |
| 52 | MINOR ADJUSTMENT OF MANHOLES | 2 | EACH | $ - 0 | |
| 53 | TRENCH RESURFACING | 213 | SQYD | $ - 0 | |
| 54 | AGGREGATE BASE | 2,540 | TON | $ - 0 | |
| 55 | COMMERCIAL ASPHALT CONCRETE PAVEMENT | 950 | TON | $ - 0 | |
| 56 | EXTRA FOR ASPHALT APPROACHES | 8 | EACH | $ - 0 | |
| 57 | CONCRETE CURBS, CURB AND GUTTER | 2,546 | FOOT | $ - 0 | |
| 58 | CONCRETE CURBS, CURB AND GUTTER, MODIFIED | 24 | FOOT | $ - 0 | |
| 59 | CONCRETE CURBS, LOW PROFILE MOUNTABLE CURB AND GUTTER | 203 | FOOT | $ - 0 | |
| 60 | CONCRETE CURBS, STANDARD CURB | 588 | FOOT | $ - 0 | |
| 61 | CONCRETE DRIVEWAYS | 3,466 | SQFT | $ - 0 | |
| 62 | CONCRETE WALKS | 16,225 | SQFT | $ - 0 | |
| 63 | 10 INCH COLORED CONCRETE SURFACING | 802 | SQFT | $ - 0 | |
| 64 | TRUNCATED DOMES ON NEW SURFACES | 500 | SQFT | $ - 0 | |
| 65 | FACILITY FIELD MARKERS, TYPE S2 | 2 | EACH | $ - 0 | |
| 66 | FACILITY FIELD MARKERS, TYPE S3 | 1 | EACH | $ - 0 | |
| 67 | PERMANENT SURFACE MOUNTED TUBULAR MARKERS | 50 | EACH | $ - 0 | |
| 68 | LONGITUDINAL PAVEMENT MARKINGS - PAINT | 4,700 | FOOT | $ - 0 | |
| 69 | PAVEMENT LEGEND, TYPE B-HS: "SCHOOL" | 1 | EACH | $ - 0 | |
| 70 | PAVEMENT BAR, TYPE B-HS | 32 | SQFT | $ - 0 | |
| 71 | PAVEMENT LEGEND, TYPE B-HS: "XING" | 1 | EACH | $ - 0 | |
| 72 | CROSSWALK CLOSURE SUPPORTS | 1 | EACH | $ - 0 | |
| 73 | REMOVE EXISTING SIGNS | 1 | LS | $ - 0 | |
| 74 | REMOVE AND REINSTALL EXISTING SIGNS | 1 | LS | $ - 0 | |
| 75 | SIGN SUPPORT FOOTINGS | 2.5 | CUYD | $ - 0 | |
| 76 | PERFORATED STEEL SQUARE TUBE SLIP BASE SIGN SUPPORTS | 2,308.8 | LB | $ - 0 | |
| 77 | SIGNS, STANDARD SHEETING, SHEET ALUMINUM | 6 | SQFT | $ - 0 | |
| 78 | SIGNS, STANDARD SHEETING, PLYWOOD | 51.4 | SQFT | $ - 0 | |
| 79 | SIGNS, WIDE ANGLE SHEETING, PLYWOOD | 24.4 | SQFT | $ - 0 | |
| 80 | FLASHING BEACON INSTALLATION, OR39 AT MP 13.68 | 1 | EACH | $ - 0 | |
| 81 | UNINTEGRATED SPEED FEEDBACK ASSEMBLY | 1 | EACH | $ - 0 | |
| 82 | BIORETENTION POND, D00755 | 1 | LS | $ - 0 | |
| 83 | BIORETENTION POND, D00756 | 1 | LS | $ - 0 | |
| 84 | BIORETENTION POND, D00757 | 1 | LS | $ - 0 | |
| 85 | WEED CONTROL | 0.55 | ACRE | $ - 0 | |
| 86 | PERMANENT SEEDING | 0.55 | ACRE | $ - 0 | |
| 87 | ROCK MULCH | 106.4 | TON | $ - 0 | |
| TOTAL | $ - 0 | ||||
| Bidder Instructions: Click on the checkboxes in sections A and B below that apply to your Bid items, and provide additional information if applicable in section B. |
| A. BUY OREGON PREFERENCE: All Bid items fabricated or processed entirely in Oregon. By checking "Yes" below, Bidder certifies the entire Bid qualifies for the Buy Oregon Preference provided in ITB section 7.2.4 - |
| Check one: |
| B. BUY OREGON PREFERENCE: Some individual line-items fabricated or processed entirely in Oregon. By checking "Yes" below, Bidder certifies the Bid items indentified below qualify for the Buy Oregon Preference provided in ITB section 7.2.4 - |
| Check one: |
If "Yes", list below the Bid line-items that are fabricated or processed entirely in Oregon:
Yes No Yes No
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