ADD 1 ATT C Bid Pricing Form R1.xlsx

XLSX spreadsheet 22 KB Posted

Attached to
ER OR42 MP18. 9 Culvert Repair Project
Solicitation number
S-73000-00014939
Issued by
Coos County, Oregon

About this file

The provided file is an Attachment C Bid Pricing Form for the Oregon Department of Transportation (ODOT) ER OR42 MP18.9 Culvert Repair Project located in Coos County, Oregon. The project involves emergency relief work along the Coos Bay - Roseburg Highway, with a comprehensive bid pricing schedule detailing 45 line items for construction activities. The scope includes removing an existing 18" culvert pipe, installing a new 30" culvert pipe through eastbound travel lanes, roadway reconstruction, and rock buttress construction. Key activities encompass temporary traffic protection, water management, erosion control, subgrade stabilization, culvert pipe installation, and pavement work. The project is scheduled to begin upon Notice to Proceed, with Substantial Completion required by November 20, 2025, and Final Completion by November 27, 2025. Bids are due electronically through the OregonBuys system by October 7, 2025.

The bid pricing form includes detailed unit pricing for various construction elements, with estimated quantities ranging from 1 to 21,210 units across categories such as mobilization, traffic control, erosion control, excavation, pipe installation, and roadway restoration. The project is funded through state funds and will be reimbursed by the Federal Highway Administration (FHWA) Emergency Relief Program. Contractors must comply with specific requirements, including employing apprentices for 12 percent of work hours for contracts over $750,000, being BOLI Registered Training Agents, and meeting diversity, equity, and inclusion workforce composition goals. A performance and payment bond of 100% of the contract price is required. The project involves complex utility coordination with multiple providers and adherence to strict environmental and technical specifications, emphasizing the technical complexity and regulatory compliance necessary for successful bid submission and project execution.

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Other files

File Type Posted
ADD 1 ATT A Special Provisions and Specifications R1.pdf PDF
00014939 Invitation to Bid.docx DOCX document
COBID Notice_NVC~1.pdf PDF
Attachment H Apprenticeship Requirements~1.docx DOCX document
ATT A Special Provisions and Specifications~37.pdf PDF
ATT B Plans~30.pdf PDF
Copy of ATT C Bid Pricing Form 00014939.xlsx XLSX spreadsheet
00014939 Bid Results.xlsx XLSX spreadsheet
ATT G Project Wage Rates~3.pdf PDF
ATT I FHWA Form 1273~4.pdf PDF
00014939 Addendum 1.docx DOCX document
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Text version

Sheet1

ATTACHMENT C - BID PRICING FORM R1
Bidder name:
City, State:

The Bidder proposes to furnish all material, equipment and labor, and perform all work for ODOT, in strict accordance with the ITB and the Plans, Specifications and other provisions incorporated in the ITB, on the basis of the lump sum or unit prices, or both, as follows:

ItemDescriptionEst QtyUnitUnit PriceTotal
1Mobilization1LS
2Temporary Protection and Direction of Traffic1LS
3Temporary Signs180SQFT
4Sequential Arrow Signs3EA
5Portable Changeable Message Signs2EA
6Temporary Barricades, Type III5EA
7Temporary Plastic Drums88EA
8Temporary Non-Reflective Tape4950FT
9Temporary Barrier850FT
10Temporary Impact Attenuator, Narrow Site System2EA
11Temporary Impact Attenuator, Truck Mounted1EA
12Repair Temporary Impact Attenuator, Narrow Site System4EA
13Repair Temporary Impact Attenuator, Truck Mounted2EA
14Temporary Water Management Facility1LS
15Erosion Control1LS
16Plastic Sheeting500SQYD
17Construction Entrance, Type 11EA
18Sediment Fence500FT
19Straw Bale30EA
20Pollution Control Plan1LS
21Construction Survey Work1LS
22Removal of Pipes172FT
23Removal of Structures and Obstructions1LS
24Asphalt Pavement Saw Cutting (10 Inch Depth)400FT
25Clearing and Grubbing1LS
26General Excavation13025CUYD
27Stone Embankment21210TONS
2818 Inch Subgrade Stabilization25SQYD
29Riprap Geotextile, Type 23500SQYD
30Subgrade Geotextile700SQYD
31Riprap Basins1EA
32Mainline Video Inspection172FT
3330 Inch Culvert Pipe, Over 20 FT Depth172FT
34Sloped End Sections, 30 Inch2EA
35Safety End Sectins, 30 Inch2EA
36Trench Resurfacing40SQYD
37Cold Plan Pavement Removal, 3 Inches Deep250SQYD
38Aggregate Base and Shoulders1310TON
39Level 3, 1/2 Inch ACP Mixture (64-22 oil)800TON
40Delineators, Type 12EA
41Culvert Drainage Markers, Type 12EA
42Bi-Directional Yellow Type IAR Markers20EA
43Thermoplastic, Sprayed, Surface, Non-Profiled900FT
44Permanent Seeding0.5ACRE
45Topsoil470CUYD

File details come from the government source that posted it. Updated .