ODF-T FY26 Sac River Access Roadwork

Form / Attachment / Pricing Sheet

This document is a Supplemental Bid/Proposal Schedule for Solicitation No. W912DQ26QA009, related to the FY25 Sac River Access Roadwork Project. It is intended to assist the Government in evaluating prices and should be completed by the contractor in addition to the CLIN Schedule. While not contractually binding, the individual supplemental items should align with the prices in the CLIN schedule. The CLIN schedule will take precedence in case of discrepancies.

• CLIN 0001: Pulverization for Reclaimed Asphalt for base, including testing, pulverization of existing asphalt, and placement of hot mix asphalt pavement.
• CLIN 0002 (Option): Installation of aggregate shouldering.
• CLIN 0003 (Option): Aggregate Rehabilitation, including removing and replacing parking curbs, and grading/prep for rock overlay in specific locations.
• CLIN 0004 (Option): Osage Bluff Crack Fill, including preparation and installation.
• CLIN 0005 (Option): Osage Bluff Bituminous Surface Treatment, including removing and re-installing parking curbs and applying surface sealant.
• Quantities, units, unit prices, and extended prices are to be filled in by the contractor.
• A note indicates that any unlisted work should be priced under the most closely related supplemental item.

This schedule requires bidders to provide detailed pricing for various roadwork components, including pulverization, asphalt placement, aggregate installation, crack filling, and surface treatment. Bidders must carefully review the quantities and units provided, verify dimensions, and accurately extend prices. The total from this supplemental schedule should align with the main CLIN schedule, with the latter controlling for evaluation purposes. This document is crucial for understanding the cost breakdown and for preparing a competitive bid.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the solicitation.

• Asphalt Mix Specifications: Required specifications are detailed in section 2.1 of document 32 11 26.
• Tack Coat Oil: Type and application ratios can be found in sections 2.3, 3.3, and 3.5.3 of document 32 11 13.
• Shoulder Material: Type and section details are in section 2.1.2 of document 32 11 23. Written specifications supersede drawing packages.
• Curbs: The scope involves removal and replacement of existing curbs; no additional curbs are to be added. Replacement curb types will be identified during pre-inspection, with the Government supplying needed replacements. The contractor is responsible for any damage during removal or replacement.
• Asphalt Thickness: The required asphalt thickness is 4 inches, as per CP 502 A1 Typical HMA road replacement.
• Project Start Date: A Notice to Proceed will be issued after submittals are approved.
• Project Completion Date: The contractor has 270 days from the Notice to Proceed to complete the work.
• Option Line Item 0004 (Demolition): No demolition is required for this option line item.
• Compaction (Sheet ID CP503): Compaction is confirmed as long as rubber-tired vehicles or equipment over 6000 pounds do not displace newly placed aggregate, essentially a proof roll.
• Option Line Item 003: This involves a 2-inch minimum using the existing grade; no specific elevations or stations are provided.
• Surveying and Staking: There is no surveying and staking for elevations required for this contract. The term 'survey' in the contract refers to a visual survey of site conditions.

These clarifications provide specific details on material specifications, scope of work, timelines, and requirements, which bidders should consider when preparing their proposals.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the solicitation for services at the Harry S. Truman.

• Sealcoat Application: Seal coating is required in addition to crack filling. Refer to CLIN 0005 in the supplemental Bid Schedule for details.
• Sealer Heating: If a proposed product can be applied at ambient temperature and meets all specification requirements, heating is not mandatory, and section 2.3.1 regarding heaters is not applicable.
• Material Approval Submittal: For material approval, bidders must submit a manufacturer's Technical Data Sheet (TDS) or Product Data Sheet. A Safety Data Sheet (SDS) is insufficient as it lacks the necessary technical performance information.

This Q&A clarifies specific requirements related to materials and application methods, which may affect how bidders prepare their technical proposals and select materials.

Form / Attachment / Pricing Sheet

This document is a Supplemental Bid Schedule for Solicitation No. W912DQ26QA009, related to the FY25 Sac River Access Roadwork Project. It is intended to assist the Government in evaluating bidder prices. While not contractually binding, bidders should complete this schedule in addition to the CLIN Schedule. The individual supplemental items should align with the prices in the CLIN schedule; the CLIN schedule will take precedence in case of discrepancies.

• CLIN 0001: Pulverization for Reclaimed Asphalt for base, including testing, pulverization, and placement of hot mix asphalt pavement.
• CLIN 0002 (Option): Installation of aggregate shouldering.
• CLIN 0003 (Option): Aggregate Rehabilitation, including removing/replacing parking curbs, grading, and rock overlay for specific locations.
• CLIN 0004 (Option): Osage Bluff Crack Fill, including preparation and installation.
• CLIN 0005 (Option): Osage Bluff Bituminous Surface Treatment, including removing/re-installing parking curbs and applying surface sealant.
• Quantities, units, unit prices, and extended prices are to be filled in by the bidder.

Bidders must use this schedule to provide pricing for various roadwork components. It details specific tasks and quantities for the FY25 Sac River Access Roadwork Project. Bidders should ensure their pricing here aligns with the main CLIN schedule, as the CLIN schedule is the controlling document for evaluation. Any work not explicitly listed should be priced under the most closely related supplemental item.

Forms / Attachments / Pricing Sheets

This document package contains drawings and site plans related to the FY25 Roadwork Project at Harry S. Truman Dam and Reservoir. It provides detailed visual information for various construction areas.

• Sheet G 002 & G 003: Location maps showing the project vicinity, specific project locations (Sac River Access, Osage Bluff Recreational Area), and the project area.
• Sheet CP 100: Paving Site Plan for Sac River Access Road Rehabilitation, including estimated quantities for HMA replacement and shouldering.
• Sheet CP 101: Aggregate Parking Lot Site Plan for Sac River Access, detailing gravel overlay and curb work with estimated quantities.
• Sheet CP 102: Site Plan for Osage Access Crack Fill and Surface Sealant, with estimated quantities for crack fill and surface sealant.
• Sheet CP 501: Paving Site Plan for Sac River Access Entry Rehabilitation, showing entrance tie-in details.
• Sheet CP 502: Typical HMA Pavement Details, illustrating existing and replaced road sections, including modified base and wedge sections.
• Sheet CP 503: Typical Aggregate Surfacing Details for roads and parking areas.
• Sheet R31: Osage Bluff Boat Launching Facility Site Plan (Record Drawing), showing grading and site layout.

These drawings are critical for bidders to understand the scope, location, and specific technical requirements of the roadwork project. They detail the areas requiring rehabilitation, the types of work to be performed (paving, aggregate surfacing, crack filling, etc.), and provide estimated quantities for materials and labor. Bidders must use these plans to accurately assess project complexity, develop their bids, and plan their execution strategies.

Solicitation / RFP / RFQ

This solicitation is for road work services on the SAC Access Roads at the Harry S. Truman Project in the Operations Division of the Kansas City District, U.S. Army Corps of Engineers. The project involves rehabilitation of public use areas, including HMA replacement, aggregate shoulders, aggregate parking lot rehabilitation, and pavement crack filling. This is a full and open competition procurement.

• Base CLIN (0001): Harry S Truman, Sac River Access HMA Replacement. This involves pulverizing existing HMA pavement, spreading, compacting, and placing new HMA pavement. The period of performance is 270 days from Notice to Proceed.

• Option Line Item 0002: Harry S Truman Lake, Sac River Access Road Shouldering. This involves installing aggregate shoulders on the new HMA roadway.

• Option Line Item 0003: Harry S Truman Lake, Sac River Access Aggregate Parking Lot Rehabilitation. This involves removing parking curbs, grading, adding aggregate, and re-installing parking curbs.

• Option Line Item 0004: Harry S Truman Lake, Osage Bluff Pavement Crack Fill. This involves preparation and placement of asphalt crack filler.

• Option Line Item 0005: Harry S Truman Lake, Osage Bluff Surface Seal Treatment. This involves removing parking curbs, providing asphalt surface seal, and re-installing parking curbs.

• Contract Type: Firm Fixed Price.

• Estimated Price Range: Between $100,000 and $250,000.

• Period of Performance: 270 calendar days from Notice to Proceed for the base CLIN. Option periods are concurrent with the base CLIN and will be exercised at the time of award or within the period of performance, but no later than 90 days before contract expiration.

• Proposal Submission: Quotes must be submitted via email to cade.s.zelinsky@usace.army.mil and christopher.w.anderson@usace.army.mil in PDF format.

• Quote Due Date: 09 February 2026, 12:00 PM local time.

• Evaluation Criteria: Offers will be evaluated based on Price, Relative Experience, and Past Performance. Relative Experience and Past Performance, when combined, are more important than price.

• This is a full and open competition procurement.

• SAM.gov Registration: Contractors must be registered in the SAM database at the time a quote is submitted.

• Bid Guarantee: Required if quote exceeds $150,000.

• Site Visit: Scheduled for 22 January 2026, 10:00 am CST. Meeting point: 37.998235, -93.734587.

• Inquiries: Last day to submit inquiries is 02 February 2026, 12 PM local time.

• Buy American Act: Applies to construction materials.

• Bonding Requirements: Performance and Payment Bonds are required if the offer price exceeds $150,000.