NV FLAP NYE 10(1) Bob Ruud Mem Hwy & Bell Vista Ave

Form / Attachment / Pricing Sheet

This document provides detailed cross-section (X-SECTION) drawings for the NV FLAP NYE 10(1) project, specifically for the Bob Ruud Memorial Highway and Bell Vista Avenue in Nye County. It illustrates the proposed design grades, subgrades, and original ground conditions at various stations along Schedule A (15.50 miles) and Schedule B (20.50 miles).

• Cross Sections: Detailed graphical representations of the roadway's horizontal and vertical alignment at specific stations (e.g., 852+00.00, 853+50.00).
• Design Grade (Des Grade): The planned elevation of the roadway surface.
• Subgrade Elevation: The elevation of the prepared base layer.
• Original Ground (Original Grnd): The existing ground elevation.
• Slopes and Ditches: Indication of side slopes, ditch details, cut/fill slopes, percentages.
• Scales: Includes horizontal and vertical scales.
• Project Information: Identifies state (NV), project name (BOB RUUD MEM HWY), and sheet numbers.

These cross-sections are critical for bidders to understand the existing terrain and the proposed final grade of the roadway. They provide essential geometric information for accurately estimating earthwork quantities, material requirements, and construction methods for grading, paving, and drainage. Bidders will use this data to develop their proposals and plan their construction activities, making it vital for accurate cost estimation and bid preparation.

Form / Attachment / Pricing Sheet

This document contains the "Conventional Plan Symbols and Abbreviations" for the NV FLAP NYE 10(1) project, located in Nye County. It serves as a reference for interpreting project plans and drawings.

• Abbreviations: A comprehensive list of construction, surveying, materials, and general project terms.
• Symbols: Includes visual representations for drainage, erosion & sediment control, fences, geologic features, landscaping, mapping, roadway elements, signs, and utilities.
• Project Specific Symbols: Unique symbols for this project, such as "2" Asphalt concrete overlay" and "Full depth reclamation and overlay."
• Right-of-Way Symbols: Indicates property boundaries and easements.

This document is essential for bidders to accurately interpret all other project drawings and specifications. Understanding these symbols and abbreviations is critical for correct quantity estimation, construction planning, and ensuring compliance with project requirements.

Other / Unclassified

This document contains detailed engineering drawings for the NV FLAP NYE 10(1) project, focusing on "Signing and Pavement Marking" (Sheets T10-T54) and "Culvert X-Sections" (Sheets Z1-Z18).

• Signing and Pavement Marking: Illustrates placement and types of road signs, lane markings, rumble strips, and speed limits, identified by stationing.
• Culvert X-Sections: Provides detailed cross-sections of culverts, including dimensions, materials (e.g., Polyethylene Pipe, Steel-Reinforced Polyethylene, Riprap), slopes, and end section details.
• Additional Details: Covers temporary traffic control, delineator placement, sign panel and structure details, temporary pavement markings, raised pavement markers, and rumble strips.

These drawings are crucial for bidders to understand the project's scope regarding road safety features, traffic control during construction, and specific drainage structure requirements. They provide critical details on materials, dimensions, and placement necessary for accurate bidding and project execution, helping bidders assess complexity and required resources.

Form / Attachment / Pricing Sheet

This document comprises a Pavement Design Report, "Log of Boring" reports, laboratory test results, pavement condition assessments (including photographs), and detailed pavement design calculations for the NV FLAP NYE 10(1) project. The project covers segments of Bob Ruud Memorial Highway and Bell Vista Avenue in Nye County, Nevada. This report provides revised recommendations for asphalt pavement binder, superseding a July 2023 report, and details subsurface soil conditions and pavement design parameters.

• Project Scope: Bob Ruud Memorial Highway (MM 5.5 to 20.9) and Bell Vista Avenue (MM 0.0 to 5.5).
• Methodology: Utilizes the 1993 AASHTO Guide for the Design of Pavement Structures and the FHWA Federal Lands Highway Project Development and Design Manual (PDDM).
• Subsurface Data: Includes field investigations, geotechnical laboratory testing (Water Content, Grain Size Analysis, Atterberg Limits, R-Value tests), and "Log of Boring" reports detailing soil types, USCS classification, penetration resistance (SPT N-values), and groundwater information.
• Pavement Assessment: Visual evaluation of existing pavement conditions with photographic documentation.
• Pavement Recommendations: Design methodology, traffic loading analysis (ADT, ESALs), subgrade soil conditions (R-values), full depth reclamation considerations, and recommended pavement sections (ACP, CAB, FDR) for project segments.
• Construction and Materials: Outlines site preparation, earthwork, paving materials, and sulfate considerations.
• Appendices: Contain detailed subsurface explorations, laboratory test results, pavement conditions, site photographs, and design calculations.

This comprehensive report is critical for bidders. It provides essential information for:

• Understanding Scope: Details existing pavement conditions, subsurface soil properties, and recommended pavement designs.
• Accurate Cost Estimation: Geotechnical data impacts excavation, foundation, and material requirements.
• Material Selection: Informs choices for fill, base, or sub-base layers.
• Design Feasibility & Risk Assessment: Helps assess proposed designs against existing ground conditions and identify potential subsurface challenges.
• Proposal Development: Essential for developing accurate cost estimates and technical proposals, particularly concerning pavement layer structural requirements.

Form / Attachment / Pricing Sheet

This document comprises detailed engineering plans, cross-sections, and quantity summaries for the "NV FLAP NYE 10(1) BOB RUUD MEM HWY & BELL VISTA AVE" project. It provides essential information for bidders to understand the scope, layout, and specific construction requirements.

• Summary of Quantities: Details estimated quantities for various pay items for both the Bob Ruud Memorial Highway (Schedule A) and Bell Vista Avenue (Schedule B) sections. Units include LPSM, EACH, MILE, ACRE, CUYD, TON, SQYD, LB, LNFT, HOUR, WEEK, and DAY.
• Engineering Plans: Includes plan sheets (C1-C37) showing horizontal alignment, stationing, right-of-way, Bureau of Land Management boundaries, existing contours, proposed road centerlines, and property lines. Approach details (D1-D7) and profile sheets (C38-C40) illustrate vertical alignment, grades, and specific construction requirements for intersections and access points.
• Culvert Details: Provides cross-sections and plan views for various culverts (Polypropylene, Steel-Reinforced Polyethylene), specifying pipe size, material, length, slope, riprap class, end sections, concrete headwalls, wingwalls, and protective aprons.
• Signing and Pavement Marking Plans: Details the placement and type of road signs, pavement markings (solid white, broken yellow, double yellow stripes), rumble strips, and traffic control devices.
• Standard Details: Includes specifications for delineators, sign structures, temporary traffic control, pavement markings, and concrete cutoff walls.
• Professional Seal: All plan sheets are stamped with the seal of Jesse L. Omtvedt, Professional Civil Engineer.

This comprehensive set of documents is critical for bidders to accurately estimate costs, assess resource needs, plan construction sequencing, and ensure compliance with all technical specifications. It outlines the physical layout, specific engineering requirements, and the volume of work for both highway segments, enabling the preparation of a competitive and informed bid.

Other / Unclassified

This document is a "Hydrology and Hydraulics Final Recommendations Report" prepared by HDR Engineering, Inc. for the Federal Highway Administration, Central Federal Lands Highway Division. It details the analysis and recommendations for roadway improvements along approximately 15 miles of Bob Ruud Memorial Highway and 5 miles of W Bell Vista Avenue in Pahrump, Nevada. The report focuses on existing and proposed drainage structures, including culverts and ditches, to address hydrologic and hydraulic conditions.

This report provides critical technical details regarding the existing and proposed drainage infrastructure for the Bob Ruud Memorial Highway and W Bell Vista Avenue project. Bidders interested in this opportunity should review this document to understand:

• Project Scope: The report outlines the specific roadway segments and the nature of proposed improvements, including pavement widening.
• Hydrologic and Hydraulic Analysis: It details the methodologies used (TR-55, Rational Method, HY-8) and the design criteria applied (e.g., 25-year and 100-year storm events, FEMA floodplains).
• Culvert and Ditch Recommendations: The document lists specific existing culverts to be replaced or modified, including proposed sizes and materials. It also details proposed ditch designs and their capacities.
• Low Water Crossings: Information on proposed low water crossings and associated design considerations is provided.
• Variances and Design Exceptions: Potential variances and design exceptions required for certain culvert and crossing designs are highlighted.
• Floodplain Impacts: The report addresses potential impacts on floodplains and relevant regulatory considerations.

Understanding these details is crucial for bidders to accurately assess the project's technical requirements, scope, and potential challenges, and to prepare a compliant and competitive proposal.

Solicitation / RFP / RFQ

This solicitation is for roadway reconstruction, grading, drainage structures, full-depth reclamation, aggregate base, asphalt concrete pavement, signing, striping, and other miscellaneous work. The project is located in Pahrump, Nye County, Nevada.

• Roadway reconstruction and rehabilitation.

• Full-depth reclamation (FDR).

• Installation of new aggregate base.

• Asphalt paving.

• Culvert replacement (requiring approximately 10 feet of excavation).

• Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 (US Customary Units) apply.

• Special Contract Requirements (SCRs) amend and supplement the standard specifications.

• Contract Type: Firm Fixed Price.

• Estimated Price Range: $20,000,000 to $40,000,000.

• Period of Performance: The Contractor shall begin performance within 10 calendar days after notice to proceed and complete the work within the timeframe specified in SCR Section 108.01. Schedule A completion date is July 23, 2027, and Schedule B completion date is September 3, 2027.

• Bids must be submitted in printed copy to the address specified in Item 8 of SF-1442.

• Electronic bids will not be accepted.

• Bid Opening Date: See Page A-1, Item 13A.

• Bid Submission Deadline: 2:00 p.m. local time on 06/02/2026.

• Evaluation: Bids will be evaluated based on price and price-related factors. Schedule B will be evaluated first, then Schedule A if funds are not available for Schedule B.

• A 10% price evaluation factor will be applied to all offers, except for HUBZone small business concerns that have not waived the preference and otherwise successful offers from small business concerns.

• Technical questions deadline: 4 P.M. on May 22, 2026.

• Solicitation Type: Full & Open Competition with HUBZone Price Preference.

• NAICS Code: 237310 (Highway, Street & Bridge Construction) with a small business size standard of $45 million.

• HUBZone small business concerns may elect to waive the evaluation preference.

• Applicable regulations include FAR, RFO, TAR, and Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

• Offerors must be registered in the System for Award Management (SAM).

• A Bid Guarantee is required (RFO Clause 52.228-1).

• Partnering is encouraged but voluntary.