GAOA 4FO SMCG Trail Renovation

Solicitation / RFP / RFQ

This document is a solicitation for commercial items, specifically for the "BASE ASPHALT TRAIL" and potentially "OPTION 1" and "OPTION 2" for asphalt trail work. The solicitation number is 1240LT2600027.

• The primary deliverable is "BASE ASPHALT TRAIL".

• Options for additional work (OPTION 1, OPTION 2) are also listed.

• The period of performance is from 06/01/2026 to 09/30/2026.

• The contract type is for commercial items.

• The solicitation issue date is 02/25/2026.

• The offer due date is 03/31/2026 at 1500 MT.

• The solicitation incorporates FAR clauses 52.212-1, 52.212-4, and 52.212-5 by reference, with addenda potentially attached.

• The North American Industry Classification Standard (NAICS) code is 238990.

• The size standard is $16.5 million.

• The acquisition is set aside for Small Business.

• The issuing office is USDA-FS CSA INTERMOUNTAIN 8, located in Ogden, UT.

• The solicitation is being issued as a Request for Proposal (RFP).

Solicitation / RFP / RFQ

This is a combined synopsis/solicitation for commercial items, issued as a Request for Quotation (RFQ) under solicitation number 1240LT26Q0027. The acquisition is set aside for small business concerns. The project involves the construction of an asphalt trail connecting the upper visitor center to the lower Acastus Trail and the replacement of a 36" corrugated metal pipe (CMP).

• Trail Construction: Includes clearing and grubbing, asphalt removal, excavation, embankment, grading, and preparation of native subbase. Existing trail material is to be conserved for shouldering and subgrade of resting pads. The asphalt trail will be 6' wide and 3' deep with a 2% cross slope. Aggregate base will be 4" deep.

• Pipe Replacement: Includes removal of the existing culvert, inlet stacked rock, and outlet riprap. A proposed pipe plot for a 36" culvert with a minimum 5% drop is required.

• Resting Pads: Asphalt pads, 4' wide, 6' long, 3' deep with a 2% cross slope, with aggregate base compacted with water.

• Concrete Curb: NDOT Type 5 curb, including spillway to culvert inlet. May be placed on compacted aggregate base.

• Testing: Aggregate base, asphalt, and concrete testing per FP-24.

• Option Items: All work to extend asphalt trail and shoulders is inclusive to option items.

• The government intends to make one award.

• Offerors must submit pricing for all items to be considered responsive.

• Submission Deadline: Questions are due by March 31st, 2026, at 3:00 PM Mountain Time. Offers must be held firm for 90 calendar days from the receipt date.

• Evaluation Criteria: Award will be made to the offeror representing the best value to the Government, based on Lowest Price Technically Acceptable (LPTA). Price will be evaluated for fairness and reasonableness. Technical Acceptability will be rated "acceptable" or "unacceptable." Past Performance will be evaluated as "acceptable" or "neutral." Only the lowest priced offer will be evaluated for Technical Acceptability and Past Performance.

• Required Documentation: Offerors must provide a detailed explanation of their ability to perform the required services, addressing how they will accomplish the requirements in the Statement of Work and FSSS.

• This acquisition is set aside for small business concerns.

• The solicitation incorporates FAR and AGAR clauses and provisions by reference. Full text is available at www.acquisition.gov.

• Applicable NAICS code and small business size standard are not specified in this excerpt.

• Attachments referenced include: Statement of Work GAOA 4FO SMCG Trail Renovation, SmvG Trial Plans_DR_Signed_kwsigned, Wage Determination Clark County, Nevada, NV20260024, and SF-1449.

Statement of Work (SOW) / Performance Work Statement (PWS)

This Statement of Work outlines the requirements for the GAOA 4FO SMVG Trail Renovation project, aimed at constructing and renovating trails and associated infrastructure.

• Trail Construction: Construction of a new asphalt trail connecting the upper visitor center to the lower Acastus Trail.

• Culvert Replacement: Replacement of a 36" corrugated metal pipe (CMP).

• Earthwork: Includes clearing and grubbing, asphalt removal, excavation, embankment, and grading.

• Material Conservation: Existing trail material is to be removed, conserved, and reused for trail shouldering and resting pad subgrade.

• Trail Specifications: Asphalt trail to be 6' width, 3" depth with a 2% cross slope. Aggregate base to be 4" depth.

• Resting Pads: Asphalt resting pads (4' width, 6' length, 3" depth) with aggregate base compacted with water.

• Concrete Curb: Installation of NDOT Type 5 concrete curb, including spillway to culvert inlet.

• Culvert Placement: Submission of a proposed pipe plot for a 36" culvert with a minimum 5% drop. Removal of existing culvert, inlet stacked rock, and outlet riprap are included.

• Option Items: All work related to extending the asphalt trail and shoulders is included in option items.

• Project Location: Spring Mountain National Recreation Area, Humboldt-Toiyabe National Forest, Clark County, Nevada, near Las Vegas.

• Start Date: Summer 2026.

• Contract Time: Base Bid - 120 Calendar Days from issuance of Notice to Proceed (NTP).

• Site Access: Construction sites will be closed to the public; contractor responsible for signing and access control.

• Equipment: All construction equipment must be pressure washed before entering National Forest System lands to prevent the spread of noxious weeds.

• Utilities: Water is available; temporary power must be coordinated and paid for by the contractor.

• Traffic Control: Contractor must submit and receive approval for a traffic control plan conforming to MUTCD. Traffic control is incidental to other work items.

• Staging/Storage: Staging and material storage areas require approval from the Contracting Officer (CO).

• Inspections: Contractor acknowledges responsibility for understanding site conditions and costs.

• Testing: Aggregate base, asphalt, and concrete testing per FP-24.

• Referenced Specifications: Includes various sections from FP-24 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (e.g., Measurement and Payment, Mobilization, Clearing and Grubbing, Excavation, Asphalt Concrete, Culverts and Drains).

Statement of Work (SOW) / Performance Work Statement (PWS)

This document outlines the scope of work for the GAOA SMVG Trail Renovation project, aiming to improve trail accessibility and infrastructure within the Spring Mountains National Recreation Area.

• Base Bid: Construction of an asphalt path connecting the Upper Visitor Center sidewalks to the Lower Acastus Trail. This includes grading, constructing a new asphalt trail to ABA standards on an old alignment, adding ABA landings, concrete curb, and culvert replacement. The asphalt path will be 6' wide and 3" deep with a 2% cross slope. Native subbase will be graded and prepared, and aggregate base will be placed.

• Option 1: Construction of approximately 485' of additional 6' asphalt trail with 2' aggregate base shoulders.

• Option 2: Construction of approximately 438' of additional 6' asphalt trail with 2' aggregate base shoulders.

• Trails and landings are to be constructed to ABA standards.

• Asphalt path specifications: 6' width, 3" depth, 2% cross slope.

• Nevada DOT Type 5 Curb construction.

• Erosion and Sediment Control Plan and measures are required.

• Start Date: Summer 2026

• Contract Time: 120 Days

• Location: Kyle Canyon, Humboldt-Toiyabe National Forest, Clark County, Nevada.

• Use of existing native materials onsite where possible.

• Protection of existing utilities, sidewalks, and structures.

• Contractor access via Visitor Center employee parking area and lower wash, with restoration of access routes.

• Contractor is responsible for laying out and staking the path, curb, and culvert for COR approval.

• Erosion control costs are inclusive to work items; contractor responsible for an Erosion and Sediment Control Plan and obtaining necessary permits.

• Application of asphalt tack coat to contact surfaces.

• Existing trees and riprap are to be preserved where indicated.

Form / Attachment / Pricing Sheet

This document is a General Decision for wage determination in Clark County, Nevada, specifically for Heavy Construction Projects (including sewer/water construction). It outlines the prevailing wage rates and fringe benefits required for various labor classifications.

• General Decision Number: NV20260024 (dated 01/30/2026)
• Superseded Decision Number: NV20250024
• Geographic Area: Clark County, Nevada
• Construction Type: Heavy Construction Projects (including sewer/water construction)
• Exclusions: Nevada Test Site (NTS), Tonopah Test Range (TTR), and National Test and Training Range (NTTR).
• Classifications and Rates: Includes detailed wage and fringe benefit rates for various trades such as Electrician, Line Construction (Groundman, Heavy Equipment Operator, Lineman), Power Equipment Operator (Crane, Backhoe/Excavator/Trackhoe), Oiler, Greaser, Heavy Duty Repairman/Mechanic, Loader Operator, Compactor, Drilling Machine Operator, Grade Checker, Tractor Operator, Vermeer Rock Trencher, Ironworker (Reinforcing, Structural), Laborer (various types), Cement Mason/Concrete Finisher, Plumber/Pipefitter, Bricklayer, Carpenter, Truck Driver, and Welders.
• Executive Orders: Notes applicability of Executive Order (EO) 13706 (Paid Sick Leave) and Executive Order 13658 (Minimum Wage) for federal contractors.
• Appeals Process: Outlines the process for appealing wage determination decisions.

This document is crucial for bidders to understand the minimum wage requirements for laborers and mechanics on federal construction projects in the specified area. Compliance with these wage rates is a mandatory requirement for contract performance. Bidders must factor these labor costs into their proposals to ensure accurate and compliant pricing.