Baptist Camp Bridge Maintenance

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

This document outlines the requirements for the maintenance and repair of the Baptist Camp Bridge located in the Tonto National Forest, Payson District, Arizona.

• Bridge Location: Baptist Camp Bridge on Forest Service Road 3675, spanning Tonto Creek.

• Bridge Description: A one-lane bridge constructed in 1973, 41.0 feet long with a 14.0 feet roadway width. The wooden deck previously had steel planks, which were removed.

• Major Work Items:

  • Mobilization, including bonding costs.
  • Temporary Traffic Control: Design, permit, install, and remove temporary traffic control measures.
  • Repair Wearing Surface: Install a new timber wearing surface using treated timber planks (Douglas Fir-Larch, Hemlock, and Spruce preferred) and apply wood preservative (e.g., Alkaline Copper Quat, Copper Azole).
  • Clean Bridge Deck: Remove all debris from the deck, ensuring no material enters the stream.
  • Existing Deck Treatment: Fill and seal the existing deck to create a smooth surface.
  • New Wearing Surface Configuration: Install rough-sawn lumber planks (10-12 in wide, 2.5-3 in thick, min. 8 ft long) edge-to-edge, staggered end joints, with expansion gaps for seasoned planks.
  • Wearing Surface Deck Attachment: Secure planks with recessed 3/8-in diameter lag screws into pre-bored lead holes.
  • Filler and Sealant Installation: Apply wood preservative and filler to the deck surface.
  • Drainage Restoration: Improve drainage on the upstream side.
  • Replace Timber Posts: Replace missing or damaged timber posts and blocks.
  • Repair Asphalt: Repair bridge approaches to create a smooth transition.
  • Resurface Approaches: Apply base aggregate and asphalt concrete pavement.
  • Replace Object Markers: Install new object markers and posts meeting MUTCD specifications.

• The project is located in the Payson Ranger District of Tonto National Forest, Gila County, Arizona.

• All construction and maintenance work must meet US Department of Transportation, Federal Highway Administration "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14" and Forest Service Supplemental Specifications.

• Contractor must coordinate road/site closures with the COR at least three (3) weeks in advance.

• Contractor must follow the Tonto Fire Plan.

• Contractor must provide their own water source; no pumping from Tonto Creek.

• Site must be thoroughly cleaned upon completion, with debris disposed of off Forest Service land.

• Initial Deliverables (due within 5 business days of contract award, unless otherwise noted):

  • Temporary Traffic Control Plan
  • Project Schedule
  • Hazardous Spill Prevention Plan
  • Erosion and Sediment Control Plan
  • Manufacturer Specifications (Wood Preservative, Wood Filler, Timber Post and Block, Timber Deck, Asphalt, Object Marker Signs, Posts, and Fasteners) (due within 10 business days)

• Final Deliverables: Construction and maintenance conforming to SOW and specifications.

• Government Furnished: Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies.

• Contractor's Key Personnel: Must have experience relevant to the SOW requirements.

• Travel: N/A

• Security Requirements: N/A

• Data Rights: N/A

• Section 508 – Electronic and Information Technology Standards: N/A

Form / Attachment / Pricing Sheet

This document, titled "INDUSTRIAL FIRE PRECAUTIONS PLAN GUIDELINES FOR AUTHORIZED USERS," outlines the mandatory fire prevention measures and restrictions for all authorized users operating on Tonto National Forest Lands. It details requirements for fire tools, equipment, communication, and specific operational procedures based on fire danger levels.

• General Fire Precautionary Measures: Requirements for serviceable communication systems, specific fire tools (e.g., Pulaski, McLeod, shovels), and fire extinguishers for personnel and equipment.
• Equipment Requirements: Mandates for spark arresters and mufflers on internal combustion engines, and specific equipment for powered hand tools and vehicles.
• Operational Restrictions: Guidelines for gas/oil storage areas, burning of refuse, blasting, and welding, including required clearances and fire guards.
• Emergency Fire Precaution Schedule: Defines four "Stages" (A, B, C, D) of fire restriction/closure levels, each with corresponding industrial fire precaution plan requirements that dictate operational limitations, shutdown times, and the necessity of fire guards.
• Fire Guards: Specifies the duties and equipment requirements for fire guards.
• Red Flag Warnings: Outlines procedures to follow during Red Flag Warnings, which mandate adherence to "Stage D" precautions and operational shutdowns.

This document is critical for any potential bidder whose operations will occur on Tonto National Forest Lands. It details the mandatory safety protocols, equipment, and operational restrictions that must be adhered to, directly impacting planning, resource allocation, and operational execution. Understanding these guidelines is essential for compliance and successful performance under any contract involving work in this area.

Form / Attachment / Pricing Sheet

This document is a post-construction photograph illustrating a timber wearing surface and asphalt approaches installed on a bridge. It serves as a visual reference for potential bidders.

• Photograph of a bridge with a timber deck and asphalt approaches.

This image provides a visual example of the type of bridge construction or repair that may be relevant to the opportunity. It can help bidders understand the expected aesthetic and material standards for similar projects.

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

This Statement of Work outlines the requirements for the maintenance and repair of the Baptist Camp Bridge located in the Tonto National Forest, Payson Ranger District, Arizona.

• Mobilization: Includes personnel, equipment, material, and incidentals for project site mobilization and demobilization.

• Temporary Traffic Control: Design, permit, installation, and removal of temporary traffic control measures. Plans require COR review and approval.

• Repair Wearing Surface: Installation of a new timber wearing surface across the entire travel way, treated with wood preservative. This includes using acceptable timber species (Douglas Fir-Larch, Hemlock, Spruce) and waterborne preservatives (Alkaline Copper Quat, Copper Azole, Micronized copper azole).

• Clean Bridge Deck: Removal of all material and debris from the deck surface, ensuring no material enters the stream.

• Existing Deck Treatment: Filling and sealing the existing deck to create a smooth surface for the new wearing surface.

• New Wearing Surface Configuration: Installation of rough-sawn lumber planks (10-12 in wide, 2.5-3 in thick, min. 8 ft long) oriented with traffic. Edge-grain planks are preferred. Seasoned planks require a 1/4-in gap; unseasoned planks require tight edge joints. Plank ends at bridge approaches may be beveled.

• Wearing Surface Deck Attachment: Secure attachment of planks using recessed fasteners (3/8-in diameter, 5.5-in long zinc-plated lag screws) with pre-bored, treated lead holes and washers. Specific hole diameters and attachment patterns are detailed.

• Filler and Sealant Installation: Application of approved wood preservative to the deck surface and wood filler to create a smooth surface prior to timber wearing surface installation. This also includes removing old nails and adding new ones or using other COR-approved methods.

• Drainage Restoration: Improvement of drainage on the upstream side where water ponds.

• Replace Timber Posts: Replacement of missing or damaged timber posts and blocks on the bridge guardrail.

• Repair Asphalt: Repair of bridge approaches to remove bumps and create a smooth surface, including new base aggregate and asphalt pavement for a smooth transition to the new timber wearing surface.

• Resurface Approaches: Application of a compacted layer of base aggregate (4" thick) and asphalt concrete pavement (3" thick) to both approaches.

• Replace Object Markers: Installation of new object markers and posts according to MUTCD specifications, with adjustments to end terminal locations. Removed material to be disposed of off National Forest lands.

• The project is located on Baptist Camp Bridge in the Tonto National Forest, Payson Ranger District, Arizona.

• All work must meet US DOT FHWA "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14" and Forest Service Supplemental Specifications.

• Contractor must provide notice of project/construction schedule for Forest Service inspections.

• Contractor must follow the Tonto Fire Plan to prevent wildfires.

• Contractor must provide their own water; no pumping from Tonto Creek or other waterways.

• Site must be thoroughly cleaned upon completion, with debris disposed of off Forest Service land.

Initial deliverables include:

• Temporary Traffic Control Plan (due within 5 business days of award)
• Project Schedule (due within 5 business days of award)
• Hazardous Spill Prevention Plan (due within 5 business days of award)
• Erosion and Sediment Control Plan (due within 5 business days of award)
• Manufacturer Specifications (Wood Preservative, Wood Filler, Timber Post and Block, Timber Deck, Asphalt, Object Marker Signs, Posts, and Fasteners) (due within 10 business days of award)

Solicitation / RFP / RFQ

This is a combined synopsis/solicitation for commercial items for the Baptist Camp Bridge Maintenance project. The government is procuring services for repairing the bridge's wearing surface, applying wood preservative, improving drainage, replacing timber posts, repairing asphalt, and replacing object markers on the Baptist Camp Bridge located in the Tonto National Forest, Payson Ranger District.

• Repair wearing surface and apply wood preservative.

• Improve drainage.

• Replace timber posts.

• Repair asphalt at approaches.

• Replace object markers (OM-3L and OM-3R) per MUTCD.

• Provide temporary traffic control.

• Mobilization.

• Filler and sealant installation.

• Anticipated Contract Type: Firm-Fixed-Price.

• Period of Performance: 60 days from Notice to Proceed (NTP).

• Quote Due Date: April 07, 2026, by 12:00 PM Mountain Time.

• Submission Method: Quotes shall be emailed to toinette.aranda@usda.gov.

• Evaluation Criteria: Award will be made to the offeror representing the best value to the Government, based on Technical Approach, Past Performance, and Price. Award will not necessarily be made to the lowest-priced offeror.

• Technical Approach: Evaluated on the ability to provide a sound and compliant approach, including detailed explanation of capability, subcontracting plan, planned sequencing, and resource availability.

• Past Performance: Evaluated using a rating system (Acceptable, Neutral, Unacceptable).

• Price: Will be evaluated for fairness and reasonableness.

• This acquisition is set-aside for Small Business concerns.

• Specifically, it is set aside for SBA Certified Women-Owned Small Businesses (WOSB).

• All responsible sources may submit a quotation.

• A site visit is scheduled for March 23, 2026, at 11:00 AM local time. Email Nicholas Estrada-Stephen to confirm attendance by March 20, 2026.

• Questions/Requests for Information (RFIs) are due by March 30, 2026, 1:00 PM Mountain Time.

• Offerors must hold prices for 60 calendar days from the offer receipt date.

• Required submission documents include a Transmittal Summary Letter, completed SF 1442, and a fillable Schedule of Items in Excel format. The Technical Proposal should not exceed 5 pages.

Form / Attachment / Pricing Sheet

This document is an Excel spreadsheet titled "Attach 08 Schedule of Items - Fillable.xlsx". It serves as a schedule of items for the Baptist Camp Bridge Maintenance project within the Tonto National Forest, Payson Ranger District, associated with Solicitation Number 127EAX26Q0009.

The schedule lists various line items required for the project, including:

• Mobilization (LS, Qty 1)
• Repair Wearing Surface (SF, Qty 580)
• Filler and sealant installation (SF, Qty 580)
• Drainage Restoration (LS, Qty 1)
• Replace Timber Posts (EA, Qty 10)
• Repair Asphalt at approaches (SF, Qty 64)
• Replace Object Markers (EA, Qty 4)
• Temporary Traffic Control (LS, Qty 1)

It includes columns for Item Description, Unit, Quantity, Unit Price, and Amount. The "Unit Price" and "Amount" columns are intended to be filled in by bidders.

This schedule is critical for bidders to understand the specific tasks and quantities required for the Baptist Camp Bridge Maintenance project. Bidders must use this document to prepare their pricing proposals by entering unit prices and calculating the total amount for each item and the overall project. It directly impacts the cost proposal submission and evaluation.

Amendment / Modification

This document details numerous modifications to various sections of a contract, primarily related to construction specifications for National Forest System Roads. Key changes include:

• Preface: Modified to adopt FP-14 for construction of National Forest System Roads.
• Terms, Format, and Definitions (Section 101): Updates include deleting references to FAR and TAR, adding abbreviations (AGAR, AFPA, FSAR, MSHA, NESC, WCLIB), defining miscellaneous unit abbreviations (MP, ppm, STA), and replacing/adding definitions for Bid Schedule, Bridge, Contractor, Culvert, Drawings, Notice to Proceed, Right-of-Way, Solicitation, Adjustment in Contract Price, Change, Forest Service, Neat Line, Pioneer Road, Purchaser, Protected Streamcourse, Road Order, Shop Drawings, and Utilization Standards. A figure illustrating road structure terms is added.
• Bid, Award, and Execution of Contract (Section 102): Section 102 is deleted entirely.
• Scope of Work (Section 103): All of Section 103 is deleted except Subsection 103.01 (Intent of Contract).
• Control of Work (Section 104): Subsections 104.01, 104.02, and 104.04 are deleted. Subsection 104.03 is replaced with a reference to specific contract clauses for requirements. Subsection 104.06 is updated to authorize contractor use of Forest Service roads under specific conditions.
• Control of Material (Section 105): Subsection 105.02(a) is updated to identify government-provided sources (mandatory and optional) and specifies requirements if the contractor elects to obtain material from these sources. Subsection 105.02(c) is updated to emphasize weed-free material requirements and inspection for fill and rock material.
• Acceptance of Work (Section 106): Subsection 106.01 is replaced with new text detailing conformity with contract requirements, including FAR Clause 52.246-12, standard test methods, and procedures for disputing government test results or handling non-conforming work. Subsection 106.02 is replaced with updated text on visual inspection. Subsection 106.07 is deleted.
• Legal Relations and Responsibility to the Public (Section 107): Subsection 107.02 is updated with requirements for erosion and sediment control, and riparian management. Subsection 107.05 is deleted. Subsection 107.08 is replaced with a reference to specific contract provisions for sanitation, health, and safety.
• Prosecution and Progress (Section 108): Section 108 is deleted entirely.
• Measurement and Payment (Section 109): Subsections 109.06, 109.07, 109.08, and 109.09 are deleted. A sentence is added to Subsection 109.02(b) regarding contract quantity adjustments. Subsection 109.03(c) is updated with project weighing system requirements for aggregates.
• Construction Survey and Staking (Section 152): Subsection 152.04(c) is updated regarding stake materials and survey notes. Subsection 152.05 is updated, replacing (d)(2) with new text on slope and reference stakes, and adding (e) on clearing and grubbing limits. Table 152-1 is replaced with updated construction survey and staking tolerances for Class A and Class B.
• Contractor Quality Control (Section 153): Subsection 153.02 is replaced with updated qualifications for the Quality Control Manager and Testers. A paragraph is added to Subsection 153.03(b) regarding alternate test methods. Subsection 153.07 is replaced with updated requirements for records and control charts.
• Schedules for Construction Contracts (Section 155): Section 155 is deleted entirely.
• Public Traffic (Section 156): Section 156 is deleted and replaced with new text covering description, material, construction requirements (including traffic control plans, delays, signs, and temporary traffic control), temporary road closures (Table 156-1), acceptance, and measurement/payment.
• Soil Erosion and Sediment Control (Section 157): Subsection 157.04 is replaced with updated general requirements for submitting an erosion control plan and implementing corrective actions.
• Clearing and Grubbing (Section 201): Subsection 201.04(d) is replaced with updated requirements for trimming tree branches. A paragraph is added to Subsection 201.04 regarding vegetation cutting limits. Subsection 201.06 is updated to specify disposal of merchantable timber.
• Asphalt Pavement Milling (Section 413): Subsection 413.01 is updated to include cutting asphalt pavement. Subsection 413.03 is updated regarding milling procedures, including cutting asphalt pavement and recovering milled material. Subsection 413.05 is updated to state that asphalt pavement milling and cutting are not measured for payment. Subsection 413.06 is updated to indicate payment is indirect to Section 403 pay items.

Almost all sections from 101 through 413 have been modified, deleted, or replaced. Key sections affected include Terms and Definitions, Scope of Work, Control of Work, Control of Material, Acceptance of Work, Legal Relations, Prosecution and Progress, Measurement and Payment, Construction Survey and Staking, Contractor Quality Control, Public Traffic, Soil Erosion and Sediment Control, Clearing and Grubbing, and Asphalt Pavement Milling.

This document significantly revises contract specifications. Bidders must review all updated sections carefully to understand the current requirements for construction, materials, quality control, survey, traffic management, and payment. The deletion of entire sections (e.g., 102, 108, 155) and substantial revisions to others will impact proposal preparation and execution of the contract.

Forms / Attachments / Pricing Sheets

This document is a General Decision Number (GDN) for wage rates applicable to Heavy Construction Projects in Gila County, Arizona. It specifies the prevailing wage rates and fringes for various labor classifications.

• General Decision Number: AZ20260051, effective 01/02/2026.
• Superseded GDN: AZ20250051.
• Construction Type: Heavy.
• County: Gila County, Arizona.
• Labor Classifications and Rates: Includes rates for Electricians (various specialties), Power Equipment Operators (Crane/Derrick, Loader/Front End Loader, Forklift, Backhoe), Truck Drivers (Hydrovac, Concrete, Dump, Water), Laborers (General, Jackhammer, Pipelayer, Mason Tender, Asphalt, Grade Setter, Fence Erector), Carpenter (Formwork Concrete), Pipefitter-Steamfitter.
• Fringes: Associated fringe benefit rates are listed for each classification.
• Notes: Includes information on Executive Orders 13706 (Paid Sick Leave) and 13658 (Minimum Wage for Federal Contractors), as well as guidance on unlisted classifications, union rate identifiers, survey rate identifiers, and state adopted rate identifiers.
• Appeals Process: Outlines the process for appealing wage determination decisions.

This document is crucial for bidders on federal or federally-funded heavy construction projects in Gila County, Arizona. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on the project, directly impacting labor costs and proposal pricing. Bidders must ensure their proposals comply with these prevailing wage requirements.

Form / Attachment / Pricing Sheet

This document contains maps related to a SAM.gov opportunity. It includes a "Bridge Map" showing the immediate vicinity of a bridge with upstream and downstream labels, and a "Location Map" providing a broader geographical context of the area, indicating routes and nearby towns or landmarks.

• Bridge Map: Aerial view of a bridge, road access, and surrounding terrain. Labels indicate "Upstream" and "Downstream" relative to the bridge.
• Location Map: Topographical map showing a route (indicated by a blue line) leading to a specific point, with distances and estimated travel times noted. It also displays surrounding geographical features and named locations such as "Payson," "Tonto Natural Bridge State Park," and various named ranches and communities.

These maps are crucial for bidders to understand the physical location and accessibility of the work site or area of operations associated with the opportunity. They provide essential context for site visits, logistical planning, and understanding the environment in which the work will be performed.

Form / Attachment / Pricing Sheet

This document, "Attach 06 FP-14 Specifications.pdf", appears to be a set of standard specifications for the construction of roads and bridges on Federal Highway Projects, specifically version FP-14, issued in 2014. It contains both United States Customary and Metric units of measure.

• Scope: These specifications are primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Federal Highway Administration.
• Contractual Binding: When designated in a contract, the FP-14 becomes part of the contract and is binding upon all parties.
• Governing Regulations: Construction contracts are also governed by the Federal Acquisition Regulation (FAR) and the Transportation Acquisition Regulation (TAR).
• Units of Measure: U.S. Customary units are used, with Metric units provided in parentheses. Metric units apply only when the project expressly calls for them.
• Content: The document includes a detailed Table of Contents outlining various divisions and sections related to general requirements, project requirements, earthwork, slope reinforcement, aggregate and base courses, asphalt pavements, rigid pavements, bridge construction, incidental construction, materials, and measurement and payment.

This document serves as a foundational set of technical requirements for any bidder responding to an opportunity that involves the construction of roads and bridges on Federal Highway projects. Bidders must familiarize themselves with these specifications to understand the standards, materials, and procedures that will govern the work. It is crucial for bidders to review the relevant sections pertaining to the specific scope of work in the opportunity to ensure their proposals accurately reflect these requirements and to identify any potential compliance issues or costs associated with these specifications.