Repair Carswell Ave.

Form / Attachment / Pricing Sheet

This document is a geotechnical pavement investigation report for the Repair Carswell Ave at Lackland Airforce Base in San Antonio, Texas. It details the findings of a pavement investigation, laboratory testing program, and evaluation of proposed pavement improvements.

• Introduction: States the purpose of the investigation to identify existing pavement sections, determine subgrade conditions, and provide recommendations for roadway improvement.
• Proposal Authorization: Outlines the project's basis in RETL Proposal No. SGP072621A and JSR, Inc. Work Order No. 12.0095303.
• Scope of Work: Included measuring asphalt and base thickness, performing soil borings, field sampling, Dynamic Cone Penetrometer (DCP) tests, laboratory testing, pavement thickness calculations, and report preparation.
• Field Investigation: Details the reconnaissance, test borings (18 total), DCP tests, and sample recovery procedures (ASTM D1586, D1587).
• Field Tests and Measurements: Explains Standard Penetration Tests (SPT), Dynamic Cone Penetrometer (DCP) tests, and California Bearing Ratio (CBR) estimations.
• Laboratory Testing Program: Describes supplementary visual classification, moisture content tests, Atterberg limits, sieve analysis, moisture-density relationships, CBR tests, pH tests, lime series, and sulfate content determinations.
• Sulfate Test Results: Provides sulfate concentrations (ppm) for various boring locations.
• Lime Series and pH Test Results: Presents data on the effect of lime percentage on Liquid Limit (LL) and Plasticity Index (PI), and pH levels for specific borings.
• Pavement Investigation Findings: Summarizes the visual classification of pavement and subgrade materials.
• Pavement Thickness Results: Tables detailing HMAC, Base, and Subgrade Classification (DCP CBR Value) for each boring location.
• Proposed Pavement Section Evaluation: Discusses the project phases, traffic considerations, and the evaluation of proposed pavement repair programs, including full-depth reconstruction recommendations.
• Pavement Design Parameters: Lists parameters used in PCASE software for evaluation, including Subgrade Design CBR, New Base Design CBR, Design Life, and Average Daily Passes (ADP).
• Proposed Reconstruction Options: Tables outlining pavement constituent layer thicknesses for roadway reconstruction.
• Proofroll Subgrade/Subbase: Procedures for proof-rolling and addressing soft areas.
• Lime Stabilized Subgrade: Recommendations for lime stabilization of clay subgrade soils.
• Base Course Material & Asphaltic Concrete: Specifications for new flexible base course and hot mix asphaltic concrete.
• Surface Drainage & Surface Cracking: Notes on the importance of drainage and typical surface cracking.
• Attachments: Lists Boring Location Plan, Boring Logs, DCP Test Results, Density vs Moisture Curves, CBR Curves, and Key to Soil Classifications.

This report provides critical geotechnical data regarding the existing pavement conditions, subgrade soil properties, and recommendations for pavement repair and reconstruction. Bidders can use this information to understand the subsurface conditions, assess the suitability of materials for proposed repairs, and inform their bidding strategy and approach to the project. The detailed findings on soil types, strengths (CBR values), moisture content, and sulfate content are essential for designing and implementing durable pavement solutions.

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

This Statement of Work (SOW) defines the scope for reconstruction and engineering activities to meet Air Force and other customer requirements for the Regional Engineering and Construction Contract (RE&C). It will be tailored for specific requirements at the Task Order (TO) level.

• The project involves the complete full-depth reconstruction of the bituminous pavement along Carswell Avenue at Joint Base San Antonio (JBSA) - Lackland, TX, from Truemper Street to Femoyer Street.

• This includes excavation, removal, and replacement of gravel base and subgrade soil.

• Existing concrete pavements will remain intact.

• Damaged or misaligned curbs and gutters will be demolished and replaced.

• Curb inlets that are damaged or out of alignment will be demolished and replaced.

• The road crown will be sloped for proper drainage, and drains will be cleaned and repaired.

• Surrounding areas will be analyzed to improve drainage and reduce localized flooding.

• All crosswalks, road arrows, and striping will be replaced.

• The project is divided into three phases, with Phase III being the Base Bid.

• Specific pavement layer thicknesses for Phase III include: 3" New Type D HMAC, 8" New Flexible Base, and 8" Lime Stabilized Subgrade.

• The contractor must manage the TO efficiently, ensuring accurate and timely deliverables.

• Performance includes identifying and solving project impediments.

• Work must be performed in accordance with Unified Facilities Criteria (UFC), federal, state, and local statutes, and regulations.

• The contractor shall comply with all applicable environmental regulations, including those for air emissions, storm water, and hazardous waste.

• A Storm Water Pollution Prevention Plan (SWPPP) is required for projects disturbing 1 acre or more.

• The construction period of performance is 270 days.

• Projects will be located at JBSA Lackland, within the United States.

• Normal working hours are Monday through Friday, 8:00 am to 4:00 pm, with exceptions requiring Contracting Officer approval.

• The contractor shall develop and obtain all necessary permits, access, agreements, and licenses.

• Digital photo documentation is required.

• The contractor shall obtain and monitor security badges for personnel.

• A Health and Safety Plan (HSP) in accordance with EM385-1-1 is required.

• A site-specific Quality System Plan (QSP) must be prepared and accepted by the Government.

• The contractor shall prepare and submit a Work Breakdown Structure (WBS) and Contractor's Progress, Status, and Management Report (CPSMR).

• Deliverables include a Master Document List (MDL), submittal tracker, RFI tracker, photographic log, status reports, and project schedules.

• The contractor must protect government equipment and property from damage.

• All demolished materials become the property of the contractor and must be disposed of legally.

• Underground utilities must be located and marked prior to excavation, with a minimum of 30 days' notice for utility locating services.

• The contractor shall perform proper QC inspections and comply with the standard three-phase Contractor Quality Control (CQC) inspection process.

• Pre-final and final inspections are required.

• A one-year warranty is required, with extended warranties accepted at Government discretion.

• System O&M manuals and parts lists must be provided, and maintenance personnel trained.

• Cultural resources must be protected; work must stop if artifacts are unearthed, and relevant personnel contacted.

• Points of Contact (POCs) will be specified under each TO.

Other / Unclassified

This document is a "General Decision Number" (TX20260291) dated May 18, 2026, which specifies prevailing wage rates for various construction classifications in the state of Texas. It covers highway construction types and lists specific counties within Texas. The document details hourly wage rates and fringe benefits for numerous job roles, such as "WORK ZONE BARRICADE SERVICER," "TRUCK DRIVER," "ROLLER OPERATOR," "EXCAVATOR OPERATOR," and "ELECTRICIAN."

It also includes important notes regarding Executive Order (EO) 13706 (Paid Sick Leave for Federal Contractors) and EO 13658 (Establishing a Minimum Wage for Federal Contractors), outlining their applicability and requirements. Information on how to request wage determination appeals and contact details for relevant U.S. Department of Labor branches are also provided.

This document is crucial for potential bidders on federal construction contracts in the specified Texas counties. It establishes the minimum wage rates that must be paid to laborers and mechanics employed on such contracts, ensuring compliance with federal labor standards. Bidders must review these rates to accurately estimate labor costs for their proposals and to understand their obligations regarding paid sick leave and minimum wage requirements for federal contractors.

Forms / Attachments / Pricing Sheets

This document comprises civil engineering drawings and related plans for the "Repair Carswell Avenue" project at Joint Base San Antonio-Lackland. It details existing conditions, demolition scope, grading, traffic control, and erosion control measures across multiple project phases.

• Drawings: Includes Title Sheet, Civil General Notes, Geotechnical Bore Logs, Phasing Plans, Haul Route Plans, Grading Plans, Existing Conditions Plans, and Demolition Plans.
• Existing Conditions: Detailed illustrations of roads, utilities (water, sewer, gas, electrical, telephone), traffic control elements, and site features along Carswell Avenue and intersecting streets, organized by stationing.
• Demolition Scope: Outlines specific areas for saw-cutting and demolition, noting that all existing utilities are to remain.
• Grading: Provides existing and proposed centerline elevations, contours, and grading details.
• Traffic Control: Details road closures, detours, lane closures, and signage strategies for Phases I, II, and III.
• Erosion Control: Outlines measures for sediment and erosion prevention.
• Civil Site Details: Includes specific construction details for pavement sections, sidewalks, curb ramps, crosswalks, stop bars, and fire hydrant markers.
• Geotechnical Data: Soil boring logs with sample information and laboratory test results.
• Control Data: Horizontal and vertical control points for survey reference.

These drawings are critical for bidders to understand the project's physical scope, existing infrastructure, subsurface conditions, and the extent of proposed work. They provide essential information for developing accurate bids, project schedules, and construction methodologies, highlighting potential challenges related to existing utilities and site conditions. The detailed plans are necessary for accurate estimation and project planning.

Form / Attachment / Pricing Sheet

This document is a map of the DLI Campus, detailing various utility lines and facilities. It serves as a visual reference for the layout and infrastructure of the campus.

• Legend: Identifies symbols for Electrical, Storm Sewer, Water Mains, Water Lines, DLI Facilities, Buildings, Roads, Parking, and Sidewalks.
• Campus Layout: Depicts the arrangement of buildings and infrastructure within the DLI Campus.
• Utility Lines: Shows the routes of electrical, storm sewer, and water lines.
• Building Identification: Many buildings are labeled with numbers and some with names and street addresses.
• Scale: Includes a scale bar indicating 1 inch equals 500 feet.

This map is crucial for bidders to understand the physical environment of the DLI Campus. It is particularly relevant for opportunities involving construction, maintenance, repair, or installation of utilities or facilities on the campus, as it provides essential spatial and infrastructural information.

Form / Attachment / Pricing Sheet

This document, "Appendix A- Specification.pdf", is an attachment to the SAM.gov opportunity record. It contains detailed specifications for the project.

• The document is a PDF file.
• It was posted on June 18, 2026.
• The file size is 3,093,476 bytes.

This document is crucial for potential bidders as it contains the detailed specifications that outline the technical requirements, standards, and expectations for the work to be performed. Bidders must thoroughly review this document to understand the scope of work, material requirements, performance standards, and any other technical details necessary to prepare an accurate and compliant proposal.

Form / Attachment / Pricing Sheet

This document is a "100% Issue For Construction Design Analysis" for the Repair Carswell Ave project at JBSA-Lackland, San Antonio, TX. It details the civil design package for a three-phase project involving road repair and improvements.

• Project Overview: Repair of Carswell Ave, a three-phase project (Phase 1: Gott Street to Cheli Lane; Phase 2: Cheli Lane to Truemper Street; Phase 3: Truemper Street to Femoyer Street).
• Scope of Work: Includes demolition of existing deteriorated asphalt pavement and subgrade, replacement of curbs and gutters, subgrade preparation, flexible base, asphalt paving, and pavement markings. Drainage and grading improvements are also included to alleviate flooding.
• Design Criteria: References specific UFC (Unified Facilities Criteria) standards for pavement design, geotechnical engineering, and other related aspects.
• Utilities: Existing sanitary sewer, water, storm sewer, and communication systems will be adjusted as necessary. Fire hydrants will be relocated or installed as needed, with blue reflectors to be installed/replaced.
• Traffic Control: A traffic control plan will be provided, ensuring at least two lanes remain open in each direction for most of the project, with no complete road closures.
• Attachments: Includes a Geotechnical Report.

This document provides a comprehensive overview of the scope of work, design specifications, and requirements for the Repair Carswell Ave project. Bidders can use this information to understand the extent of demolition, paving, utility work, and traffic management involved, aiding in proposal preparation and bid estimation.

Solicitation / RFP / RFQ

This solicitation is for the "Repair Carswell Ave." project located at JBSA-Lackland, TX. The project aims to address issues along Carswell Street that have led to the need for repairs, modifications, and additions to stabilize the road and mitigate problems such as water ponding and potholes, which have made the road unsafe.

• Design Plans Phases 1-3

• Construction Full Depth

• Contract Type: Firm Fixed Price

• Period of Performance: Within 270 calendar days after award, notice to proceed.

• Estimated Value: Between $100,000.00 and $500,000.00.

• Proposal Submission Deadline: July 17, 2026, at 12:00 PM local time.

• Offers must be valid for at least 120 calendar days.

• Evaluation will be based on Lowest Price Technically Acceptable (LPTA).

• This project is a 100% set-aside for Women Owned Small Business.

• NAICS Code: 237310

• Size Standard: $45,000,000.00 Annual receipts

• A site visit is scheduled for July 1, 2026, at 10:00 a.m. local time.

• Questions are due by July 8, 2026, at 12:00 p.m. local time.

• Performance and Payment Bonds are required.

• The government reserves the right to cancel the solicitation.

Form / Attachment / Pricing Sheet

This document is a Submittal Register, which serves as a log for all submittals required from the contractor. It details the specific items that need to be submitted, their corresponding specification sections, and the required actions and approvals.

• Description: Lists the specific items to be submitted (e.g., Salvage Plan, Shop Drawings, Accident Prevention Plan, Test Reports, Product Data, Certificates).
• Specification Section: References the relevant section of the project specifications.
• Contractor Action: Indicates the type of action required for each submittal (e.g., Approval, Information).
• Approval Authority: Designates who is responsible for reviewing and approving the submittal.
• Dates: Columns for tracking submission dates, review dates, and approval dates.

This register is crucial for bidders to understand the full scope of documentation and approvals required throughout the project lifecycle. It outlines the types of submittals needed, the associated specifications, and the process for review and approval, which directly impacts project timelines and compliance.

Other / Unclassified

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This document does not contain any substantive information related to a SAM.gov opportunity. It is an administrative message related to PDF rendering and is not relevant for bidders assessing an opportunity.