SPBN262007_Road Restriping RFP.pdf

DEPARTMENT OF THE AIR FORCE

102D INTELLIGENCE WING (ACC)

MASSACHUSETTS AIR NATIONAL GUARD

OTIS AIR NATIONAL GUARD BASE

REQUEST FOR PROPOSAL

PROJECT TITLE: Base-Wide Roadway and Auxiliary Parking Restriping (SPBN262007) ISSUING AGENCY: 102d Civil Engineer Squadron LOCATION: Otis ANGB, Buzzards Bay, MA 02542 PERFORMANCE LOCATION: Gibbons gate, East Inner Road, Granville Road

1. Project Overview & Objective

The 102d Civil Engineer Squadron (102 CES) at Otis Air National Guard Base (ANGB), Joint Base Cape Cod (JBCC), is seeking proposals from qualified, licensed contractors to perform professional roadway and auxiliary parking restriping services. The objective of this project is to restore retroreflective markings, lane organization, and safety controls across approximately 1.8 miles of single-lane, two-way roadways and one small adjacent auxiliary parking area containing 3 spaces.

To ensure uniformity, longevity, and high visibility under night and inclement weather conditions, all markings must utilize materials in accordance with Department of Defense (DoD) pavement standards.

2. Scope of Work (SOW)

The Contractor shall provide all labor, tools, material, specialized striping machinery, transport vehicles, and traffic safety control systems required to prepare, stripe, and restore markings along the designated road networks and the designated auxiliary parking area.

2.1. Roadway Linear Footage Estimates

The project covers approximately 1.8 miles (estimated at 9,504 linear feet of physical roadway). Since this is a single-lane, two-way layout, the Contractor is required to paint the following estimated line configurations:

• Centerline (Double Solid Yellow): Two parallel 4-inch yellow lines separating opposing traffic lanes. Estimated linear footage of paint: 2 times 9,504 LF = 19,008

LF.

• Edge Lines (Solid White): One 4-inch solid white line along the left and right shoulders. Estimated linear footage of paint: 2 times 9,504 LF = 19,008 LF.

• Total Estimated Roadway Linear Footage: Approximately 38,016 LF of 4-inch reflective markings.

2.2. Auxiliary Parking Area Restriping

The Contractor shall restripe a small, localized auxiliary parking area adjacent to the Entry Control Point (ECP). This area consists of three (3) parking spaces

2.3. Mandatory Contractor Field Verification

IMPORTANT NOTE TO BIDDERS: All linear footages, physical roadway distances, parking stall counts, and dimensions provided in this RFP are approximations based on historical base GIS maps. The Contractor is strictly required to perform an on-site walkthrough and field-verify all actual physical dimensions, layout configurations, lane widths, and paint quantities prior to submitting a bid proposal or purchasing materials. Discrepancies discovered during field verification must be coordinated with the Contracting Officer's Representative (COR) before bidding.

2.4. Core Performance Specifications

• Surface Preparation: The Contractor must mechanically sweep, power-wash, or air-blast all road and parking surfaces immediately prior to painting to eliminate dirt, sand, salt, organic growth, and loose existing coatings.

• Paint Chemistry: All pavement markings shall utilize high-solids, fast-curing waterborne or solvent-based paint formulations matching the structural demands of the local climate.

• Retroreflectivity (Glass Beads): Embed AASHTO M247 Type I moisture-resistant reflective glass beads into the wet roadway paint binder at a minimum rate of 6 lbs/gallon to ensure optimal night-time retroreflectivity. (Glass beads are not required for the auxiliary parking space lines unless requested by the COR).

• Staging and Cleanup: The Contractor shall establish a consolidated staging area coordinated with the COR. Upon completion, all empty paint containers, hazardous materials, and debris must be hauled off-base to a licensed commercial disposal or recycling facility.

3. Bid Schedule & CLIN Structure

This solicitation is structured as a Single Bid Item with No Options.

4. Technical and Building Code Compliance

All design, layout, and application techniques must strictly comply with the most up-to-date versions of federal codes, military specifications, and professional guidelines. The following codes are incorporated by reference:

1. UFGS 32 17 23.16 - Pavement Markings: Governs materials, equipment, field-testing, application rates, and quality-control standards on military bases.

URL: https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications/ufgs-32- 17-23.16

2. UFC 3-260-04 - Airfield and Heliport Marking: Establishes material guidelines, paint formulations, bead distributions, and weather parameters for military pavement surface safety.

URL: https://www.wbdg.org/ffc/dod/unified-facilities-criteria/ufc-3-260-04

3. Manual on Uniform Traffic Control Devices (MUTCD) - Part 3 (Markings): Directs the exact width, color coding, pattern configurations, and safety layout conventions for federal and military roadways.

URL: https://mutcd.fhwa.dot.gov/pdfs/2023/mutcd2023edition.pdf

4. International Building Code (IBC) - Chapter 11 (Accessibility): Integrates standard pedestrian safety pathways, accessible crosswalk guidelines, and hazard marking parameters adjacent to public facility exits and vehicular interfaces.

URL: https://codes.iccsafe.org/content/IBC2024P1/chapter-11-accessibility

5. Base Access & Security Protocols

Otis ANGB is a secured military facility operating within Joint Base Cape Cod (JBCC). The contractor must strictly adhere to the following access rules. General geography can be referenced via the Joint Base Cape Cod Overview.

URL: https://www.massnationalguard.org/JBCC/jbcc-overview.html

5.1. Personnel Verification & Background Checks

https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications/ufgs-32-17-23.16 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications/ufgs-32-17-23.16 https://www.wbdg.org/ffc/dod/unified-facilities-criteria/ufc-3-260-04 https://mutcd.fhwa.dot.gov/pdfs/2023/mutcd2023edition.pdf https://codes.iccsafe.org/content/IBC2024P1/chapter-11-accessibility https://www.massnationalguard.org/JBCC/jbcc-overview.html

• Citizenship: All contractor personnel must be U.S. citizens or possess valid, federally-issued employment authorizations.

• Matrix Worksheet: Every on-site worker must complete the matrix worksheet to initiate a background check through the 102d Security Forces Squadron (SFS) Pass and Registration Office.

• Required Identification: Personnel must present two (2) forms of valid, unexpired government-issued identification (e.g., Driver's License and US Passport) to receive physical base credentials.

5.2. Vehicles and Equipment Delivery

• Commercial Gate Entry: All commercial paint trucks, material flatbeds, and crew vehicles must enter through the designated Security Gate on Connery Avenue (accessed via the Otis Rotary).

• Vehicle Inspections: All commercial trucks are subject to search and physical inspection by SFS. Vehicles must be free of weapons, explosives, alcohol, and illegal substances.

• Operational Hours: Work hours are restricted to Tuesday through Friday, 0700 to 1730. Weekend, holiday, or night work is prohibited unless formally approved in writing by the Contracting Officer 72 hours in advance.

6. Safety & Environmental Safeguards

6.1. Safety Standards (OSHA & USACE)

• OSHA Standards: Contractors must comply with OSHA Construction Safety Standards (29 CFR 1926).

• USACE EM 385-1-1: All operations must comply with the U.S. Army Corps of Engineers Safety and Health Requirements Manual. Pre-approved submittals, including an Accident Prevention Plan (APP) and Activity Hazard Analysis (AHA), are mandatory prior to active pavement marking.

URL:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManual s/EM_385-1-1.pdf

6.2. Environmental & Aquifer Protection (Sagamore Lens)

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

• Sole-Source Aquifer: Joint Base Cape Cod sits atop the Sagamore Lens, a federally protected sole-source drinking water aquifer.

• Spill Mitigation: The Contractor must maintain fully stocked spill response kits on all paint trucks. Any material spills, solvent releases, or fuel leaks must be instantly contained and reported to the Base Fire Department and 102 CES Environmental Flight.

• Waste Disposal: Solvent washings, empty spray cans, and waste paint must be placed in sealed, DOT-approved drums and transported off-base to a licensed hazardous waste disposal facility.

7. Proposal Submission Requirements

Proposals must include:

1. Technical Approach: Narrative of the contractor's surface preparation techniques, paint application rates, bead dispersal calibration, field verification plan, and mobile traffic control safety plan.

2. Quality Control Plan: Procedures for verifying retroreflectivity levels, measuring wet film paint thickness (mils), and managing wet-line protection (coning/cones).

3. Firm-Fixed Cost Proposal: A single consolidated price for CLIN 0001 detailing material costs (gallons of paint, lbs of beads), labor hours, equipment rentals, and administrative overhead/bond structures.

Point of contact:

Nathanael Costa

Email: nathanael.costa@us.af.mil

Phone: 508-968-4723

REQUEST FOR PROPOSAL