Attachment 1-SOW.pdf

STATEMENT OF WORK

934th Airlift Wing Minneapolis – St. Paul Air Reserve Station

Pavement Repair Project

FY26 and Beyond BOA Version

19 MAY 2026

MSP-ARS Civil Engineering 760 Military Highway, Building 744

Minneapolis, MN 55450

1.0 General Information

1.1 Introduction: This intent of this project is to complete various repairs to asphalt pavements within the MSP-ARS (Minneapolis-St. Paul Air Reserve Station) footprint.

Any repairs requested shall be performed through a Basic Ordering Agreement (BOA).

The Contractor shall perform the services herein and as described in this Statement of Work (SOW). The Contractor shall be responsible for all professional services, permits, equipment, labor, tools, materials, and ancillary items necessary to complete the tasks defined by the SOW. The performed tasks shall be based on the project description, other data furnished in this SOW, and information covered during a pre-construction/ criteria review meeting, to be held prior to Contractor mobilization.

1.2 Base Information: The normal duty hours are 0700 to 1600, Monday through Friday, excluding Federal Holidays. The Contractor may submit a request to the Contracting Officer (CO) for approval to perform work outside of normal duty hours, on weekends, and on holidays. This request shall be submitted no less than 10 (ten) normal workdays prior to the time requested.

1.3 Recognized Holidays

The following Federal holidays are observed by this installation:

New Year's Day...................................................................................................1 January Martin Luther King's Birthday……………………………………….Third Monday in January President's Day……………………………………………………..Third Monday in February Memorial Day………………………………………………………………Last Monday in May Juneteenth………………………………………………………………………………..19 June Independence Day…………………………………………………………………………4 July Labor Day………………………………………………………….First Monday in September Indigenous Peoples’ Day…………………………………………Second Monday in October Veterans Day………………………………………………………………………11 November Thanksgiving Day…………………………………….……… Fourth Thursday in November Christmas Day…………………………………………………………………….25 December

1.4 Main Access Gate Area: The security measures for the roadway areas around the main entry point onto base will likely require the work to be performed after 1700 during the week, or at any time during the weekend. Any requested weekend work cannot occur on Unit Training Assembly (UTA) weekends. UTA weekends typically occur on the first weekend of each month. A current schedule of UTAs can be obtained from the CO.

1.5 References: Minnesota Department of Transportation (MNDOT), Manual on Uniform Traffic Control Devices (MUTCD), Minnesota (MN)-MUTCD, Unified Facilities Criteria (UFC), Department of Defense (DoD) Building Code, Unified Facilities Guide Specifications (UFGS), International Building Code (IBC), American Society for Testing and Materials (ASTM) International, Air Force Civil Engineer Standards, DOD

Directives, Occupational Safety and Health Administration (OSHA) Requirements, Department of Environmental Protection (DEP) Regulations, Environmental Protection Agency (EPA) Regulations, and any related Americans with Disabilities Act (ADA) Compliance Requirements.

1.5.1 Project Specifications:

01 42 00 Sources for Reference Publications 32 01 16.71 Cold Milling Asphalt Paving 32 01 17.61 Sealing Cracks in Asphalt Paving 32 11 23 Aggregate Base Course for Flexible Paving 32 11 26 Hot-Mix Bituminous Base Course for Roads and Streets 32 12 13 Bituminous Tack and Prime Coats 32 12 16.16 Road-Mix Asphalt Paving 32 12 36.13 Bituminous Fog Seal 32 17 23.16 Road & Parking Lot Pavement Markings MNDOT Standard Specifications for Construction MNDOT Bituminous Manual

NOTE: Project specifications are provided as an attachment to this SOW. MNDOT documents can be found on their website.

1.5.2 While there are numerous engineering discipline-focused chapters in both the UFC and UFGS, all guidance and directives applicable to the awarded project shall be followed. If there is a conflict between these codes, regulations and specifications, the most stringent requirements shall apply. Documents listed by and/or provided by the Government are for reference only and do not relieve the Contractor from adherence to applicable codes and/or regulations not specifically addressed.

2.0 Description of Work: The pavement repairs being requested may include reapplication of various pavement paint markings, such as pedestrian crosswalks, vehicle parking spaces, fire lanes, and various transverse markings, to include yield triangles, directional arrows, speed hump markings, stopping lines/bars, multiple curb colors and other miscellaneous pavement markings. There may be repairs to the asphalt pavement requiring crack filling, partial mill/overlay techniques for severe cracking, and areas of full asphalt replacement to include aggregate base course.

The work being performed will be requested through the BOA. The MSP-ARS Civil Engineering Squadron will evaluate which type of maintenance repairs are needed, document their approximate locations on a base map, and provide quantities for each type of repair task when submitting a repair order. Table 2.8.1 shows a listing of the types of expected repairs tasks.

2.1 Demolition and Disposal: Control accumulation of waste materials and trash.

Recycle or dispose of collected materials off-site at intervals approved by the CO and in compliance with waste management procedures. Except as otherwise specified in other sections of the specifications, disposal shall be in accordance with 01 74 19.

2.2 Paint: Paint shall be applied to clean, dry surfaces, and only when air and pavement temperatures are above 40 degrees F, and less than 95 degrees F. Paint temperature shall be maintained within the same limits. New asphalt pavement surfaces shall be allowed to cure for a period of not less than 30 days before application of paint.

Paint shall be applied pneumatically with approved equipment at a rate of coverage as specified in 32 17 23.16. Provide guidelines and templates as necessary to control paint application. Special precautions shall be taken in marking numbers, letters, and symbols. Edges of markings shall be sharply outlined.

2.2.1 Pavement Markings:

• Paints, including curbing, parking lines, gore lines in parking lots, and handicap symbols, shall be a latex material.

• Paint striping width for paint lines shall be a minimum of four (4) inches, where applicable. All other markings shall match existing sizes, shapes and outlines.

• Yellow or Red color paints shall contain only organic pigments. Low VOC (volatile organic compound) levels required, as listed in 32 17 23.16.

• Paint markings on crosswalks, stop bars, and white and yellow roadway markings shall possess reflectorized characteristics, to create better visibility during natural non-light hours. Glass bead requirements are listed in 32 17 23.16.

All other pavement marking types do not require reflective beads.

• Pavement markings shall match existing unless specifically communicated otherwise. The Contractor shall notify government if existing markings conflict with MUTCD, MN-MUTCD or MNDOT standards.

2.3 Asphalt Crack Filling: Meet project specifications and MNDOT standards. For cracks over 1” wide, use partial mill & overlay of 24” wide x 2” depth.

2.4 Asphalt Repair/Partial Mill & Overlay: Meet project specifications and MNDOT standards.

2.5 Full Asphalt Replacement Repairs: Project specifications are used as minimum guidelines to meet, but MNDOT bituminous guidelines shall be the preferred standard to use as they best meet the environmental challenges that occur in the Minnesota region.

2.5.1 Required Bituminous Mix: MNDOT Superpave Mixture shall be SP-WE-B4- 40F.

2.5.2 Other Asphalt Details: Full replacement thickness shall be 4 (four) inches, comprised of 2 (two) each, 2 (two) inch lifts (layers).

2.6 Subbase Repairs: Any damage or structural compromise to the subbase are unknown until the asphalt base has been removed. If the Contractor feels repairs should be made to the subbase before installing new asphalt, the Contractor shall report the condition, along with a proposed solution, to the MSP-ARS CO before proceeding with any further work.

2.7 Asphalt Sealcoating: Meet project specifications and MNDOT standards.

2.8 Types of Repairs: The government routinely performs internal assessments of pavement deficiencies, along with notations for each type of possible repair tasks. The categories listed in table 2.8.1 are to be used for providing the per-unit cost for each repair category.

Table 2.8.1

Repair Task Type Unit of Measure

AC patching, 2-inch depth Repair Square Yards AC full replacement, 4-inch depth Repair Square Yards Crack Repair, 1/4 - 1/2” width, up to 1/2” depth Repair Linear Feet Crack Repair, 1/2 - 3/4” width, up to 1/2” depth Repair Linear Feet Crack Repair, 3/4 - 1” width, up to 1/2” depth Repair Linear Feet Crack Repair, 1/4 -1/2” width, up to 1” depth, with backer rod Repair Linear Feet Crack Repair, 1/2 - 3/4” width, up to 1” depth, with backer rod Repair Linear Feet Crack Repair, 3/4 - 1” width, up to 1” depth, with backer rod Repair Linear Feet Crack Repair, over 1 inch width, partial mill and overlay technique with 24-inch width & 2-inch depth of new pavement material

Repair Square Feet using 2 inch factor Asphalt sealcoating M & O Square Feet

Crosswalks

Marking Square Feet Stopping Bars Marking Square Feet

Parking Spaces, Regular, 4 inches wide Marking Linear Feet Parking Spaces, Handicap Marking Each

Parking Area Restrictions, 4 inches wide hash marks Marking Linear Feet Fire Lanes, Width of curb Marking Linear Feet Subbase, 4-6” Repair Square Yards Subbase, 6-9” Repair Square Yards Mobilization/demobilization, paint marking Each Mobilization/demobilization, asphalt repairs Each Mobilization/demobilization, crack repairs Each

2.9 Security Requirements:

MIL-HDBK-1013: DOD Military Handbook Design Guidelines for Physical Security of Facilities AFI 31-101, Air Force Instruction 31-101: The Air Force Installation Security Program DOD 5200.1.R, Department of Defense 5200.1.R: Information Security Program Construction Standards UFC 4-010-01 Unified Facilities Criteria Antiterrorism Standards for New and Existing Facilities

2.9.1 Site Access: All personnel and subcontractors employed by the Contractor in the performance of the services specified in this contract or any representative of the Contractor entering the work area shall conform and comply with all applicable MSP- ARS security policies and procedures (briefed by the Government at the beginning of the contract). All Contractor employees or subcontractors must always carry pictured identification. They must show I.D. upon request by City/State/Government personnel.

The Contractor's employee must carry a copy of the contract requirements with them during the implementation of this contract. The Contractor shall submit to the CO at least three days prior an Entry Access List (EAL) containing the name of the Contractor or Subcontractor, the Full Name of the individual requiring access, their date of birth, driver’s license number, and the state issued. No access will be granted to any individual with a criminal history in the past 10 years or an outstanding warrant. Foreign nationals without a green card will not be granted access. Once vetted, an employee must bring their Real ID to the Visitor Control Center to obtain a visitor pass for base access. If an employee does not have a Real ID, they will be required to present their passport, passport card, SSN card, or original birth certificate to obtain their visitor pass.

2.10 Repair Services: Upon approval by the CO and receipt of all submittals, the Contractor may commence on-site repair activities. The Contractor shall conform to all specific references, and other applicable requirements, during performance of the work as described in the SOW:

2.10.1 Mobilization: Mobilize equipment, labor, tools, materials, and ancillary items necessary to complete the work defined in the SOW.

2.10.2 Demobilization: All equipment, tools, and ancillary items shall be removed from the base no more than 3 normal working days after the finish of the last on-site project task, or the end of the Period of Performance, whichever occurs first.

2.10.3 Repair Tasks: Perform awarded tasks as defined in section 2.0 Description of Work.

a. Protect work area with barricades, warning tape, signs and/or other appropriate methods for the work being completed to ensure the safety of pedestrians, Contractor personnel, vehicles and property.

b. Remove and dispose of all demolition and general construction debris from the site (off base).

c. Perform ancillary efforts required to complete the work necessary to provide a clean, complete and functional facility.

d. The Contractor shall implement means and methods that will limit disturbance to the natural vegetation, water bodies and base activities to the greatest extent practicable throughout the project performance.

2.10.4 MNDOT Management of Traffic (MOT) guidelines shall be followed. Unless noted otherwise, work is anticipated to be performed during normal working hours, as stated in section 1.2 of the SOW. The government provided documents and existing field conditions shall be reviewed by the Contractor to identify any potential discrepancies and develop necessary Requests for Information (RFIs) prior to construction mobilization.

2.11 Government Furnished Equipment/Material: None

3.0 General Requirements: Contractors, subcontractors, and their employees shall adhere to the following requirements.

3.1 Employee Parking: Contractor employees shall park privately owned vehicles in an area designated by the Civil Engineering Squadron (CES) and approved by the CO.

3.2 Job Site Tools and Equipment: Contractor vehicles and equipment being used for this project shall be stored in an area designated by CES and approved by the CO.

All hand tools and equipment shall be maintained in good working condition and properly stored when not in use. Construction attire shall be in accordance with applicable OSHA regulations.

3.3 Facility Occupancy: The road and parking facilities covered by this contract experience low to moderate pedestrian and vehicle traffic. During performance of this contract, non-work areas will remain functional to normal activities unless noted otherwise. Base personnel will relocate military vehicles/equipment from the work areas. Contractor shall notify the CO in writing at least 10 (ten) days prior to any road or parking lot closures required to complete the work identified herein. The Contractor is responsible for all management of traffic in the work areas for the duration of the performance period.

3.3.1 Traffic flow of security-controlled entrance gate: The Contractor shall abide by security requirements of local security forces, to allow non-impeding management and control of the front entrance area to the base. An official, documented traffic control plan shall be submitted by the Contractor no less than 10 (ten) normal working days prior to the scheduled date of work performed in the security-controlled front entrance.

In conjunction with Security Forces Squadron, an approved plan shall be reviewed by

MSP-ARS CES and approved by the CO, no less than 5 (five) normal working days prior to any work performed in this area.

3.4 Work in Controlled/Restricted Areas

3.4.1 Free Zones: When working in controlled and restricted areas, the contractor must be escorted by an authorized government representative or establish free zones.

When free zones are required to perform the work, the contractor is responsible for providing materials for and establishing the free zone with coordination assistance from MSP-ARS CES. At all times, the contractor will be required to stay within the boundaries of the established free zones or be escorted.

3.4.2 Free Zones in Controlled Area: The Asphalt BOA 2026 Base Map identifies surfaces within the Controlled Area. Free Zones in the controlled area require weighted stanchions spaced at 25’ and connected with yellow rope. Stanchions may be relocated as work progresses to other areas.

3.4.3 Free Zones in Restricted Area: Areas SH870-02, SH870-01, SH821-0, SH821- 02 and SH822-01 are located in a restricted area. Free Zones in restricted areas require a 4’ orange snow fence supported by water filled low-profile barriers spaced at 50’ maximum with red flashing lights in accordance with UFC 3-260-04. Fence and barriers may be relocated as work progresses to other areas.

3.5 Clean Up: At the end of each working day the Contractor shall clean up the work site by the removal of all construction debris, waste materials, packaging material and the like. If the aforementioned items could become airborne, they shall be placed in Contractor supplied refuse containers immediately. Clean up of the work site shall include the construction area(s), construction office area(s), material storage area(s), parking and eating area(s), and any other area(s) affected by the construction process.

Any dirt or mud which is tracked on to any Base street, parking area, sidewalk, patio, or driveway shall be cleaned away daily. Materials resulting from demolition activities which are salvageable shall be stored within the work area or at a supplemental storage area, which shall be identified by the CO. Stored material, both new and salvaged, shall be stored in trailers or neatly stacked in an approved location.

4.0 Period of Performance: The Period of Performance (POP) shall be 60 (sixty) calendar days from the date of an order being placed. If it is determined that the weather conditions will impede the ability to meet the POP, the Contractor shall notify the CO no later than 10 normal business days before the end of the POP.

5.0 Attachments:

Asphalt BOA 2026 Specifications Asphalt BOA 2026 Base Map_REVISED

BASE MAP WITH AREA IDENTIFIERS

(NOTE: Large format map is provided as a separate attachment)