PJMS 112884_SOW Repair Road from CE Front Gate Rev.pdf

RESURFACE PAVEMENT FROM CE TO WEST SIDE OF

AIRCRAFT DISPLAY

STATEMENT OF WORK

PROJECT NUMBER PJMS 112884

MARYLAND AIR NATIONAL GUARD

WARFIELD AIR NATIONAL GUARD BASE

MARTIN STATE AIRPORT

BALTIMORE, MARYLAND 21220

19 December 2019

PJMS 112884_SOW Repair Road from CE Front Gate Rev 1 of 7 Pages 2/27/2020

1. General Project Information:

Project Location and Background: This project is located at the Martin State Airport, Maryland Air National Guard, Baltimore, MD 21220 and requires the milling and resurfacing of a Two Lane Road (Hercules Blvd.) from CE Building to the west side of the aircraft display ; with associated parking lots as shown in “Parking Lot and Roadway Paving Plan.”

1.1. Scope:

There is approximately:

329,632 SF – Milling of existing Road Surface and Parking Lots, 329,632 SF – 2” 9.5mm Hot Mix Asphalt Paving Course Overlay.

Adjust all utilities at new pavement grades and provide positive drainage flow across to all inlet structures.

1.2. Use of Premises:

1.2.1. Contractor shall assume full responsibility for protection and security of materials and equipment stored on site.

1.2.2. Contractor shall move any stored products, under their control, which interfere with operations of the Government.

1.3. Government Equipment: Contractor use of Government owned or leased equipment such as: hoists, forklifts, compressors, welding machines, cutting rigs, etc. shall not be permitted on either a reimbursable or non-reimbursable basis. Cost for all equipment required to accomplish the work shall be included in the Contractor’s final bid price.

1.4. Permits and Inspections:

1.4.1. Normally no permits or inspections by local building officials are required. Daily inspections will be performed by COR unless modified by this Statement of Work.

2. Unless otherwise specified in other sections of this specification, the use of burning equipment or open flame welding and cutting shall be allowed only as authorized in writing by the local Fire Inspector (Facility 3150); telephone #: 410-918-6257. Once approved by the Fire Inspector, a written AF Form 592 - USAF Welding, Cutting, and Brazing Permit will be issued. The permit is will be issued by the fire department within one (1) hour of request, and must be renewed daily. In addition to this permit, a Risk Assessment for the hot work will be provided by Safety (Facility 4200); telephone #:410-918-6524.

2.1. Contractor Passes: Contractor’s Passes are only issued to personnel who have properly submitted a locally generated 175th Wing Installation Access Application (available from the Contracting Office or from the COR) and have been cleared through an approved background investigation by the 175th Security Forces Squadron. The Installation Access Application contains required information necessary to conduct a National Criminal Information Center (NCIC) background check or a Defense Biometric Identification System (DBIDS) check.

PJMS 112884_SOW Repair Road from CE Front Gate Rev 2 of 7 Pages

2.1.1. Contractor Passes are only issued to contractors who will be required to work more than 14-days on the installation in the performance of their contract. For contractors requiring less than 14 days of access, an AF FM 75, Visitors Pass, will be issued upon a favorable background investigation.

The Defense Forces Commander (DFC) maintains the right to deny contractors access to the installation based on unfavorable information obtained through NCIC or DBIDS.

2.1.2. The COR will determine the equipment, material and other staging locations or work areas available under this contract.

2.2. Hours of Operations: Due to the large area in which this work is to be accomplished; all work will be executed beginning at 1730 Tuesday – Friday; ending no later than 0400;

Mondays and weekends will have a full day schedule. If the Contractor desires or is required to work on Holidays or other hours outside this schedule, the Contractor shall be required to seek written approval from the BCE. The Contractor is not entitled to premium time if the request is approved. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site.

2.3. Change Orders: The Base Civil Engineer (BCE), COR or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

2.4. Field Changes: No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the BCE, COR, Contracting Officer or the Contractor.

2.5. Digging Permit: This permit is obtained from the Work Control Office (Facility 2100) at

(410) 918-6300. The Contractor is responsible for contacting ‘Miss Utility’ to mark the gas and electrical lines. The Contractor is responsible for hiring a private underground utility locating company to mark the, sanitary sewer, storm sewer, broadband cable, and communication lines within areas of work site.

2.6. Daily Report and Sign-In Register: Each day the Contractor is on site to perform any work, the Superintendent/Foreman shall sign in at the Base Engineering Building (BLD 2100), indicating specific Building/Location and the number of person who shall be performing work that day.

2.7. Clean up: The work site is an active civilian and military airport. Site cleanliness, Foreign Object Debris (FOD) control is absolute. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at their own expense.

2.8. Safety: The Contractor is responsible for performing all work In Accordance With (IAW) State and Federal OSHA requirements as well as compliance with the most current USACE EM 385-1-1. This is available at http://140.194.76.129/publications/eng-manuals/em385- 1-1/2008_English/toc.html.

2.9. Environmental Protection and Waste Disposal: The Contractor shall, remove all sludge, dusts and debris from the property of the Martin State Air National Guard Base which have

PJMS 112884_SOW Repair Road from CE Front Gate Rev 3 of 7 Pages resulted from specific work described in (Statement of Work (SOW). The disposal of all such materials, which may include hazardous or toxic liquids that are used to perform the work, shall conform to all Federal and State environmental regulations with regards to both transportation and ultimate disposal. This project must comply with all Federal, State, and Local environmental regulations. All dumpster service and waste management shall be provided at no additional cost to the Government. All recyclable metal shall be placed into Martin State Airport scrap metal recycling containers. Please contact the Base Environmental Engineer Maj DeJuan Saunders at (410) 918-6486 for detailed information.

2.10. Hazardous Materials: If suspected hazardous materials are discovered, do not disturb, and contact the COR.

2.11. Drawings: Drawings furnished by the government to the Contractor may be used for general information only and shall not be relied upon or used as the basis for preparation of contract drawings required by this contract without complete verification by the Contractor.

2.12. Military Real Property Data – DD Form 1354: The Contractor shall furnish real property data to the Government via the DD Form 1354, Building Information Checklist for the Transfer and Acceptance of Military Real Property, for each new construction and/or renovation project awarded, unless otherwise notified. The cost and unit of measure of each individual asset must be identified separately. If demolition work is within the scope of the project, demolished assets and demolition costs must also be identified. The Contractor is responsible for accuracy of data, current up to the time of completion. The Contractor should contact the Real Property Office at 410-918-6222 with questions pertaining to the DD Form 1354. For construction data assistance, Contractor may contact the 175th Base Civil Engineer’s Office to speak with the COR, or Project Manager assigned to the project.

2.13. Contractors who will be working on the installation need to complete an Antiterrorism Level I training. The training can be found at http://jko.jten.mil/courses/atl1/launch.html.

Please ensure contractors are attaching their certificates along with their applications.

Contractors who have not completed an Antiterrorism Level I training will not be allowed on the installation.

2.14. Specific Project Information: Supply all equipment, material, and labor required to mill and resurface approximately 3705 LF of asphalt pavement roadway and inclusive of parking area as indicated on the attached site plan Parking Lot & Roadway Paving Plan.

The project is for the Maryland Air National Guard, Baltimore, MD 21220. The intent is to have the road work completed within seven working days of commencement of work.

2.15. Cost Proposal: The general contractor shall provide a proposal for a paving project, described below, that is complete and usable for commercial vehicles and non-organizational vehicles each weighing 70,000 lbs when full. The execution of this project must be done under the schedule as per Par. 2.2., to minimize the effects on the Maryland Air National Guard base operations.

2.16. Description of Project: This project provides for periodic road maintenance of existing base roads by milling and resurfacing an existing two-lane road and adjacent parking lots.

Estimated distance of Hercules Blvd., Mustang Drive, Sabre Jet Blvd. and Dragonfly Drive

PJMS 112884_SOW Repair Road from CE Front Gate Rev 4 of 7 Pages is 3705 LF. Mill full width of roadway to a depth of approximately 2” and resurface with a 9.5mm asphalt compaction to a minimum depth of 2.0”. See Attached Site Drawings for details. The associated parking lots highlighted in the Parking Lot & Roadway Paving Plan require milling to a depth of approximately 2” and resurfacing with a 9.5mm asphalt compaction to a minimum depth of 2”.

2.17. All existing utilities at mill surface elevation will require partial depth repairs of surrounding area prior to asphalt overlay. Contractor must match existing grades at all parking entrances and road intersections.

2.18. Asphalt cement should be used as tack coat. Asphalt emulsions are not recommended.

Apply 10% – 15% heavier than a standard overlay application. In site conditions that require milling deeper than the maximum necessary to remove surface ruts, asphalt cement thickness may need to be increased even more.

2.19. Any areas where existing pavement has shown significant rut; contractor is to remove the area of pavement and subgrade; stabilizing exposed areas with suitable materials.

Contractor is to identify areas of pavement rut to C.O.R. prior to removal. These areas will be restored as per Asphalt Pavement Detail provided.

2.20. If milling has penetrated areas below the asphalt surface, these areas should be restored with hot mix asphalt. Milled surfaces with deeper grooves with ear vertical faces, sharp or vertical edges, faulted joints etc. shall have a dense grade hot mix asphalt leveling course.

2.21. Overlap longitudinal joints 2 to 4 inches.

2.22. The contractor will provide positive flow to all gutter pans and inlet structures across the parking lots. The contractor will document all pavement parking lot striping and roadway centerline and stop line markings for transfer to the newly paved surfaces ( Facility 1150, layout is shown on Striping Plan 2).

2.23. After resurfacing of project areas is completed, paint parking spaces markings, as documented. “Striping Plans 1, 2 & 3” require 4” white non-reflective striping. The roadway centerline markings shall be double 4” yellow reflective striping.

2.24. Contractor shall use Sherwin Williams Setfast Acrylic Waterborne Traffic Marking Paint with the color of TM226 white or equal product for the striping.

2.25. Contractor shall use Sherwin Williams Setfast Acrylic Waterborne Traffic Marking Paint with the color of TM227 Lead free yellow or equal product for the roadway centerline.

2.26. Description of Work: The Contractor shall describe in his or her proposal how they will manage the project. The Contractor shall identify key staff and their abilities to manage projects of this magnitude, including scheduling methods, reporting and execution.

3.0. Meetings: A Preconstruction Meeting will be required prior to construction.

3.1. Sundry Elements: Any material, devices or services not specifically mentioned or indicated in this specification that are reasonably required for a complete, finished and first class operating installation, shall be provided by the Contractor at no additional cost to the owner. The work shall be installed in accordance with this specification and best industry practices.

PJMS 112884_SOW Repair Road from CE Front Gate Rev 5 of 7 Pages

3.1.1 Cutting and Patching Proposal: Submit a proposal describing procedures at least 7 days before the time cutting and patching will be performed, requesting approval to proceed.

3.1.2.Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

3.2. Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

3.3. Quality Control: The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records of his quality control for all construction operations required under this section. A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

3.4. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions:

3.4.2. Do not proceed with utility interruptions without the COR’s written permission.

4. Submittals:

5. Contractor Manpower Reporting Application: The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor will report all Contractor manpower, including subcontractor manpower, required for performance of this Contract. The Contractor is required to completely fill in all the information in the format using the following web address: https://contractormanpower.army.pentagon.mil. The required information includes:

1.) Contracting Office, Contracting Officer, Contracting Officer’s Technical Representative;

2.) Contract number, including task and delivery order number;

3.) Beginning and ending dates covered by reporting period;

4.) Contractor name, address, phone number, email address, identity of Contractor

Employee entering data;

5.) Estimated direct labor hours, including subcontractors;

6.) Estimated direct labor dollars paid this reporting period, including subcontractors;

7.) Total payments, including subcontractors;

8.) Predominant Federal Service Code (FSC) reflecting services provided by Contractor, and separate predominant FSC for each subcontractor if different;

9.) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information);

10.) Locations where Contractor and subcontractors perform the work (specified by Zip Code in the United States and nearest City/Country, when in an overseas location, using standardized nomenclature provided on website);

PJMS 112884_SOW Repair Road from CE Front Gate Rev 6 of 7 Pages

11.) Presence of deployment or contingency contract language, and;

12.) Number of Contractor and subcontractor employees deployed in theater this reporting period (by country).

As part of its submission, the Contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30th of each government fiscal year and must be reported and must be reported by the 31st of October of each calendar year.

Unit Identification Code (UIC) for the Requiring Activity:

Issuing Office DoDAAC: W912K6.

5.1. Standards: Paving material and paving operations shall be in accordance with Maryland

State Highway Administration MSHA SPEC Division 900, Section 904 and Division 500, Section 504. A quality assurance and control plan must be provided to the COR prior to notice to proceed with the mix design and material source in the proposal.

5.2. Product Information: Provide all material submittals utilizing AF IMT 3000, Material Approval Submittal available for approval by the COR prior to construction. Submit 1 electronic sets of all AF IMT 3000 with attachments; to the Contracting Officer.

5.3. List of Attachments: The following attachment is included

1. Site Plan & Paving Details

--- End of Statement of Work ---

PJMS 112884_SOW Repair Road from CE Front Gate Rev 7 of 7 Pages

TYPICAL SECTION AT HERCULES BLVD. SHOWING POINT OF BEGINNING AERA AT ENTRANCE TO ALBATROSS DISPLAY

DEGRADED AND UNEVEN PAVEMENT AT ROADWAY SURROUNDING ALBATROSS WEST END OF ALBATROSS DISPLAY WITH EXISTING STRIPING