Attachment 0001 - Performance Work Statement.pdf

CONSTRUCTION SPECIFICATIONS FOR

BUILDING 668 ASPHALT SHINGLE ROOF

REPLACEMENT

DEVENS RFTA

DEVENS, MA 01434

December 2025 Project No.

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 GENERAL REQUIREMENTS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 57 20 ENVIRONMENTAL PROTECTION (FORT DEVENS)

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 31 13 ASPHALT SHINGLE ROOF SYSTEM

DIVISION 26 – ELECTRICAL SYSTEMS

26 41 01.00 10 LIGHTNING PROTECTION SYSTEM

Section 01 10 00 – General Requirements

SECTION 01 10 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.0 SUMMARY OF WORK

The objectives of this project are to repair by replacement the 3rd story roof of U.S. Army Garrison Devens RFTA Building 668.

The existing 3rd story roof of Building 668 consists of existing asphalt shingle roofing with unknown underlayment supported by a low-pitch plywood deck sheeting. The built-up roofing is to be removed and replaced with a asphalt shingle roof. Existing lightning protection is to be removed and reinstalled upon completion of the new roofing system.

The general description below is given to indicate the approximate scope of the Work necessary to complete the project. It does not limit the work required under the drawings and specifications.

1.1 REFERENCES

A. Where references (e.g. ASTM, ACI, etc.) are noted for compliance throughout this Statement of Work, Contractor shall use the most current and up to date copy at time of actual construction.

B. Contractors shall be responsible for providing their own copies of references.

1.2 DEFINITIONS

A. Drawings – That part of the Contract Documents which graphically shows the scope, extent, and character of the Work to be performed by the Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined.

B. Existing Conditions - Including but not limited to, all existing buildings and interior utilities (HVAC, electricity, plumbing, etc.), structures, fences, roads, sidewalks, pavement, curbs, above and underground utilities and equipment, existing improvements, vegetation (trees, shrubs, grass, etc.), and underground facilities.

C. Furnish – When used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition.

D. Install Perform or Provide – When used in conjunction with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use.

E. Shop Drawings – All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for the Contractor and submitted by Contractor to illustrate some portion of the Work.

F. Site – Including but not limited to land, buildings, structures and or areas indicated in the Contract Documents as being furnished by the Government upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the Government which are designated for use by the Contractor.

G. Underground Facilities – All underground pipelines, conduits, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

H. Work – The entire construction, on- and off-site, or the various separate identifiable parts thereof required to be provided under this Contract. Work includes and is the result of performing or providing all labor, services, submittals, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by this Contract.

I. Unless stated otherwise in the Contract, words or phrases which have a well-known technical or construction industry or trade meaning shall be used in the Contract in accordance with such recognized meaning.

1.3 WORK COVERED BY THE CONTRACT DOCUMENTS

A. Item No. 0001 REPAIR ROOF, BUILDING 668

The Contractor shall furnish all plant, labor and material, equipment, supervision, incidentals, and services required to perform and complete the work necessary to fully remove and replace the third story existing asphalt roof to Building 668 as specified herein and as shown on the attached drawings.

DEMOLITION

The Contractor shall fully remove the existing roof system down to the existing plywood deck sheeting and the removal and safe keeping of the existing lightning protection system.

Upon removal of existing roof system, Contractor shall survey and inspect roof area for deterioration. Contractor shall provide a written report with photos of the conditions found.

During construction, the interior side of roof deck system shall be surveyed for any damage as a result of attaching or installing new nailers. Contractor shall repair all damages to the structures and appurtenances.

CONSTRUCTION

Roof System: Provide roofing system to include, asphalt shingles, underlayment, and other materials as specified in Sections 07 31 13 Asphalt Shingle Roof System.

Snow Guard: I nstall a snow guard system above each entrance way and above low roof section.

Roof Fall Protection System: Contractor shall provide a fall protection system to include an anchor system with eyelets for a safety rope attachment to the personnel safety harness for worker safety while working on or inspecting the roof system. The system shall be designed by a Registered Professional Engineer and shall be approved by the Roof Manufacturer.

Lightning Protection System (LPS): Contractor shall remove and reinstall the existing lightening protection system and provide written test report to the COR upon completion.

B. Item No. 0002 REPAIRS TO ROOF DECK

The Contractor shall furnish all plant, labor and material, equipment, supervision, incidentals, and services required for the Work necessary to repair deteriorated areas of the deck. Any roof deck deterioration found during the removal of the existing roof on any story shall be repaired prior to the application of the new roof systems.

1.4 ADDITIONAL WORK

It is anticipated that during the performance of the renovation work specified, the Contractor may uncover or otherwise discover additional areas that need work. When such areas are discovered, they shall be inspected concurrently by the Contractor and Contracting Officer. The Contracting Officer will make a determination of the action to be taken.

1.5 CONTRACT DRAWINGS AND SPECIFICATIONS

A. The Government will furnish the Contractor electronic copies of all technical contract documents. The complete set of drawing files and technical specification files which have all amendments incorporated.

B. The Contractor shall:

1. Check all drawings furnished immediately upon receipt.

2. Compare all drawings and verify the figures before laying out the work.

3. Promptly notify the Contracting Officer of any discrepancies.

4. Be responsible for any errors which might have been avoided by complying with paragraph (b).

5. Reproduce and print contract drawings and specifications as needed.

C. Omissions from the drawings or specifications or the incorrect showing of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or inaccurate details of the Work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

D. The Work shall conform to the contract specifications, attachments, and any contract drawings referenced.

E. Drawings and or sketches prepared by the Government shall not be used for shop drawings.

1.6 SUBMITTALS REQUIRED FOR THIS CONTRACT

A. Submittals required for this contract are listed and described in the specification sections and the drawings. The submittals are to be provided to the Contracting Officer.

1.7 EXISTING CONDITIONS

A. Photographs and drawings may be provided as an Attachment to show the existing conditions.

B. Record drawings provided as part of this Contract are the best available drawings and information depicting existing conditions.

The Government does not guarantee the drawings show all conditions that may exist at the site of the work.

1.8 EXAMINATION OF SITE

It is recommended that the Contractor visit the Site and become familiar with general, local, and site conditions which may affect cost, progress, or performance of the Work. Site visit(s) shall be scheduled through Devens RFTA POC.

1.9 QUALITY CONTROL

Contractor is responsible for construction quality control to include supervision, inspection, sampling, field and laboratory testing, recordkeeping in accordance with Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION. All associated costs are to be included in the proposal.

1.10 RELATED DOCUMENT

Drawings and provisions of the Contract, including all conditions, clauses and specification sections, apply to this Section.

1.11 SUBMITTAL PROCEDURES

A. General

1. Units of weights and measures used on all submittals are to be the same as those used in the Contract Documents.

2. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with Contract requirements.

3. Prior to submission to Contracting Officer, all submittals shall be checked and approved by the Contractor as stated in the Contract. Each item shall be stamped, signed, and dated by the Contractor indicating action taken.

4. Proposed deviations from the Contract requirements are to be clearly identified. Include within submittal items such as:

Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

5. Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

6. Samples remaining upon completion of the Work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

7. The Contractor shall also comply with Special Contract

Requirements as required based on procurement type and total cost of this Contract.

B. Submittal Classification

1. Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

2. Information Only

Submittals not requiring Government approval will be for information only. For Design-build construction all submittals not requiring Designer of Record or Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

C. Transmittal Form

1. Transmittal Form (ENG Form 4025) shall be used for submitting both Government Approved and Information Only submittals in accordance with the instructions on the reverse side of the form.

These forms will be furnished to the Contractor during the pre-construction meeting. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted.

Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

2. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the Work covered in this Contract.

D. Submittal Procedure

1. Quantity of Submittals

a. The Contractor shall submit four (4) copies for each submittal specified in the Contract.

2. Variations from contract requirements require government approval and will be considered where advantageous to the government.

a. Considering Variations

Discussions with the Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP). See Clause 52.248-3 for the procedures regarding a VECP. Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the government requiring rejection and removal of such work at no additional cost to the government.

b. Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

c. Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

3. All submittals shall be forwarded via PDF in email to the

Government POC.

4. Government Approved Submittals

a. Upon completion of review of submittals requiring government approval, the submittals will be identified as having received approval by being so stamped and dated. Two (2) copies of the submittal will be retained by the Contracting Officer and two

(2) copies of the submittal will be returned to the Contractor.

5. Information Only Submittals

a. Submittals for information only will not be returned. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the drawings and specifications; it will not prevent the Contracting Officer from requiring removal and replacement of non-conforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

E. Scheduling

1. Submittals covering component items forming a system or items that are interrelated shall be submitted concurrently and scheduled to be coordinated. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 14 calendar days) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

Failure to complete the project on time will be cause for liquidated damages per customer/government denied usage of the facility at an approved direct cost to Contractor.

F. Approved/Accepted Submittals

1. The Contracting Officer's approval or acceptance of submittals is not be construed as a detailed check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal.

2. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist. The Contractor under the Contractor’s quality control program requirements of this Contract is responsible for dimensions, details, and the satisfactory construction of all work, etc.

3. After submittals have been approved or accepted by the Contracting Officer, no re-submittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

G. Disapproved/Rejected Submittals

1. Contractor shall make corrections required by the Contracting

Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the Contracting Officer.

2. Contractor is responsible for the dimensions, details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

3. If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

H. Withholding of Payment

1. Payment for materials incorporated in the Work will not be made if required approvals have not been obtained.

2. No payment will be made for any materials incorporated into the Work for any conformance review submittals or information only submittals found to contain errors or deviations from the Solicitation or Accepted Proposal.

I. Stamps

Stamps used by the Contractor on all Submittals, to certify that the submittal meets contract requirements, shall be similar to the following:

1.12 PERMITS, FEES, AND CERTIFICATES

Unless otherwise stated, the Contractor shall obtain and pay for, but not limited to, all fees, licenses, permits, certificates, etc. as required by Local, State, and or Federal Laws and Regulations and Laws necessary for the prosecution of the Work.

1.13 PROTECTION

A. Provide and maintain protection for all existing conditions on or adjacent to the Site, as well as nearby third party property which is not part of the Work; this also includes parts of the Contract which do not unreasonably interfere with the Work. It is recommended that the Contractor become very familiar with the Site and any adjacent property.

B. Upon discovery of unknown utility or concealed conditions, notify the Contracting Officer immediately and re-direct work to avoid delay.

C. Avoid damage to existing vegetation to remain in place and only remove vegetation when specifically authorized to do so.

D. Any damage to existing conditions, including third party property, as a result of failure to comply with the requirements of the Contract or failure to exercise reasonable care in conducting the Work shall be immediately repaired. If Contractor fails or refuses to promptly repair the damage, the Contracting Officer shall exercise its rights to repair the damage at the expense of the Contractor.

CONTRACTOR

(Firm Name)

Approved

Approved with corrections as noted on submittal data and/or attached sheets(s).

SIGNATURE:

TITLE:

DATE:

E. During the Work, the Contractor shall provide temporary protection at all times for:

1. Damaged portions of existing structures and land where materials are handled and equipment is moved and or relocated.

2. The interior of existing structures for the prevention of damage and the intrusion of dust and inclement weather. Prior to the starting any phases or work, all surfaces that are to remain in place and intact shall be adequately protected; this protection shall be maintained until all associated work in the area is completed and accepted by Government.

1.14 RESTORATION

A. All existing conditions which are disturbed, damaged and or removed as a result of the Work, shall be fully restored (restored shall mean, but not be limited to, repaired, put back into service, replaced, etc). Restorations shall match elevations, conditions prior to the start of the Work. Except as otherwise noted, materials and workmanship used in restoring the damaged work shall conform in type and quality to that of original existing conditions.

All restorations shall be at the expense of the Contractor.

B. Remove, cut, alter, replace, patch, and or repair existing conditions as necessary to complete Work as described in the Contract. Except as otherwise noted, the Contractor shall not cut, alter or remove any structural components, nor disturb any plumbing, steam, gas, or electric utilities without prior approval from the Contracting Officer.

C. Prior to any disturbance to existing conditions, the Contracting Officer shall be notified immediately when conditions which are to be altered and or extended are found to be defective in any way.

D. Damage to any vegetation, which is to remain in place, shall be trimmed with a clean cut and the cut painted with a pruning compound that is compatible with the vegetation and as directed by the Contracting Officer.

E. Changes in contract price and or time as a result of restoration to damaged existing conditions which were not shown in the Contract Documents or were unknown to the Government will be covered by the clauses entitled “CHANGES” (FAR 52.243-5) and “DIFFERING SITE

CONDITIONS” (FAR 52.236-2).

1.15 PHYSICAL DATA

A. Data and information furnished or referred to below is for the Contractor’s information only. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

B. The indications of physical conditions on the drawings are the result of AS-Built Drawings. The Contractor by his own site investigations shall determine actual field conditions and measurements.

C. The government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by the drawings.

Bidders are expected to examine site of work and, after investigation, decide for themselves character of materials and make their bids accordingly.

1.16 AVAILABILITY AND USE OF UTILITY SERVICES

A. The Government shall reasonably make existing utilities available to the Contractor. The Contractor shall carefully conserve any utilities which are furnished without charge.

B. At the expense of the Contractor and the satisfaction of the Contracting Officer, all necessary temporary facilities (electricity, heating, cooling, telephone, controls, distribution lines, etc.), shall be installed and maintained.

C. Prior to final acceptance of the Work, the Contractor shall remove all temporary facilities and any associated appurtenances, and clean and repair damage caused by installation or use of temporary facilities.

1.17 CLEANUP

A. On a daily basis, Contractor shall remove and properly dispose of all waste material and other debris generated by the Work. It shall be removed off the Site in a manner as to prevent spillage on streets and adjacent roads. Do not allow the materials to accumulate on the Site.

B. Removal, as indicated above, shall be in accordance with all Federal, State, and Local Regulations and Laws.

C. Do not burn or bury materials and or debris on site. Leave site in clean condition.

D. Prior to final cleanup, Contractor shall perform a complete magnet sweep within ten (10) feet of building; applies to complete perimeter of building.

PART 2 NOT USED

PART 3 NOT USED

ATTACHMENTS:

1. LOCUS MAP OF FORT DEVENS

2. PHOTOS OF EXISTING CONDITIONS

SECTION 01 10 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.0 SUMMARY OF WORK

The objectives of this project are to repair by replacement the 3rd story roof of U.S. Army Garrison Devens RFTA building 668.

The existing 3rd story roof of Building 668 consists of built-up asphalt shingle roofing supported by a low-pitch reinforced plywood deck. The built-up roofing is to be removed and replaced with a asphalt shingle roof and 30 (thirty) year warranty. Lightning protection is to be removed and set aside in a safe manner and location and reinstalled upon completion and provide test reports to the Government POC.

The general description below is given to indicate the approximate scope of the Work necessary to complete the project. It does not limit the work required under the drawings and specifications.

Project Identification: Building 638 Roof Repair.

Project Location:

Building 668 31 10th Mountain Division Road, Devens MA 01434

A. Where references (e.g. ASTM, ACI, etc.) are noted for compliance throughout this Statement of Work, Contractor shall use the most current and up to date copy at time of actual construction.

B. Contractor shall be responsible for providing their own copies of references.

SECTION 01 45 00.10 20 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.10 20

PART 1 GENERAL

QUALITY CONTROL FOR MINOR CONSTRUCTION

1.2 SUBMITTALS

PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 45 00.10 20 Page 2

SECTION 01 45 00.10 20

QUALITY CONTROL FOR MINOR CONSTRUCTION

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 10 00 GENERAL

REQUIREMENTS:

SD-01 Preconstruction Submittals

QC Plan; G

Submit a QC plan within 10 calendar days after receipt of Notice to Proceed.

PART 2 PRODUCTS

Not Used

Not Used

-- End of Section --

Section 01 57 20 – Environmental Protection (Fort Devens)

SECTION 01 57 20

ENVIRONMENTAL PROTECTION (FORT DEVENS)

1.1 REFERENCES (NOT USED)

1.2 DEFINITIONS

A. Contractor Generated Hazardous Waste - Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners, excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

B. Environmental Pollution and Damage - Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare;

unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

C. Environmental Protection - Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

D. Hazardous Materials - As defined by the Environmental Protection Agency (EPA) or State Hazardous Control Authority. Hazardous material is any material that is regulated as a hazardous material by the EPA or requires a Material Safety Data Sheet (MSDS), or during end use, treatment, handling, packaging, storage, transpiration, or disposal meets or has components that meet or have potential to meet the definition of a hazardous waste. Such material include ammunition, weapons, explosive actuated devices, propellants, pyrotechnics, chemical and biological warfare materials, medical and pharmaceutical supplies, medical waste and infectious materials, bulk fuels, radioactive materials, and other materials such as asbestos, mercury, and polychlorinated biphenyls (PCBs). Nonetheless, the exposure may occur incident to manufacture, storage, use and demilitarization of these items.

E. Hazardous Waste - Any discarded material, liquid, solid, or gas, which meets the definition of hazardous material or is designated hazardous waste by the Environmental Protection Agency or State Hazardous Control Authority.

F. Land Application for Discharge Water - The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "Waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

G. Oily Waste - Those materials which are, or were, mixed with used oil and have become separated from that used oil. Oily wastes also means materials, including wastewaters, centrifuge solids, filter residues or sludges, bottom sediments, tank bottoms, and sorbents which have come into contact with and have been contaminated by, used oil and may be appropriately tested and discarded in a manner which is in compliance with Federal, State and local requirements.

H. Pesticide - Pesticide is defined as any substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest, or intended for use as a plant regulator, defoliant or desiccant.

I. Solid Waste - Garbage, refuse, debris, sludge, or other discharged material, including solid, liquid, semisolid, or contained gaseous materials resulting from domestic, industrial, commercial, mining, or agricultural operations.

J. Surface Discharge - The term implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur.

Waters that are surface discharged may terminate in drainage ditches, storm sewers, c reeks, and/or "Waters of the United States" and would require a permit to discharge water from the governing agency.

K. Waste Hazardous Material (WHM) - Any waste material which because of its quantity, concentration, or physical, chemical, or infectious characteristics may pose a substantial hazard to human health or the environment and which has been so designated. Used oil not containing any hazardous waste, as defined above, falls under this definition.

L. Waters of the United States - All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

M. Wetlands - Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.

Wetlands generally include swamps, marshes, and bogs.

1.3 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with Federal, State or local environmental laws or regulations, and permits. After receipt of such notice, the

Contractor will inform the Contracting Officer of the proposed corrective action and take such action when approved by the Contracting Officer. The Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

No time extensions will be granted or equitable adjustments allowed for any such suspensions. This is in addition to any other actions the Contracting Officer may take under the contract, or in accordance with the Federal Acquisition Regulation or Federal Law.

PART 2 PRODUCTS (NOT USED)

3.1 PROTECTION OF NATURAL RESOURCES

A. Preserve the natural resources within the project boundaries and outside the limits of permanent work. Restore to an equivalent or improved condition upon completion of work. Confine construction activities to within the limits of the work indicated or specified.

If the work is near streams, lakes, or other waterways, conform to the national permitting requirements of the Clean Water Act.

B. Do not disturb fish and wildlife. Do not alter water flows or otherwise significantly disturb the native habitat adjacent to the project and critical to the survival of fish and wildlife, except as indicated or specified.

C. Except in areas to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without the Contracting Officer's permission. Do not fasten or attach ropes, cables, or guys to existing nearby trees for anchorages unless authorized by the Contracting Officer. Where such use of attached ropes, cables, or guys is authorized, the Contractor will be responsible for any resultant damage.

D. Protect existing trees which are to remain and which may be injured, bruised, defaced, or otherwise damaged by construction operations.

Remove displaced rocks from uncleared areas. By approved excavation, remove trees with 30 percent or more of their root systems destroyed. Remove trees and other landscape features scarred or damaged by equipment operations, and replace with equivalent, undamaged trees and landscape features. Obtain Contracting Officer's approval before replacement.

E. The Contracting Officer's approval is required before any equipment will be permitted to ford live streams. In areas where frequent crossings are required, install temporary culverts or bridges.

Obtain Contracting Officer's approval prior to installation. Remove temporary culverts or bridges upon completion of work, and repair the area to its original condition unless otherwise required by the Contracting Officer.

3.2 WORK AREA LIMITS

Mark the areas that need not be disturbed under this Contract prior to commencing construction activities. Mark or fence isolated areas within the general work area which are not to be disturbed. Protect monuments and markers before construction operations commence. Where construction operations are to be conducted during darkness, any markers must be visible in the dark. The Contractor's personnel must be knowledgeable of the purpose for marking and/or protecting particular objects.

3.3 LANDSCAPE

Trees, shrubs, vines, grasses, land forms and other landscape features to be preserved as indicated and or defined in the Contract must be clearly identified by marking, fencing, or wrapping with boards, or any other approved techniques. Restore landscape features damaged or destroyed during construction operations outside the limits of the approved work area.

3.4 EROSION AND SEDIMENT CONTROLS

A. If required by the Contract, the Contractor shall responsible for providing erosion and sediment control measures in accordance with Federal, State, and local laws and regulations.

B. The erosion and sediment controls selected and maintained by the

Contractor shall be such that water quality standards are not violated as a result of construction activities.

C. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. Construct or install temporary and permanent erosion and sediment control best management practices (BMPs) as may be indicated in the Contract.

D. Erosion and sediment controls must be provided for onsite borrow and spoil areas to prevent sediment from entering any nearby waters.

E. Temporary excavation and embankments for work areas must be controlled to protect adjacent areas.

F. Remove all temporary measures after the area has been fully stabilized.

3.5 WATER RESOURCES

Monitor all water areas affected by construction activities to prevent pollution of surface and ground waters. Do not apply toxic or hazardous chemicals to soil or vegetation unless otherwise indicated. For construction activities immediately adjacent to impaired surface waters, the Contractor must be capable of quantifying sediment or pollutant loading to that surface water when required by Federal or State issued Clean Water Act permits.

3.6 WETLANDS

Do not enter, disturb, destroy, or allow discharge of contaminants into any wetlands. The protection of wetlands is the Contractor's responsibility. Authorization to enter specific wetlands identified will not relieve the Contractor from any obligation to protect other wetlands within, adjacent to, or in the vicinity of the construction site and associated boundaries.

3.7 AIR RESOURCES

Equipment operation, activities, or processes will be in accordance with all Federal and State air emission and performance laws and standards.

3.8 DUST CONTROL

A. Keep dust down at all times, including during nonworking periods.

Sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations.

B. Dry power brooming will not be permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming.

C. Air blowing will be permitted only for cleaning nonparticulate debris such as steel reinforcing bars.

D. Only wet cutting will be permitted for cutting concrete blocks, concrete, and bituminous concrete. Do not unnecessarily shake bags of cement, concrete mortar, or plaster.

3.9 BURNING

Burning is prohibited and will not be allowed on government property.

3.10 SOLID WASTES

A. Place solid wastes (excluding clearing debris) in containers which are emptied on a regular schedule. Handling, storage, and disposal must be conducted to prevent contamination. Employ segregation measures so that no hazardous or toxic waste will become co-mingled with solid waste.

B. Transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal.

C. Verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate.

3.11 CHEMICALS AND CHEMICAL WASTES

Dispense chemicals ensuring no spillage to the ground or water. Perform and document periodic inspections of dispensing areas to identify leakage and initiate corrective action. This documentation will be periodically reviewed by the Government. Collect chemical waste in corrosion resistant, compatible containers. Collection drums must be monitored and removed to a staging or storage area when contents are within 6 inches of the top. Wastes will be classified, managed, stored, and disposed of in accordance with Federal, State, and local laws and

3.12 WASTE WATER

A. Waste water from construction activities, such as onsite material processing, concrete curing, foundation and concrete clean-up, water used in concrete trucks, forms, etc. will not be allowed to enter water ways or to be discharged prior to being treated to remove pollutants. Dispose of the construction related waste water off- Government property in accordance with all Federal, State, Regional and Local laws and regulations.

B. Water generated from the flushing of lines after disinfection or disinfection, and hydrostatic testing will be land applied in accordance with all Federal, State, and local laws and regulations for land application.

3.13 FUEL AND LUBRICANTS

A. Storage, fueling and lubrication of equipment and motor vehicles must be conducted in a manner that affords the maximum protection against spill and evaporation. Manage and store fuel, lubricants and oil in accordance with all Federal, State, Regional, and local laws and regulations. Used lubricants and used oil to be discarded must be stored in marked corrosion-resistant containers and recycled or disposed in accordance all Federal, State, and local laws and

B. Contractor shall coordinate the disposition of hazardous waste with

Fort Devens Environmental Coordinator and the Contracting Officer.

C. Storage of fuel on the project site is not allowed. Fuel must be brought to the project site each day that work is performed.

3.14 BIOLOGICAL RESOURCES

A. Minimize interference with, disturbance to, and damage to fish, wildlife, and plants including their habitat.

B. The protection of threatened and endangered animal and plant species, including their habitat, is the Contractor's responsibility in accordance with Federal, State, Regional, and local laws and

3.15 PREVIOUSLY USED EQUIPMENT

A. Clean all previously used construction equipment prior to bringing it onto the project site. Ensure that the equipment is free from soil residuals, egg deposits from plant pests, noxious weeds, and plant seeds.

B. Consult with the USDA jurisdictional office for additional cleaning requirements.

3.16 HAZARDOUS WASTE AND HAZARDOUS MATERIALS MINIMIZATION

A. The Contractor shall minimize the use of hazardous materials and the generation of hazardous waste.

B. Where applicable, the Contractor shall substitute non-hazardous materials for hazardous materials, unless specifically required elsewhere in this Contract.

C. In the absence of regulations, users will apply the best available technology or management in the use, handling, and disposal of hazardous wastes and materials.

3.17 HAZARDOUS WASTE AND HAZARDOUS MATERIALS

A. No hazardous material or hazardous waste shall be disposed of on government property. The government is not responsible for disposal of Contractor's waste material brought on the job site and not required in the performance of this Contract.

B. No hazardous material shall be brought onto government property that does not directly relate to requirements for the performance of this Contract.

C. The intent of this provision is to dispose of that waste identified as hazardous material and hazardous waste as defined herein that was generated as part of this Contract and existed within the boundary of the Contract limits and not brought in from offsite by the Contractor.

D. Incidental materials used to support the Contract including, but not limited to aerosol cans, waste paint, cleaning solvents, contaminated brushes, rags, clothing, etc. are the responsibility of the Contractor.

E. The Contractor is not authorized to discharge any materials to sanitary sewer, storm drain, or to the river or conduct waste treatment or disposal on government property without written approval of the Contracting Officer.

F. The Contractor shall submit 5 copies of Material Safety Data

Sheet (MSDS) for all hazardous materials which may be required for use in this Contract.

3.18 CONTRACTOR GENERATED HAZARDOUS WASTES AND HAZARDOUS MATERIALS

A. Take sufficient measures to prevent spillage of hazardous and toxic materials during dispensing. Segregate hazardous waste from other materials and wastes; protect it from the weather by placing it in a safe covered location, and take precautionary measures such as berming or other appropriate measures against accidental spillage.

B. Storage, describing, packaging, labeling, marking, and placarding of hazardous waste and hazardous material in accordance Federal, State, and local laws and regulations is the Contractor's responsibility.

C. Transport Contractor generated hazardous waste off Government property within 60 days in accordance with the Environmental Protection Agency and the Department of Transportation laws and

D. Dispose of hazardous waste in compliance with Federal, State and local laws and regulations. Spills of hazardous or toxic materials must be immediately reported to the Contracting Officer and Fort Devens Environmental Coordinator.

E. Cleanup and cleanup costs due to spills are the Contractor's responsibility.

F. The disposition of Contractor generated hazardous waste and excess hazardous materials are the Contractor's responsibility.

3.19 MAINTENANCE OF POLLUTION FACILITIES

Maintain permanent and temporary pollution control facilities and devices for the duration of the contract or for that length of time construction activities create the particular pollutant.

3.20 CONSTRUCTION CLEANUP

A. The Contractor will clean up all areas used for construction in accordance with Contract Clause: "Cleaning Up."

B. Unless otherwise instructed in writing by the Contracting Officer, obliterate all signs of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other vestiges of construction prior to final acceptance of the work.

C. The disturbed area must be graded, filled and the entire area seeded unless otherwise indicated.

3.21 RELEASES/SPILLS OF OIL AND HAZARDOUS SUBSTANCES

A. Exercise due diligence to prevent, contain, and respond to spills of hazardous material, hazardous substances, hazardous waste, sewage, regulated gas, petroleum, lubrication oil, hydraulic hoses and equipment, and other substances regulated by environmental law at Fort Devens or sites operated by Fort Devens.

B. The Contractor shall maintain at all times spill cleanup equipment and materials at the work site.

C. In the event of a spill, take prompt, effective action to stop, contain, curtail, or otherwise limit the amount, duration, and severity of the spill/release.

D. In the event of any releases of oil and hazardous substances, chemicals, or gases during normal working hours, the Contractor shall immediately (within 15 minutes) notify the Fort Devens DPW Chief Environmental Officer at 978-796-2565, or the Director of Public Works at 978-796-3665, and the Contracting Officer. Releases outside of normal working hours shall be reported directly to the Department of Defense (DoD) Police at 978-796-3333.

E. If the Contractor's response is inadequate, Fort Devens may respond. If this should occur, the Contractor will be required to reimburse the government for spill response assistance and analysis.

F. The Contractor is responsible for verbal and written notifications to the Massachusetts Department of Environmental Protection (MA DEP) and the Environmental Protection Agency as required by Fort Devens and Federal, State, local regulations. The Contractor shall provide copies of the written notification and documentation that a verbal notification was made within 20 days from the date the spill occurred.

G. The Contractor shall contain and clean up these spills without cost to the government. If government assistance is requested or required, the Contractor will reimburse the government for such assistance. The Contractor shall reimburse the government for all costs incurred including sample analysis materials, equipment, and clothing generated during any spill cleanup.

H. In the event that any Federal, State, or local agency contacts the

Contractor directly for any reason relating to compliance requirements arising out of performance of this Contract, the Contractor shall immediately notify and inform the DPW Environmental Coordinator and the Contracting Officer no later than the close of business on the day the contact was made. If such communication is after normal business hours, notification will be made immediately on the next business day. The Contractor shall provide the name, telephone number of the agency, name of the person making contact and the substance of any verbal or written communication from such agency. Any and all coordination with regulatory agencies to discuss environmental law requirements will first be made through the Director of Public Works.

END OF SECTION 01 57 20

Section 07 31 13 – Asphalt Shingle Roof System

SECTION 07 31 13

ASPHALT SHINGLE ROOF SYSTEM

A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

B. Where references (e.g. ASTM, ACI, AISC, etc.) are noted for compliance throughout this Specification, Contractor shall use the most current and up to date copy, including all addenda, at time of actual construction.

C. Contractor shall be responsible for providing their own copies of references.

D. ASTM INTERNATIONAL (ASTM):

1. ASTM D 1970 - Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.

2. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

3. ASTM D 3018 - Class A Asphalt Shingles Surfaced With Mineral Granules.

4. ASTM D 3462 - Asphalt Shingles Made From Glass Felt and Surfaced with Mineral Granules.

5. ASTM D 41 - Asphalt Primer Used in Roofing, Damp-proofing, and Waterproofing.

6. ASTM D 4586 - Asphalt Roof Cement, Asbestos-Free.

7. ASTM D 4869 - Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing.

8. ASTM D4397 - Standard Specification for Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

9. ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials

E. NATIONAL ROOFING CONTRACTORS’ ASSOCIATION (NRCA):

1. NRCA 0408(Fifth Edition) Steep-slope Roofing Manual.

F. UNDERWRITERS LABORATORIES (UL):

1. UL 790 - Test Methods for Fire Tests of Roof Coverings.

2. UL 997 - Wind Resistance of Prepared Roof Covering Materials.

1.2 SUBMITTALS

A. General: Submit each item in this Specification according to the Conditions of the Contract.

B. Product data for each type of product specified, including details of construction relative to materials, dimensions of individual components, profiles, textures, and colors.

C. For each type of asphalt shingle indicated, provide samples for initial selection in the form of manufacturer's sample finishes showing the full range of colors and profiles available, type, weight, class, UL labels, and special type of underlayment.

D. Samples for verification in the form of 2 full-size units of each type of asphalt shingle indicated showing the full range of variations expected in these characteristics.

1.3 QUALITY ASSURANCE

A. Fire-Test-Response Classification: Where products with a fire- test-response classification are specified, provide asphalt shingles identical to those tested according to ASTM E 108 or UL 790 and listed by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify each bundle of asphalt shingles with appropriate markings indicating fire-test-response classification of applicable testing and inspecting agency.

B. Wind-Resistance-Test Characteristics: Where…