Overhead_Doors_SOW.pdf

REPLACE OVERHEAD DOORS

BUILDINGS 603, 617, 3415, 4233

US ARMY GARRISON FORT DEVENS

DEVENS, MASSACHUSETTS

CONSTRUCTION SPECIFICATIONS

24 April 2019 Project No. AR-90661-9J

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 00 – INTRODUCTARY, BIDDING AND CONTRACT REQUIREMENTS

00 00 01 Bid Item List

DOCUMENTS 01 – GENERAL REQUIREMENTS

01 11 01 General Requirements

01 57 20 Environmental Protection (Fort Devens)

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 08 – OPENINGS

08 33 23 Coiling Overhead Doors

08 36 13 Sectional Overhead Doors

BID ITEMS

0001 REPLACE OVERHEAD DOORS BUILDINGS 603, 617, 3415, 4233

The Contractor shall furnish all plant, labor and material, equipment, supervision, incidentals, and services necessary for the replacement of 15 coiling overhead doors at buildings 603, 617 and 4233 and 1 sectional overhead door at building 3415 as identified on the attached maps in Section 01 11 01.

0002 INSPECT, LUBRICATE AND ADJUST OVERHEAD DOOR IN BUILDING 4233

The Contractor shall furnish all plant, labor and material, equipment, supervision, incidentals, and services necessary to inspect, lubricate, and adjust the remaining coiling overhead door on the south end of building 4233.

SECTION 01 11 01

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

A. Where references (e.g. ASTM, ACI, etc.) are noted for compliance throughout any Section, 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.

1.2 RELATED SECTIONS

A. Section 01 57 20 – Environmental Protection (Fort Devens)

B. Section 08 33 23 – Overhead Coiling Doors

1.3 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. Repair or Replace – Shall mean to remove existing, damaged material and install new material in its place

F. 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.

G. 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.

H. 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.

I. 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.

J. 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.

1.4 WORK COVERED BY THE CONTRACT DOCUMENTS

A. Project Location: Building 603, 44 Queenstown Street; Building 617, 78 Queenstown Street; and Building 4233, South Post, Fort Devens MA.

Refer to Attachment 1 in Section 01 11 01.

B. General:

1. Although such work may not be specifically indicated in Contract, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to and or necessary to complete the Work as required by the Contract.

2. Prior to start of construction:

a. Contractor shall meet with contracting and engineering to discuss project schedule

b. Work areas shall be cordoned off.

C. Scope of Work

1. The Contractor shall furnish all plant, labor and material, equipment, supervision, incidentals, and services necessary to:

a. Replace 7 12’x12’ coiling overhead doors in Building 603; 4 are to be motor-driven

b. Replace 7 12’x12’ coiling overhead doors in Building 617; all are to be motor-driven

c. Replace 1 16’x16’ sectional overhead door in Building 3415

d. Replace one motor-driven 16’h x 21’w coiling overhead door in Building 4233

All new doors shall be insulated as specified in Section 08 33 23 and Section 08 36 13. All replaced door units shall be disposed of off-site.

1.5 SUBMITTALS

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.

8. All submittals shall be forwarded to, Directorate of Contracting

Officer, Box 34, 30 Quebec Street, Building 666, Fort Devens, MA 01434-4429. Four copies each shall be submitted for all submittals.

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. Approved/Accepted Submittals

1. The Contracting Officer's approval or acceptance of submittals is not be construed as a complete 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.

D. 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.

E. 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.

F. 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 exclusive of mailing time) 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.

G. 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.

H. 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 pursuant to the Contract Clauses 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). 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. 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

4. Information Only Submittals

a. Normally submittals for information only will not be returned.

Approval of the Contracting Officer is not required on information only submittals. 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.

I. Stamps

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

1.6 PROJECT/SITE CONDITIONS

A. Work Under Other Contracts

1. During the performance period of this Contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of Work. In addition, members of the U.S.

Armed Forces may be performing work or occupying facilities on or adjacent to the area;

2. Contractor shall arrange his plan and shall schedule and perform this Work so as to fully cooperate with all Contractors and

CONTRACTOR

(Firm Name)

_____ Approved

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

SIGNATURE: ________________________________________________________

TITLE: ______________________________________________________________

DATE: _______________________________________________________________

Government agencies. No direct or extra compensation will be allowed on account of the coordination or cooperation required.

B. Coordination Between Contractors

1. It shall be the responsibility of the prime contractor to fully coordinate with other contractors, or with utility or subcontractor’s forces engaged in collateral work;

2. In case of disputes, the decision of the Contracting Officer shall be final and binding upon the parties affected;

3. Delays resulting from a lack of proper coordination shall not be grounds for a time extension, direct or extra compensation, or affect the requirements for a timely completion.

1.7 CONTRACTOR USE OF PREMISES

A. Storage Areas

1. Construction staging, equipment, and material storage shall be located in an area as directed by the Contracting Officer.

B. Work Limits

1. As instructed by the Contracting Officer, the Contractor shall restrict Contractor’s employees to the immediate Work areas on the job-site and in no way go beyond the Work limits as indicated by the Contracting Officer.

C. Contractor’s Receipt of Supplies:

1. The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site;

2. Government personnel are not permitted to receive or sign for items delivered to the site.

D. Utility Interruptions:

1. To the extent practicable, make utility interruptions after normal working hours or on Saturdays, Sundays, and Government holidays;

2. Coordinate all utility cutovers and interruptions with the

Contracting Officer;

3. Permission to interrupt any building utility services shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

E. Identification of Employees

1. The Contractor shall be responsible for furnishing the Contracting Officer with a list of all the names of employees prior to employees work on-site; each employee shall be required to carry on their person some sort of identification;

2. The Contractor shall become acquainted with all Post Regulations in advance. Compliance with the provisions of this paragraph by the Contractor’s subcontractors and their employees will be the responsibility of the Contractor.

1.8 EXISTING WORK

A. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

B. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.9 EXAMINATION OF SITE

A. It is HIGHLY 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. A site visit shall be scheduled through the Army Reserve Contracting Center.

1.10 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

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.

1.11 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. 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. 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).

1.12 PHYSICAL DATA

A. Data and information furnished or referred to 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.

1.13 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.

1.14 MATERIALS AND EQUIPMENT TO BE SALVAGED

A. Items designated by the Contracting Officer to be salvaged shall remain the property of the Government. The salvaged property shall be segregated, itemized, delivered, and off-loaded at the a Government designated storage area located within 5 miles of the construction site.

B. Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer.

C. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

1.15 PRECONSTRUCTION CONFERENCE

A. After award of the Contract, but prior to commencement of any work at the site, a meeting with the Contracting Officer shall be held to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

1.16 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.

ATTACHMENT(S):

1. Site Location Map

END OF SECTION 01 11 01

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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)

PART 3 EXECUTION

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

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 regulations.

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 berm placement 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 regulations.

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 Environmental Lead and On-Scene Coordinator, EMILY BABBITT DE NICASIO at 978-615-6096, 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 08 33 23

1.1 REFERENCES

OVERHEAD COILING DOORS

08/15

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.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE FUN IP (2017) Fundamentals Handbook, I-P Edition

ASME INTERNATIONAL (ASME)

ASME B29.400 (2001; (R 2008) (R 2013) (R 2018))

Combination, "H" Type Mill Chains, and Sprockets

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2016) Standard Specification for Zinc

Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A27/A27M (2017) Standard Specification for Steel

Castings, Carbon, for General Application

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon

Structural Steel

ASTM A48/A48M (2003; R 2012) Standard Specification for Gray Iron Castings

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A653/A653M (2017) Standard Specification for Steel

Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A666 (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

ASTM A780/A780M (2009; R 2015) Standard Practice for

Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A924/A924M (2018) Standard Specification for General

Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B209M (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM D2000 (2012; R 2017) Standard Classification

System for Rubber Products in Automotive Applications

ASTM E330/E330M (2014) Structural Performance of Exterior

Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E84 (2018a) Standard Test Method for Surface

Burning Characteristics of Building Materials

ASTM F568M (2007) Standard Specification for Carbon and Alloy Steel Externally Threaded Metric Fasteners

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 2 (2000; R 2005; Errata 2008) Industrial

Control and Systems Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 6 (1993; R 2016) Industrial Control and

Systems: Enclosures

NEMA MG 1 (2016; SUPP 2016) Motors and Generators

NEMA ST 1 (1988; R 1994; R 1997) Specialty Transformers (Except General Purpose Type)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives

UNDERWRITERS LABORATORIES (UL)

UL 674 (2011; Reprint Nov 2018) UL Standard for Safety Electric Motors and Generators for Use in Hazardous (Classified)…