Atch_1_Combined_Specs.pdf

Roofs Replacement Building 916

PROJECT #: TRGA 1053943

10 July, 2018

GLOBAL STRIKE COMMAND

90 CES/CENM

F.E. WARREN AIR FORCE BASE, WYOMING

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 01 00 ENVIRONMENTAL PROTECTION

01 40 00 QUALITY REQUIREMENTS

01 70 00 EXECUTION REQUIREMENTS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF DECK AND INSULATION

07 30 00 SYNTHETIC SLATE ROOFING

07 62 00 SHEET METAL FLASHING

07 63 10 GUTTERS AND DOWNSPOUTS

Section 01 01 00 Page 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

1.1 SCOPE

1.2 STATEMENT OF WORK

1.3 ROOFING SYSTEM REPAIR AND REPLACEMENT PROCESS

1.4 ROOF SYSTEM REPAIR SCOPE

1.5 CONTRACTOR RESPONSIBILITIES

1.6 WORK BY GOVERNMENT

1.7 OCCUPANCY

1.8 EXISTING CONDITIONS AND HAZARDS

1.9 WORKING HOURS

1.10 PERFORMANCE PERIOD / WINTERTIME EXCLUSION PERIOD

1.11 DRAWINGS

1.12 DEFINITIONS

1.13 SUBMITTALS

1.14 NEW AND RECYCLED MATERIALS

1.15 HAZARDOUS AND PROHIBITED CONSTRUCTION MATERIALS

1.16 INDUSTRY STANDARDS

1.17 BUILDING CODES, LAWS, AND REGULATIONS

1.18 SAFETY STANDARDS

1.19 WORK SITE ACCESS

1.20 STORAGE, STAGING AND PARKING

1.21 TEMPORARY UTILITIES

1.22 TEMPORARY SANITARY FACILITIES

1.23 FIELD OFFICE AND TELEPHONE

1.24 PROJECT SUPERVISION

1.25 COORDINATION AND PROJECT MEETINGS

1.26 CONSTRUCTION METHODS AND MEANS

1.27 QUALITY CONTROL AND INSPECTION

1.28 PRE-FINAL AND FINAL INSPECTIONS

1.29 BARRICADES, FENCING, WARNING SIGNS AND RELATED DEVICES

1.30 CUTTING, PATCHING, AND REPAIRING

1.31 PROTECTION AND RESTORATION OF PROPERTY

1.32 SPECIAL ALTERATION AND RENOVATION REQUIREMENTS

1.33 SPECIAL REQUIREMENTS FOR SITE UTILITIES:

1.34 ROAD CLOSINGS

1.35 WELDING, CUTTING AND BRAZING PERMITS:

1.36 SPILL PREVENTION AND RESPONSE:

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1.37 DISPOSAL AND CLEANUP:

1.38 MAINTENANCE AND WARRANTY (M & W) MANUALS:

1.39 WRITTEN GUARANTEES

1.40 SECURITY

1.41 POCs

1.42 OPSEC

Section 01 01 00 Page 3

1.1 SCOPE

(1) Provide all labor, means, operations, materials, equipment, accessories and incidentals necessary for performing all operations required for the replacement of existing asphalt roofing system on Building 916 to synthetic slate at F.E. Warren AFB, Wyoming, in strict accordance with these specifications, applicable drawings, other attachments and the terms and conditions of the contract.

(2) Provide any special permits and licenses that may be required.

(3) Contact the 90th Civil Engineering Squadron (90 CES) for any technical and engineering issues.

1.2 STATEMENT OF WORK

(1) Contractor shall complete related or incidental work which is manifestly necessary or customary to finish the project and provide a complete installation.

(2) All costing shall be a firm, fixed price based on unit costs and quantities outlined for each line item.

(3) Listed items and manufacturers are not intended to limit the selection of equal line items and materials from other manufacturers. They are indicated to establish the basis of design and specific characteristics of particular items including energy star label and recycled content.

(4) The Contractor is responsible for asbestos testing and abatement of all suspicious material. Additional funding will be granted for abatements. Any abatement requires a ten day notification to the State DEQ and

FE Warren 90 CEIE prior to commencement. (For more information see 01 01 00 Environmental Protection.)

1.3 ROOFING SYSTEM REPAIR AND REPLACEMENT PROCESS

The process for roof system replacement is as follows:

(1) Demo and dispose of existing roof system. The Contractor shall not tear off more than one-half of one side of a facility at a time. This section must be completely inspected and built back up to the final underlayment layer before another section can be torn off. The deck may not be exposed for greater than one calendar day. The underlayment may not be exposed for longer than three calendar days. The Contractor shall not allow these layers to be exposed longer than the times outlined in this contract, no exceptions.

(2) Remove all debris from existing roof system and any areas where the materials are damaged including but not limited to membranes, penetrations, curbs, metal flashings, gutters, and downspouts.

(3) The Contractor shall coordinate with the government to identify any roof penetrations that are no longer active, remove said partitions, and repair the roof substrate/structural decking as necessary.

(4) Clean substrate/structural decking of dust, debris, moisture, and other substances detrimental to roofing.

(5) Inspect the deck, repair/replace rotting, broken, or otherwise damaged sections. Patch holes greater than

¼” and remove penetrations which are no longer used. Assume 30% of the roof deck requires repair/replacement for bidding purposes. This percentage includes only the sloped roof deck under the existing asphalt shingles as the flat porch roof will be replaced in it’s entirety. Conduct a deck inspection with the 90 CES construction inspector prior to covering with new materials.

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(6) Replace according to roofing system manufacturer’s written instructions.

(7) Prevent materials from entering and clogging gutters and downspouts and from spilling or migrating onto surfaces of other construction. The Contractor must perform a final walk each day of the perimeter sidewalks and roads to ensure nails or debris are disposed of.

(8) Replace gutters, downspouts, scuppers, collector boxes, and all other associated water channeling system devices to match existing. Do not replace any cast iron historic downspout boots or other key historic features. Submit materials for approval. Confirm proper drainage and gutter sealing with a wet test.

(9) The Contractor shall ensure that inclement weather is not imminent before exposing roof sheathing. The

Contractor shall not leave any area of the roof system uncovered or unprotected overnight, over a weekend, or over a holiday. Complete terminations, base flashings, and temporary seals to protect water from entering completed sections of the roofing system at the end of the workday or when rain is forecasted.

(10) The Contractor shall employ enough work crews, supervision, and other planning/management measures to ensure the project is completed within the period of performance.

(11) Remove and discard temporary seals before beginning work on adjoining roofing.

(12) Replace roofing system in accordance with the manufacturer’s recommendations.

(a) Replace roofing system in accordance with the National Roofing Contractor Association (NRCA) recommendations and industry standards.

(b) Replace gutters and downspouts in accordance with the Sheet Metal Air Conditioning Contractors’

National Association (SMACNA) recommendations and industry standards.

(c) Conduct water testing for gutter and downspouts to ensure positive drainage. A 90 CES construction inspector must be present to observe the water tests.

(13) Remove and replace damaged or broken roofing system materials.

(14) Remove excess debris from project site.

(15) Staging and storing materials adjacent to buildings will be on a case-by-case basis. Materials will be permitted to be stored in proximity to the buildings only with prior written coordination with 90 CES.

(16) For buildings with exposed wiring, conduit, cable, and antennas, and other obstacles on the roof, provide 90

Communications Squadron with a seven day notice. They will either remove the obstacles, or provide guidance as to how to work around it.

(17) If exterior wood features associated with the roof edge are broken, missing in sections, rotten, unpaintable, severely warped, severely cracked along the grain, or otherwise irreparable, it must be replaced and painted to match existing. This includes trim, soffit, fascia, and other woodwork in disrepair.

(18) Provide ground covering when driving lifts adjacent to buildings. Any divots, permanent indentations, broken sprinkler heads, and other landscaping damage must be repaired.

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(19) Replace any damaged or missing splash blocks.

(20) Replace broken, missing, or otherwise degraded roof drain covers on all buildings.

(21) Where applicable, replace existing curb caps, cant strips, and perimeter wood blocking. For shingle roofs, extend vent pipe where required.

(22) Do not replace existing exhaust fans.

(23) Snow guards are to be placed over pedestrian walkways, entrances, and other areas in accordance with manufacturer’s recommendations. Submit for 90 CES approval.

(24) For mid-high slope roofs, install one 3ft roll of ice and water shield around the roof edges and valleys for applicable roofs.

(25) Install one (1) tie off point (5000 lb pull test strength) centrally located at peak of roof of chapel area (East peak of roof).

(26) For all roofs requiring new synthetic slate shingles, provide smart vents to provide attic ventilation. Submit for 90 CES approval.

(27) Test all buildings for hazardous materials prior to tearoff. Provide testing, laboratory analysis, and asbestos-containing material (ACM) reports for suspicious material. Testing locations are up to the discretion of the industrial hygienist. Each building must have a minimum of six (6) asbestos samples. Larger buildings may require additional sampling upon the recommendation of the third party testing, at no additional cost to the government.

(28) When replacing roof systems, the terms “replace” or “install” include all material and labor associated with demolishing the existing roof system, and providing a complete and usable roof system. This includes single ply membranes, PVC roofings, metal panels, flashing, reglets, valleys, gutters, downspouts, scuppers, curbs

(if required), copings, underlayment, ridge caps, hips, insulation, vapor barriers, and other applicable roof system features.

(29) Existing awning is a flat gravel built up roof incorrectly installed and is failing due to being incorrectly sloped.

(a) Remove existing failed awning and post at south door of addition back to facia.

(b) Repair concrete step as required. Inspect all remaining wood for rot.

(c) Install new ledger above door to provide proper truss attachments.

(d) Install 4x10 glue lam pocket beams above windows to connect onto a new post at corner of new awning.

(e) Provide crickets as necessary over pocket beams where they tie into headers above windows.

(f) Install new 2x6 trusses. Note: all wood used to build awning to be painted before installation.

(g) Install new light fixture in awning.

(h) Install roof decking and provide 80 mil PVC membrane roof (color to match synthetic slate tile) over new awning.

(i) Install new facia and soffits as needed to provide a finished look to the awning.

(j) Install gutter system around awning and downspouts to match existing layout. Color to be white.

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1.4 ROOF SYSTEM REPAIR SCOPE

(1) Demo existing ashphalt shingles and built-up membrane roof system.

(2) Rebuild awning as noted in Section 1.3 part (30)

(3) Replace all guters, scuppers, collector boxes, and downspouts.

(4) Install smart vents to provide proper roof ventilation. Vent length shall be sized according to roof area and local code requirements.

(5) Install new synthetic slate shingle roof sytem.

(6) Synthetic slate shingle room system must be certificed to withstand sustained wind speed up to 120 miles per hour.

(7) Install corresponding roof snow guards over all doors and sidewalks. Color to match roofing material. Submit for approval.

(8) Install one (1) tie off point (5000 lb pull test strength) centrally located at peak of roof of chapel area (East peak of roof).

1.5 CONTRACTOR RESPONSIBILITIES

(1) The Contractor will dispose of all materials from all demolition. The Government reserves the right to retain all salvageable materials removed under this contract.

(2) All normal and expected roof debris not identified on the material disposal list and/or identified by the

Government as salvageable shall be removed from the job site each day. On completion of the project, the contractor shall remove all rubbish and accumulated materials and scrap from the premises leaving the job site in a clean, acceptable condition. Any adjacent areas which are damaged by the contractor due to demolition or removal shall be repaired or replaced to a minimum of existing conditions and to the satisfaction of the contracting officer or authorized contracting officer representative. All scrap and debris shall be disposed of off base.

(3) Existing roof jacks, existing fasteners, guy wires and anchors, all antennas, sheet metal vents, stub metal stocks, roof flashing and other metal items, where they occur, shall be removed as required to permit the installation of the new roofing material in accordance to the manufacturer’s recommendations. The contractor shall replace only those items that are necessary or required for the building use as directed by the contracting officer or authorized contracting officer representative. Areas on roofs where items have been removed and are not replaced, and all holes or cracks in existing sheathing larger than 1/4 inch shall have opening sheathed with flashing in accordance with Section 07 62 00, before new roof installation is started. All roof jacks and metal drip caps shall be replaced with new.

(4) The Contractor may be required to remove certain other roof appurtenances by direction of the contracting officer.

(5) The Contractor shall ensure all work in F.E. Warren’s Historic District shall have no adverse effect on buildings in accordance with the Facilities Excellence Plan or in accordance with Wyoming State Historic

Preservation Office (WYSHPO) Guidelines. If new roofing system will have adverse effect on the building, the

Contractor shall stop all work in the affected area and notify Contracting Officer immediately.

(6) The Contractor will function as an integral team member in support of the mission, to include the sharing of information with other contractors, and cooperation with communities, regulators, and other government

Section 01 01 00 Page 7 entities.

(7) Requirements of this contract include efficient management. Accurate, on-time submittals of contract deliverables and timely identification of problems and their solutions must be made. The Government will rely on the Contractor’s expertise in recognizing and addressing problematic issues and on successful execution of this project. The Contractor shall perform all work in accordance with federal, state, and local statues and regulations.

(8) The dynamic conditions of the base and mission essential activities may preempt policies and regulations without notice. The Contractor maybe required to alter or to adjust operations at any time. This may involve restricting or limiting activities, ceasing operations, and/or exiting the base until further notice.

(9) Power outages and limited utility interruptions may occur in accordance with an approved schedule previously arranged by the contractor and FE W AFB. The Contractor is responsible for notifying and coordinating all outages with the customer at least five (5) working days in advance of the intended outage.

1.6 WORK BY GOVERNMENT

(1) The Government shall also accomplish or provide the following:

(a) Notice to Proceed

(b) Pre-construction meeting

(c) An on-base staging area will be made available. Direction and instruction will be through the

Contracting Officer.

(d) Contract Specifications, statement of work, and existing state drawings

(e) Signed and dated returned submittals

(f) Site and area access security

(2) Preparation work on each roof shall be inspected and approved by the Contracting Officer or authorized

Contracting Officer representative before any roofing materials are applied.

1.7 OCCUPANCY

(1) The contractor shall be responsible for coordinating all phases of his/her operations with the appropriate base personnel through the contracting officer. Advance notice of not less than five (5) working days will be given to the contracting officer or authorized contracting officer representative prior to any operations. The contractor shall cooperate fully with base personnel in these operations.

(2) The Government intends to occupy all buildings during construction.

(3) Cooperate with the Government to minimize conflict, and to facilitate Government operations. Schedule the Work to accommodate Government occupancy.

1.8 EXISTING CONDITIONS AND HAZARDS

(1) Field verify all existing conditions, existing construction, dimensions, quantities, other pertinent requirements and suitability for the intended use prior to starting work activities, ordering materials or fabricating components. Determine special requirements or precautions required for items to be renovated or removed.

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(2) Prepare written inventory of facility prior to starting work including condition, defects, and equipment present (for purposes of establishing liability for any damages or losses later).

(3) Do not obstruct or close roadways, sidewalks or exit ways without authorization.

1.9 WORKING HOURS

Normal working hours for the Contractor will be 7:30 a.m. to 4:30 p.m. excluding Saturdays, Sundays, and Federal holidays. Notify the Contracting Officer in writing three days in advance if work is desired during other time periods. If Inspectors will be available, a modified work period may be authorized. If Inspectors are required to work other than their normal duty/days solely for the benefit of the Contractor, the actual cost of inspections at overtime rates will the charged to the Contractor and an adjustment made to the contract price.

1.10 PERFORMANCE PERIOD / WINTERTIME EXCLUSION PERIOD

(1) The base bid period of performance (PoP) is set at 180 calendar days.

(2) In the case of the winter season, the contractor will notify the Government their intent to stop roofing operations due to weather. 90 CES will validate that the weather no longer allows work to be performed within the specifications. The project will be placed into suspension and the remaining number of PoP days will be documented. When the suspension is lifted, a new completion date will be established based on the remaining PoP days.

1.11 DRAWINGS

(1) The drawings are based on record drawings, surveys, on-site observations and field measurements made by the government and others.

(2) Check and compare all drawings immediately upon their receipt and notify the contracting officer of any discrepancies.

(3) Verify all dimensions and quantities shown and adequacy of available spaces prior to construction or ordering materials.

(4) Follow dimensions marked on drawings in lieu of scaled measurements.

(5) All as-built drawings must be altered and submitted in AutoCAD version 2014. Hard copies must also be submitted. See table in Article 1.15 Submittals.

1.12 DEFINITIONS

Use of certain phrases or words on the drawings or specifications have the following definitions:

(a) The term "replace" means remove and dispose of existing material or item and furnish and install a similar new material or item that matches both the original material and remaining adjacent materials or items.

(b) The term "reinstall" means remove existing material or item and reinstall same material or item properly aligned, plumb and secure to match existing adjacent materials or items.

(c) The terms "provide" or "furnish" mean furnish and install unless otherwise indicated.

(d) The term “Contracting Officer” shall mean the Contracting Officer.

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(e) The term “Owner” shall mean the Government.

1.13 SUBMITTALS

(1) Provide submittals called for by the Technical Specifications to the Contracting Office, 90 CONS/LGCA, 7505

Barnes Loop, Bldg. 208, F. E. Warren AFB, Wyoming. 82005-2860. Transmit each Technical Submittal to the

Contracting Office using AF Form 3000. Submittals received from sources other than the Contractor will be returned without action.

(a) PRODUCT DATA, AND OTHER SUBMITTALS: Four (4) paper copies, minimum. Wet signatures are required (scanned PDF copies are acceptable). The Government will retain two (2) copies and return the remainder to the Contractor, marked with action taken and corrections or modifications required.

(b) SAMPLES: One (1) set, minimum. The Government will retain this set.

(2) Review of Technical Submittals by the Government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the Contractor from responsibility for errors and omissions. The Contractor is responsible for field measurements, dimensions, design of adequate connections, details, fabrication processes, and the means, methods, techniques, and procedures for satisfactory installation.

(3) Confirm that the Product Data is in compliance with requirements of the Contract Documents before submitting.

(4) No submittals for colors or finishes will be approved until all samples have been received. All samples will become the property of the Government.

(5) Allow sufficient time for submittal review - four (4) weeks for colors and finishes and two (2) weeks minimum, for other submittals. Advise Contracting Officer when processing time is critical to the progress of the work. The Government reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

(6) Do NOT proceed with purchase, fabrication or installation until an approved submittal has been received.

(7) After submittals have been approved, no resubmittals for the substitution of products will be considered without an acceptable explanation from the Contractor.

(8) Submit a PROGRESS SCHEDULE on AF Form 3064 provided by the Government. The progress schedule shall be submitted no later than five (5) calendar days after the Notice to Proceed (NTP) is issued.

(9) Submit a PROGRESS REPORT on AF Form 3065 provided by the Government. The progress schedule shall be submitted on the first working day of each month.

(10) An AF Form 66 shall be provided for submittal tracking purposes.

(11) No materials shall be purchased until the appropriate submittal is approved and NTP has been issued.

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(12) Submit a warranty certificate for tracking purposes to the contracting officer on an AF Form 3000, a Material

Submittal form, for each building. Warranty paperwork is required for the final payment of each line item, and shall be provided no later than the closeout date of the contract performance period.

(13) See the following table for general construction submittals. The following list is not exhaustive. For a complete list of submittals, see the Form 66.

DOCUMENT TITLE 90 CONS 90 CES TIMELINE

Meeting Minutes 1 1 2 days after each meeting

Construction Quality Plan 1 1 In association with the Work Plan(s)

Health and Safety Plan 1 1 In association with the Work Plan(s)

Inspection and Conceptual Work Plan Submittal

1 1 10 calendar days after issuance of NTP

Construction Implementation Work Plan Submittal

1 2 3 days after Base and CO response for Conceptual Work Plan Submittal

Progress Schedule, AF Form 3064 1 1 As defined in Section 1.13 H

Progress Reports, AF Form 3065 1 1 As defined in Section 1.13 I

Monthly Status Report 1 1 Monthly

Materials Approved, AF Form 3000 1 1 14 days prior to requirement

Production or Delivery Problem Report 1 1 Same day of event or occurrence

O&M Manuals, AF Form 3000 0 2 30 days after final inspection

Pre-Final Inspection Report 1 1 5 days before final inspection

Final Inspection Report 1 1 5 days after final inspection

As-Built Drawings 1 2 7 days after final inspection

Transfer & acceptance of Military Real Property, DD 1354

1 1 7 days after final inspection

1.14 NEW AND RECYCLED MATERIALS

(See Section 01 01 00 Environmental Protection for more information.)

1.15 HAZARDOUS AND PROHIBITED CONSTRUCTION MATERIALS

(See Section 01 01 00 Environmental Protection for more information.)

1.16 INDUSTRY STANDARDS

(1) General Applicability of Standards: Applicable standards of the construction industry have the same force and effect (and are made a part of the contract documents when referenced) as if copied directly into contract documents, or as if published copies were bound herewith.

(2) Standards apply only to the technical aspects of manufacture, design and construction. No provision of any referenced standard, manual, or code shall change or increase the duties and responsibilities of the

Government or the Contractor.

(3) Reference standards (referenced directly in contract documents or by governing regulations) have precedence over non-referenced standards that are recognized in industry for applicability to work.

(4) Non-referenced standards recognized in the construction industry are hereby defined, except as otherwise limited in contract documents, to have direct applicability to the work and will be so enforced for performance of the work.

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(5) Publication Dates: Comply with standard in effect as of date of contract documents.

(a) Copies of Standards: Provide where needed for proper performance of the work; obtain directly from publication sources.

(b) On items effected by the July 25, 1991 Executive Order 12770 covering the use of metric (SI) system the contractor will acknowledge the format, however the American standard format will govern during construction until the point that the suppliers are utilizing the metric (SI) system.

1.17 BUILDING CODES, LAWS, AND REGULATIONS

(1) Comply with the latest editions of the INTERNATIONAL BUILDING CODE.

(2) Comply with all other FEDERAL, STATE, and LOCAL LAWS and REGULATIONS that apply to this project.

1.18 SAFETY STANDARDS

(1) Comply with requirement of the CHIEF OF SAFETY for the protection of Air Force Personnel and Property.

(2) Comply with the rules, regulations, standards and requirements of the DEPT. OF DEFENSE (DOD), WYOMING

DEPT. OF ENVIRONMENTAL QUALITY (DEQ), EPA AND OSHA regarding disturbing, removing and disposing of

HAZARDOUS MATERIALS (ASBESTOS, LEAD-BASED PAINTS, PIGEON DROPPINGS and OTHER HAZARDOUS

MATERIALS.)

(3) Comply with CORPS OF ENGINEERS SAFETY & HEALTH REQUIREMENTS MANUAL EM 385-l-l (Oct 1992), OSHA STANDARDS, and other applicable rules, regulations, standards and requirements regarding WORKER

SAFETY.

(4) Comply with WYOMING OCCUPATIONAL HEALTH AND SAFETY RULES AND REGULATIONS FOR

CONSTRUCTION.

(5) Comply with the EPA, DEQ, and Federal, State, and Local Requirements.

(6) Take special care not to over burden roof decks during demolition and construction. If any concerns arise over roof structural integrity, notify the CO immediately.

1.19 WORK SITE ACCESS

(1) Coordinate access to the Base and Project Facility for personnel and equipment with the Contracting Officer.

(2) Badges, vehicle passes, and deliveries all must be coordinated with the contracting officer.

1.20 STORAGE, STAGING AND PARKING

(1) Space is available at the project site, for the Contractor's parking, where parking is available.

(2) No sodded or landscaped areas or exit ways shall be used for storage, staging, or parking, except as coordinated with the Government Inspector.

(3) Storage and staging area will be coordinated with Government Inspector

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1.21 TEMPORARY UTILITIES

Utilities will be provided at job site for work required. Any special requirements will be provided by Contractor.

1.22 TEMPORARY SANITARY FACILITIES

Contractor shall provide all required portable self-contained sanitary toilets at a location determined by the Construction Inspector.

1.23 FIELD OFFICE AND TELEPHONE

(1) No Field Office is required.

(2) Provide temporary job phone (cellular unit) and secondary means of communication.

1.24 PROJECT SUPERVISION

(1) Provide a competent superintendent on site at all times for the project. Superintendent shall coordinate and be responsible for the proper and timely layout, scheduling, installation, completion of the work, and must be able to bind the company to the contract.

(2) Lay out and install work in a timely manner and in a sequence to avoid delay or interference with other work. Anticipate and resolve conflicts before work begins. Submit questions to the Contracting Officer or authorized contracting officer representative for resolution before proceeding with the work in question.

(3) All questions will be submitted through the Prime Contractor to the contracting office.

1.25 COORDINATION AND PROJECT MEETINGS

(1) All coordination and meetings will be set up by and through the contracting officer. Any changes to the contract must be through the contacting officer. No other government agent has the authority to produce changes/modifications to the contract.

(2) Conduct coordination/ progress meetings at the project site at regular intervals but not less than once per month. Attendees shall include the Government’s Representatives, Subcontractors and others concerned with project progress, coordination or performance, as applicable. These representatives shall be familiar with the Project and authorized to conclude matters relating to coordination & progress.

(3) Conduct a pre-construction meeting at Contracting before any construction activity is undertaken. The

Installer and representatives of Manufacturers, Fabricators, other Subcontractors involved in or affected by the installation and Government Representatives shall attend the meeting.

(4) At the pre-construction meeting, review the progress of other construction activities, preparations for the particular activity under consideration and other relevant considerations. Consider the following:

(a) Options

(b) Purchases

(c) Deliveries

(d) Shop Drawings, Product Data and quality control Samples

(e) Possible conflicts

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(f) Compatibility problems

(g) Time schedules

(h) Weather limitations

(i) Manufacturer's recommendations

(j) Compatibility of materials

(k) Acceptability of substrates

(l) Temporary facilities

(m) Space and access limitations

(n) Governing regulations

(o) Safety

(p) Recording requirements

(q) Protection

(r) Initial installation

1.26 CONSTRUCTION METHODS AND MEANS

The Contractor is solely responsible for construction means, methods, techniques, procedures, fabrication processes, sequences, scheduling, coordination, safety precautions, safety programs and other necessary precautions during construction. The Government will NOT assume responsibility for any of these.

1.27 QUALITY CONTROL AND INSPECTION

(1) The Contractor shall perform quality control to be inspected by the Contracting Officer or the Contracting

Officer’s Representative. An inspector will be on site daily.

(2) Warranty Technical Representative: The Contractor will engage a qualified warranty technical representative acceptable to 90 CES for full-time inspections on-site to perform roof tests and to prepare test reports.

(3) Final roof inspection: Arrange for roofing system Warranty Technical Representative to inspect roofing repair/restoration upon completion and submit report to 90 CES.

(4) Notify 90 CES forty-eight (48) hours in advance of date and time of inspection.

(5) The Contractor shall repair or remove and replace components of the roofing system where test results or inspections indicate that they do not comply with specified requirements.

(6) Additional testing and inspecting, at the contractor’s expense, will be performed to determine compliance of replaced or additional work with specified requirements.

1.28 PRE-FINAL AND FINAL INSPECTIONS

The Contractor shall provide the contracting officer or authorized contracting officer representative with an advance notice of not less than five (5) working days when scheduling each and every pre-final inspection.

Pre-final inspections shall be scheduled such that the contracting officer, or authorized contracting officer representative, is present at the work site during the installation of the ridge cap, when applicable. At the pre-final inspection, the Work will be inspected by Government representatives, and the Contractor will be given notice of what items, if any, need to be corrected prior to the final inspection. The Contractor will then provide the contracting officer or authorized contracting officer representative with a written advance notice of not less than three (3) working days when scheduling the final inspection. Acceptance of the Work will occur at the final. The contractor shall provide equipment to support Government inspections.

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1.29 BARRICADES, FENCING, WARNING SIGNS AND RELATED DEVICES

Erect barricades, safety barriers, barrels, fencing, signs, warning lights, flagging, flagpersons and devices as appropriate to control traffic and to warn and protect the workmen, users, occupants and the public. All signs shall be professional quality. Comply with latest edition of MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES.

1.30 CUTTING, PATCHING, AND REPAIRING

Patch, repair, replace or restore all finished or unfinished surfaces cut, disturbed or damaged by demolition and construction. Fill, seal or close all holes, voids and openings remaining after demolition activities. Finish to match adjacent surfaces in color, texture and appearance. When adjacent surfaces and finishes cannot be matched, refinish entire surface to nearest intersection.

1.31 PROTECTION AND RESTORATION OF PROPERTY

(1) Contractor shall protect the existing facility, all materials and equipment to be incorporated therein, completed work, site improvements, trees, landscaping, utilities, public ways and other facilities.

(2) Contractor shall promptly remedy all damage or loss resulting from activities or operations under this contract. Restore equivalent to original conditions.

(3) Contractor shall restore disturbed areas to a condition equivalent to or better than that which existed previously.

1.32 SPECIAL ALTERATION AND RENOVATION REQUIREMENTS

(1) Make smooth, even and neat transitions between new and existing work.

(2) Reinstall materials, equipment or items that are disturbed or removed temporarily. Comply with workmanship and other applicable provisions of technical specification sections for comparable new work.

Use new screws and other fastening devices.

1.33 SPECIAL REQUIREMENTS FOR SITE UTILITIES:

(Not applicable to this project.)

1.34 ROAD CLOSINGS

Roads may be closed one lane at a time with vehicular traffic allowed to pass through the construction area.

If an entire street is to be closed notify the Government in writing at least two (2) weeks prior to the closing.

Comply with separate Article "Barricades, Fencing, Warning Signs and Related Devices.”

1.35 WELDING, CUTTING AND BRAZING PERMITS:

If standing seams or other metal components require welding, a burn permit is required.

1.36 SPILL PREVENTION AND RESPONSE:

(1) Develop a plan for spill prevention and for spill detection, reporting, containment, cleanup and disposal. A manifest indicating proper disposal is required. All workers shall be familiar with this plan.

Section 01 01 00 Page 15

(2) Submit copy of this plan to the Contracting Officer for approval.

(3) Contractor is to contain, immediately clean up, and properly dispose of all spills.

1.37 DISPOSAL AND CLEANUP:

(1) Remove all debris, waste and surplus materials from the immediate work areas each day and from the premises at suitable intervals. Transport permits may be required. Disposal shall be at an off-base location at an established landfill or other site approved for the type of material being removed. Burning or burial at the project site are not acceptable disposal methods.

(2) When the materials are hazardous, dangerous or unsanitary, handle separately from other waste and place in appropriate containers. Provide evidence that all required permits and arrangements for transportation and disposal have been obtained. Provide evidence that the disposal landfill is EPA-approved. Provide copy of letter from landfill operator agreeing to accept the waste and documentation regarding proper disposal including waste manifests and landfill receipts.

(3) On completion of the project, leave interior and exterior surfaces including site and streets in a clean, sanitary, odor-free, acceptable condition, ready for operation and occupancy.

(4) Remove temporary labels, foreign matter, dirt, dust, fingerprints, marks, stains, streaks, splatters, water spots, films, cleaning residue, paint drippings or overspray, cobwebs, mold and mildew from exposed surfaces and accessible spaces.

(5) Use cleaning materials and procedures as recommended by the manufacturer of the surface being cleaned.

1.38 MAINTENANCE AND WARRANTY (M & W) MANUALS:

(1) Upon completion, submit to the Contracting Officer maintenance and warranty manuals. Assemble data into 3-ring binders. All pages shall be neatly typed and arranged with labeled dividers. Organize the data into an orderly sequence based on the Table of Contents of the Specifications. Exterior edge of binder to be identified with project name and number at least 1/4 inch high. Submit one copy for advance approval and make changes requested. Provide three (3) sets.

(2) Include the following:

(a) Title page including name of project, date, and preparer.

(b) Table of contents.

(c) Directory listing company name, contact person, address, and telephone number of General

Contractor, all Subcontractors, & Supplier.

(d) Manufacturer's product data sheets and detailed diagrams when required by the Technical

Specifications.

(e) Copies of all guarantees and warranties exceeding one year.

1.39 WRITTEN GUARANTEES

(1) Provide material warranties and two (2) year workmanship warranties as specified for the buildings included in this SOW. All material warranties to be No Dollar Limit (NDL) warranties for the specified number of years per material.

Section 01 01 00 Page 16

(2) The warranty transfers the risk of maintaining a “dry environment” to the Warrantor at a firm, fixed price.

The Government will not be required to spend additional funds for the roof system repairs or maintenance during the term of this warranty.

(3) The warranty shall include all labor and material coverage against leakage on all roofing system components.

(4) The warranty shall include roof system capable of sustaining wind speeds up to 120 mph.

(5) All warranties shall also include a Leak Response: the contractor shall perform all repairs required to bring the warranted roof system back to a watertight condition described below, at no additional cost to FEW

AFB.

(a) For each leak in the roof system covered in the terms of this contract, FEW AFB, upon the discovery of the leak, shall call a number provided by the contractor within forty-eight (48) hours to report the leak, the leak’s location, FEW AFB’s site contact representative, leak severity, and any other information useful to the contractor in responding to the leak.

(b) Leak Service will begin upon completion of each facility’s final inspection.

(c) The contractor shall respond to each call no later than two calendar days after notification to make necessary repairs in order to bring the roof system back to watertight conditions.

(d) A follow-up contact regarding the roof system leak area shall be appointed to verify the repair quality.

(e) The contractor will provide Leak Activity Reports to FEW AFB monthly. These reports shall include the following:

(i) Number of customer calls into the system

(ii) Detailed information of each leak call

(iii) Response time for each call

(iv) Action(s) taken in response to each call

(v) Overview of follow up recommendations

(6) Warrantor: it is the intention of this specification to have a single company responsible for the performance of the complete roof system analysis, design, material, and labor under a warranty contract.

(7) Within fifteen days after final acceptance of the work, obtain and furnish written guarantees for all materials installed under this contract. Furnish with each guarantee the name, address and telephone number of the grantors representative nearest to the location where the material is installed, who, upon request, after completion of the contract, will honor the guarantee during the written guarantee period and will provide the service prescribed by the terms of the guarantee. The materials installed under this contract shall be guaranteed against defective materials, installation and workmanship for a period of not less than the manufacturer's written guarantee for each type of material.

(8) Upon receipt of notice from the Government of failure of the guaranteed material, within the guarantee period of the material and labor, new replacement parts and any necessary installation labor shall be furnished and accomplished by the grantor at no expense to the Government. If the material fails within the guarantee period of the material but beyond the guarantee period of the labor, the grantor shall furnish new replacement materials to the Government at no expense to the Government. Copies of each guarantee shall be included with final as-built drawings for future reference of maintenance personnel, complete with the effective dates of such guaranteed.

(9) Follow these warranty instructions in conjunction with FAR 52.916-21, Warranty of Construction.

1.40 SECURITY

Section 01 01 00 Page 17

The Contractor shall:

(1) Protect all Government property.

(2) Comply with Air Force base physical security regulations and procedures, as specified herein and briefed at the pre-construction conference.

1.41 POCs

Engineer:

Ms. Alice Hall

90 CES/CENM

300 Vesle Drive, Building 320

FE Warren AFB, WY 82005

COMM: 307-773-4768

Email: alice.hall.3@us.af.mil

Project Manager/Construction Inspector:

Mr. Kevin Zimmerman

Construction Management

300 Vesle Drive, Building 320

FE Warren AFB, WY 82005

COMM: 307-773-2269

Email: Kevin.Zimmerman.1@us.af.mil

Contracting Officer:

Mr. Arthur Makekau

90th Contracting Squadron

7505 Barnes Loop, Building 208

FE Warren AFB, WY 82005

COMM: 307-773-3689

Email: Arthur Makekau@us.af.mil

1.42 OPSEC

(1) The Contractor must adhere to Operations Security (OPSEC) requirements.

(2) The following critical information items are related to this project:

(a) For Official Use Only (FOUO) Information

(b) Facility Vulnerabilities

(3) Because the above items were identified as OPSEC critical information, the contractor is provided the following attachments: (Note: It is the prime contractor’s responsibility to provide these documents to all sub-contractors having access to information in 1.45.)

(a) 90 CES Operating Instruction (OI)

(b) 90 CES Critical Information List (Incorporated within the Unit OI)

Section 01 01 00 Page 18

(c) 90 MW Critical Information List

(4) The prime contractor and anyone having access (including sub-contractors) to the information in Section

1.44 must be briefing/ trained by the 90 CES OPSEC Program Manager. This briefing is expected to last no more than fifteen (15) minutes and will cover the contractor’s requirements in safeguarding all critical information within the contract.

(5) If there are any questions or concerns about OPSEC Procedures or to schedule training, please contact the

90 CES Unit OPSEC Program Manager or Alternate Manager, located in building 320.

-END OF SECTION-

Section 01 01 00 Page 19

SECTION 01010 ENVIRONMENTAL PROTECTION

The information herein is provided for contract informational purposes and to supplement the Environmental Schedule of Materials Submittals, Form 66. This information should not be relied upon for legal or compliance purposes. Contractors should consult their legal counsel for applicability, interpretation, and compliance with local, state, and Federal rules and regulations.

1. REFERENCES

The publications listed below form a part of this specification to the extent referenced and are available upon request by the contractor. All references listed in this specification are intended to be the current version or edition, unless specifically identified otherwise. The contractor shall comply with all local, state, and Federal laws and regulations including, but not limited to: Occupational Safety & Health Act (OSHA), Environmental Protection Agency (EPA), Wyoming Department of Environmental Quality (WYDEQ), Nebraska Department of Environmental Quality (NDEQ), Colorado Department of Public Health and Environment (CDPHE), Nebraska State Fire Marshal, Colorado Division of Oil and Public Safety and U. S. Air Force requirements.

AFI 32-1067 Water Systems AFI 32-7001 Environmental Management AFI 32-7041 Water Quality Compliance AFI 32-7042 Waste Management AFI 32-7044 Storage Tank Environmental Compliance AFI 32-7064 Integrated Natural Resources Management AFI 32-7065 Cultural Resources Management Program AFI 32-7086 Hazardous Materials Management 24 CFR 35 Lead-Based Paint Poisoning Prevention in Certain Residential Structures 29 CFR Occupational Safety and Health Administration

40 CFR Environmental Protection Agency 48 CFR Federal Acquisition Regulations 49 CFR Department of Transportation

DoDI 4715.4 Pollution Prevention DoDI 4715.17 Environmental Management System EO 13423 Strengthening Federal Environmental, Energy and Transportation Mgmt EO 13514 Federal Leadership in Environmental, Energy and Economic Performance 90 MW Plan 32-2 F. E. Warren AFB Hazardous Waste Plan (90 MW Plan 32-2) EM 385-1-1 (1996) U.S. Army Corps of Engineers Safety and Health Requirements Manual USACE U.S. Army Corps of Engineers Wetlands Delineation Manual WYDEQ Regulations Wyoming Department of Environmental Quality Regulations NDEQ Regulations Nebraska Department of Environmental Quality Regulations

CDPHE 5 CCR Colorado Department of Public Health & Environment Regulation

Section 01 01 00 Page 20

1.1. Terms

90 CES/CEIE - 90th Civil Engineer Squadron Environmental Flight

Acutely Hazardous Waste – Defined by 40 CFR 261, Subpart B as any waste that contains such dangerous chemicals that it could pose a threat to human health and the environment even when properly managed. The EPA includes in this category waste shown to be fatal to humans in low doses, those shown in animal studies to have specific toxicities, and explosives.

AFI – Air Force Instruction

BMPs – Best Management Practices

CFR – Code of Federal Regulations

Chemical Wastes – Includes salts, acids, alkalis, herbicides, pesticides, and organic chemicals.

Construction and Demolition Debris – the waste building materials, packaging, and rubble resulting from construction, remodeling, repair, and demolition operations on pavements, houses, commercial buildings and other structures.

Contracting Officer Federal Acquisition Regulation (FAR 2.101) – “Contracting officer” means a person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the contracting officer acting within the limits of their authority as delegated by the contracting officer. “Administrative contracting officer (ACO)’’ refers to a contracting officer who is administering contracts. “Termination contracting officer (TCO)” refers to a contracting officer who is settling terminated contracts. A single contracting officer may be responsible for duties in any or all of these areas.

Reference in this regulation (48 CFR Chapter 1) to administrative contracting officer or termination contracting officer does not; require that a duty be performed at a particular office or activity or; restrict in any way a contracting officer in the performance of any duty properly assigned.

Cultural Resource – Any building, structure, object, site or district that is listed in or eligible for listing in the National Register of Historic Places. This includes properties that are contributing elements to the Fort D. A.

Russell National Historic Landmark District.

Debris – Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

FEW – F. E. Warren Air Force Base in its entirety including the base proper and all Missile Alert Facilities (MAFs) and Launch Facilities (LFs) in the states of Wyoming, Colorado and Nebraska.

Garbage – Per WYDEQ SW Mgmt Rules Chapter 15 Solid Waste Management Rules & Regulations Section 2.

Definitions. (g) “Garbage” means any putrescible solid or semi-solid animal and/or vegetable waste material resulting from the handling, preparation, cooking, serving and consumption of food.

Hazardous Chemical – Per 29 CFR 1910.1200(c); any chemical which is a physical hazard or a health hazard.

Hazardous Material (HAZMAT) – Includes all items (including medical supply items, but excluding drugs in their finished form and pharmaceuticals in individually-issued items) covered under Emergency Planning & Community Right-To-Know Act (or other host nation, Federal, State, or local) tracking requirement, the OSHA HAZCOM Standard, all Class I and Class II Ozone Depleting Substances and all materials containing Green House Gases.

Health Hazard – Per 29 CFR 1910.1200(c); a chemical for which there is statistically significant evidence based on

Section 01 01 00 Page 21 at least on study conducted in accordance with established scientific principles that acute or chronic health effects may occur in exposed employees. The term “health hazard” includes chemicals which are carcinogens, toxic or highly toxic agents, reproductive toxins, irritants, corrosives, sensitizers, hepatotoxins, nephrotoxins, neurotoxins, agents which act on the hematopoietic system, and agents which damage the lungs, skin, eyes, or mucus membranes.

Historic Property – Any prehistoric or historic district, site, building, structure or object included in or eligible for inclusion in the National Register, including artifacts, records and material remains related to such a property or resource.

Natural Resources – Includes all resources naturally occurring on FEW including flora, fauna, wetlands, lakes, streams, geographic and geologic formations and other physical phenomena that lacks clear cut boundaries, such as air, energy, magnetism, etc.

Oil – Any kind of oil in any form including, but not limited to: fats, oils, or greases of animal, fish, or marine mammal origin; vegetable oils, including oils from seeds, nuts,…