A3-REVISED - B321 FULL SPECIFICATIONS.pdf

TYPE B-3 SUBMITTAL

SPECIFICATIONS

UPGRADE FIRE PUMPS B321

PN JKSE 182404

120TH AIRLIFT WING

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

10 JUNE 2019

Prepared by

MKK CONSULTING ENGINEERS, INC.

920 Front Street Suite 104

Helena, MT 59601

406.545.6421

THIS PAGE LEFT BLANK INTENTIONALLY

120th AIRLIFT WING PROJECT JKSE 182404

MONTANA AIR NATIONAL GUARD UPGRADE FIRE PUMPS, B321

GREAT FALLS, MONTANA TYPE B-3 SUBMITTAL

UPGRADE FIRE PUMPS B321

MONTANA AIR NATIONAL GUARD, MONTANA

PN JKSE 182404

SMA PROJECT NO. 1823

TABLE OF CONTENTS

Enumeration of Drawings, Specifications and Addenda: The following are the Specifications and Drawings, and Addenda which form a part of this Contract:

See following Specifications for Bidding Requirements, Proposal, Special Conditions, etc.

SPECIFICATIONS

DIVISION 1

SECTION 01 00 00 – GENERAL REQUIREMENTS

SECTION 01 00 01 – SCHEDULE OF MATERIAL SUBMITTALS

SECTION 01 00 10 – SECURITY

SECTION 01 11 00 – MEASUREMENT AND PAYMENT

SECTION 01 36 00 – ENVIRONMENTAL PROTECTION

SECTION 01 15 00 – TEMPORARY FACILITIES AND CONTROLS

SECTION 01 78 00 – PROJECT CLOSEOUT DOCUMENTS

SECTION 01 79 00 – DEMONSTRATION AND TRAINING

DIVISION 2

SECTION 02 41 19 – SELECTIVE DEMOLITON

DIVISION 3

SECTION 03 31 00 – CAST IN PLACE CONCRETE (SITE)

DIVISION 4 – NOT USED

DIVISION 5

SECTION 05 51 19 – PREFABRICATED METAL GRATING STAIRS

DIVISION 6

SECTION 06 10 00 – ROUGH CARPENTRY

DIVISION 7

SECTION 07 54 23 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

SECTION 07 62 00 – SHEET METAL FLASHING AND TRIM

SECTION 07 71 00 – ROOF SPECIALTIES

SECTION 07 75 23 - SNOW GUARDS

SECTION 07 84 13 – PENETRATION FIRESTOPPING

SECTION 07 92 00 – JOINT SEALANTS

DIVISION 8

SECTION 08 71 00 –DOOR HARDWARE

DIVISION 9

SECTION 09 91 13 – EXTERIOR PAINTING

SECTION 09 91 23 – INTERIOR PAINTING

SECTION 09 96 00 - HIGH PERFORMANCE FLOOR COATINGS

DIVISION 10 – NOT USED

DIVISION 11 – NOT USED

DIVISION 12 – NOT USED

DIVISION 13 – NOT USED

DIVISION 14 – NOT USED

DIVISION 15 – NOT USED

DIVISION 16 – NOT USED

DIVISION 17 – NOT USED

DIVISION 18 – NOT USED

DIVISION 19 – NOT USED

DIVISION 20 – NOT USED

DIVISION 21

SECTION 21 13 13 – WET PIPE SPRINKLER SYSTEMS

SECTION 21 13 30 – FIRE PUMPS

DIVISION 22

SECTION 22 02 00 - BASIC PLUMBING REQUIREMENTS

SECTION 22 05 13 - COMMON MOTOR REQUIREMENTS FOR PLUMBING

EQUIPMENT

SECTION 22 05 53 - IDENTIFICATION FOR PLUMBING PIPING AND

EQUIPMENT

SECTION 22 30 00 - PLUMBING EQUIPMENT

DIVISION 23

SECTION 23 02 00 - BASIC HVAC REQUIREMENTS

SECTION 23 03 00 - ELECTRICAL EQUIPMENT AND WIRING

COORDINATION FOR HVAC SYSTEMS

SECTION 23 05 13 - COMMON MOTOR REQUIREMENTS FOR HVAC

EQUIPMENT

SECTION 23 05 48 - VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING

AND EQUIPMENT

SECTION 23 05 53 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 23 05 93 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 29 09 13 - INSRUMENTATION AND CONTROL DEVICES FOR HVAC

SECTION 23 09 23 - DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

SECTION 23 11 23 - FACILITY NATURAL-GAS PIPING

SECTION 23 31 00 - HVAC DUCTS AND CASINGS

SECTION 23 33 00 - AIR DUCT ACCESSORIES

SECTION 23 55 33 - FUEL-FIRED UNIT HEATERS

SECTION 23 72 23 - PACKAGED AIR-TO-AIR ENERGY RECOVERY UNITS

DIVISION 24 – NOT USED

DIVISION 25 – NOT USED

DIVISION 26

SECTION 26 02 00 - BASIC ELECTRICAL REQUIREMENTS

SECTION 26 05 05 - SELECTIVE DEMOLITION FOR ELECTRICAL

SECTION 26 05 19 - LOW VOLTAGE ELECTRICAL POWER CONNECTORS

AND CABLES

SECTION 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

SECTION 26 05 29 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 05 33.13 - CONDUIT

SECTION 26 05 33.16 - BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 05 83 - WIRING CONNECTIONS

SECTION 26 27 26 - WIRING DEVICES

SECTION 26 28 13 - FUSES

SECTION 26 28 16.16 - ENCLOSED SWITCHES

SECTION 26 36 00 – TRANSFER SWITCHES

SECTION 26 51 00 - INTERIOR LIGHTING

SECTION 26 56 00 - EXTERIOR LIGHTING

DIVISION 27 – NOT USED

DIVISION 28

SECTION 28 31 64 – FIRE DETECTION AND ALARM SYSTEMS

DIVISION 29 – NOT USED

DIVISION 30 – NOT USED

DIVISION 31– NOT USED

DIVISION 32 – NOT USED

DIVISON 33 – NOT USED

END OF TABLE OF CONTENTS

GENERAL REQUIREMENTS 01 00 00 - 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1. FUNCTION AND AUTHORITY OF U.S. GOVERNMENT PERSONNEL

A. Contracting Officer. Contracting Officers are agents of the Government and are the only officials authorized to enter into any contract or agreement that binds the Government.

Only the Contracting Officer may authorize the performance of additional work or make changes not specified in the contract

B. Technical Representatives. The Contracting Officer will assign a representative (Contracting Officer's Representative, COR) to act as the technical representative for the project. The duties of the COR are addressed at the time of contract award.

1.2. SUMMARY OF WORK:

A. Project titled: “JKSE 182404 – REPAIR FIRE PUMPS, BUILDING 321” - This project in-cludes full replacement of the fire pumps system serving the adjacent hangar buildings, as well as a new single-ply membrane roof system, and associated mechanical and electrical repairs and upgrades.

B. The Work consists of furnishing all supervision, plant, labor, equipment, appliances, materials and incidentals performing all Work in strict accordance with the Specifications and Drawings.

1.3. SCOPE

A. Project provides for furnishing all plant, labor, materials, equipment and supervision to perform Project No: JKSE 182404 at the Montana Air National Guard, Great Falls, MT herein and shown on the construction drawings.

B. The Contractor will be held responsible for all requirements described in the contract docu-ments. Failure to familiarize itself with their requirements will not relieve the contractor of its responsibility to comply.

C. The organization of the specifications into divisions, sections, and articles and the arrangement of the drawings, shall not control the Contractor in dividing the work among subcontractors or in establishing the extent of the work to be performed by any trade

1.4. ENTRY TO THE MONTANA AIR NATIONAL GUARD

A. See Security Specification Section 01 00 10 for details.

1.5. WORK SCHEDULING

A. Work hours for the Contractor will normally be between the hours of 7:00 AM through 5:00 PM, excluding Saturdays, Sundays, and Federal Holidays. If the Contractor desires to work dur-ing periods other than above, notification must be provided to the Contracting Officer three (3) working days in advance of its intention to work during other periods to allow assignment of ad-ditional inspection personnel. When the Contracting Officer determines that Government inspec-tion personnel are reasonably available, the Contractor may be authorized to perform in excess

GENERAL REQUIREMENTS 01 00 00 - 2

of their normal duty hours/days. However, if Government inspection personnel are required to perform in excess of their normal duty hours/days due to scheduling by the Contractor, the actu-al cost of the inspection, at overtime rates, will be charged to the Contractor and will be deduct-ed from the Contract amount.

Federal holidays are as follows:

New Years Day Martin Luther King's Birthday Presidents' Day Memorial Day Independence Day

Labor Day Columbus Day Veteran's Day Thanksgiving Day Christmas Day

MONTANA AIR NATIONAL GUARD UPGRADE FIRE PUMPS B321

GREAT FALLS, MONTANA TYPE B-2 SUBMITTAL

GENERAL REQUIREMENTS 01 00 00 - 3

1.6. DIVISION OF WORK

A. All reasonable quantities of utilities will be made available from existing utilities to the Con-tractor without charge. Any temporary connection or lines that may be required will be in-stalled, maintained, and removed by the Contractor at his own expense and in such a manner satisfactory to the Contracting Officer. Removal of such connections or lines will be accom-plished prior to final acceptance of the construction. The Contractor shall provide any neces-sary portable power.

B. The various divisions of the Specifications shall not be considered as negotiations of the mate-rial and labor involved. The arrangement and order of these divisions have been made for con-venience It is not the intent, nor shall it be so construed, that a particular trade or subcontractor must perform the work in any one division.

C. Any item mentioned, under any division heading, must be supplied even though it is not speci-fied under the heading for the respective work, but is shown on the Drawings. No claims for ex-tras arising out of real or alleged error in such arrangement or order of the various divisions will be given consideration

1.7. LIST OF SUBCONTRACTORS

A. The Contractor shall identify all subcontractors on the Standard Form (SF) 1413, "Statement of Acknowledgment", who will be employed to work in the contract. Federal labor standards apply to all subcontractors as well as the prime contractor.

1.8. CORRELATION OF DRAWINGS, SPECIFICATIONS AND CONTRACTS

A. The Specifications, Contract and the accompanying Drawings are intended to describe and provide for complete and usable facilities. They are intended to be cooperative, and what is called for by one shall be as binding as if called for by all. The Contractor will understand that the work herein described shall be complete in every detail, notwithstanding every item neces-sarily involved is not particularly mentioned. The Contractor shall be held to provide all labor and material necessary for the entire completion of the work intended to be described, and shall not avail itself of any manifestly unintentional error or omission, should any exist.

B. Should any error or inconsistency appear in the Drawings or Specifications, the Contractor, be-fore proceeding with the work, shall make mention of same to the Contracting Officer for proper adjustment, and in no case shall it proceed with the work in uncertainty.

C. Any proposed changes to these specifications by the Contractor must be submitted in writing to the Contracting Officer for approval prior to implementation.

1.9. REPORT OF ERROR AND DISCREPANCIES

GENERAL REQUIREMENTS 01 00 00 - 4

A. The Contractor shall be responsible for any and all discrepancies in work due to failure to ob-tain dimensions and investigate conditions at the site before fabrication and installation.

B. The Contractor shall bear all cost in replacing all materials and labor due to not observing the above paragraph and such replaced materials shall meet the approval of the Contracting Of-ficer.

C. The Contractor shall promptly notify the Contracting Officer in writing of any discrepancies.

1.10. INSURANCE

A. The Contractor shall procure and maintain insurance as required in the Contract. The Contractor shall require and ensure compliance for insurance by subcontractors.

1.11. SAFETY:

A. The Contractor shall comply with all existing Occupational Safety and Health Act (OSHA) standards of safety at all times in the performance of this contract. Hazards to the safe use of the premises due to the Contractor’s work and/or equipment shall be suitably marked at all times. Pedestrian and vehicle traffic ways shall be kept clear and unobstructed.

PART 2 - PRODUCTS

Not Applicable

PART 3 - EXECUTION

3.1. CONTRACTOR STORAGE AREA AND WORK SITE:

A. Prior to notice to proceed, Contractor will be provided a storage area on the base within three miles of the project site or as designated on the site plan. All contractor equipment and materi-als shall be stored in this area except for materials that will be used on the job within a 48 hour period.

B. Contractor is responsible for the security of assigned storage area. Storage areas shall be en-closed by 6’ chain link fence with access gates. Spare keys to any locked gates shall be provid-ed to the base fire department dispatch office. Storage areas and job sites shall be clean, order-ly, and free of debris, demolished/excess materials, etc.

C. Job sites will be cleaned daily and refuse and debris removed from the site. Fences will be maintained. Grass and weeds shall be cut weekly at the storage area and work site. All land-scaping, trees and shrubs will be protected, irrigated and maintained. If irrigation system to an existing area is interrupted due to construction activities, the Contractor shall provide a means of temporary irrigation until the permanent system is operational.

D. If at any time during the life of the contract, the Contracting Officer determines that base stand-ards are not being met, he/she may direct the Contractor to perform such actions as necessary to

GENERAL REQUIREMENTS 01 00 00 - 5

bring the area and/or facilities up to base standards at no additional cost to the Government. If the contractor fails to bring the area and/or facilities up to standards, the Contracting Officer may direct the Contractor to remove themselves and/or the facility/storage unit or materials from the base at no cost to the Government.

3.2. TEMPORARY FIELD OFFICES AND SHEDS

A. As soon as practical after award of Contract, and until final acceptance of the work, the Con-tractor shall provide, maintain and later remove, a suitable temporary office(s) for its own use.

All field offices shall be maintained in good repair, and shall also be maintained in a clean and sanitary condition.

B. The Contractor may construct temporary sheds as it may require for the use of its workmen and as required for tool cribs and storage of all work under this Contract. Temporary sheds shall be confined to the space assigned by the Contracting Officer. Sheds shall be of approved construc-tion.

C. The Contractor is responsible to provide heat, electrical connections, phone, data, and bottled water with a dispenser for both hot and cold water for onsite job trailer. The Contractor is re-sponsible for the base rate service and no long distance charges. This requirement is until final acceptance of the work.

3.3. TEMPORARY TOILET FACILITIES

A. The Contractor shall provide, at its expense, all temporary toilet facilities. All temporary toilet facilities shall meet the requirements of health authorities having jurisdiction and shall be pumped at regular intervals, kept clean, and in a sanitary condition at all times.

3.4. UTILITIES

A. The Contractor shall have meters installed to monitor consumption of water and electricity on the construction site. Any expense incurred to gain access to these utilities (temporary tap-ins, etc.) shall be the responsibility of the Contractor and all utilities shall be returned to their origi-nal configurations at the end of the contract. No alterations to existing utilities shall be accom-plished without the written permission of the Contracting Officer.

B. All utility shutdowns require the prior approval of the COR. Request for utility shutdown shall be made in writing at least three (3) days prior to the expected date of implementation. Every ef-fort shall be made to make all shutdowns as brief as possible, and as limited in extent as possi-ble.

3.5. TELEPHONE

A. If the Contractor desires to provide telephone services at its field office for its own use and for the use of subcontractors, it shall make all arrangements with the telephone company and shall pay all charges for installation, services and removal.

3.6. COMPRESSED AIR

A. The Contractor shall provide all compressed air used for work under this contract including temporary lines and connections. Remove all temporary lines, etc., at the completion of the project.

GENERAL REQUIREMENTS 01 00 00 - 6

3.7. CONTINUED USE OF FACILITIES:

A. Building, structures, facilities, and utilities will continue to be in use by the Government during this contract. The Contractor shall notify the Contracting Officer’s Representative (Construc-tion Inspector and/or Contract Specialist) when a no-work condition will occur for more than one day by the Contractor or sub-contractors (except weekends and federal holidays).

3.8. MAINTENANCE OF OPERATIONS:

A. It is required and essential that the primary use of the facilities continue uninterrupted through-out the contract period. Work, once commenced, shall be carried to completion with a mini-mum of interruption to Government operations.

3.9. UTILITY OUTAGES:

A. All utilities programmed to be interrupted during construction shall be scheduled at least 14 working days in advance of the outage and at a time convenient for the government. The “Utili-ty Outage Notice” will be completed by the Contractor and submitted to Construction Manage-ment for approval. No interruptions shall be made until the outage notice is approved and re-turned to the Contractor. Notification forms that are to be filled out by the contractor, will be provided at the pre-construction conference. Utilities will include all overhead and underground utilities and road closures or partial closures.

3.10. SUBMITTALS:

A. Shop Drawings and Product data. The Contractor shall furnish submittals in the form of manu-facturer’s brochures, pamphlets, or written specifications on all items to be installed unless spe-cifically directed otherwise by these specifications or by the Contracting Officer.

B. Approval of Materials. Prior to the purchase of material, the Contractor shall electronically submit in a .pdf format to the Contracting Officer, for material approval/disapproval, brochures and technical literature covering, in detail, the materials it proposes to supply. This shall in-clude the specific catalog and model specification number designations. Submittals shall demonstrate that the item conforms to all the requirements by calling out the exact mod-el/item by either highlighting, boxing or arrowing the specific item (s). No unapproved or disapproved materials shall be used. Submittals shall be made for the items listed on the Schedule of Materials Submittals. The submittals shall be accomplished on, and in accordance with the instructions in the Air Force (AF) Form 3000, “Material Approval Submittal”. Unless there are objections or changes to the required submittal dates, the Contractor accepts the Schedule of Material Submittals. The number of submittals for each item and procedure for submission will be determined at the pre-construction conference. Following review coordina-tion, one (1) set each of the submittal shall be maintained by the Contractor, the COR, and the Contracting Officer. The COR will accept and review up to three separate submittals of shop drawings for each item indicated on the Contractor’s accepted schedule of submittals.

C. The use of Brand Name is to set a standard of quality and is not intended to restrict the Contrac-tor from offering an item from other sources of supply, as approved by the Contracting Officer.

Pre-approval of products is "NOT" authorized

D. See the Submittal Schedule for items to be submitted on.

3.11. MEANING OF APPROVED, DIRECTED ETC.

GENERAL REQUIREMENTS 01 00 00 - 7

A. "Approved", "Directed", "Required", "Applicable", or words of like or similar effect, when used in the specifications shall be interpreted to mean "Approved By", "Directed By", etc., the Con-tracting Officer unless otherwise specifically stipulated.

3.12. STANDARDS OF MANUFACTURE

A. For the purpose of establishing the standard of construction and the requirements to be met in the work of all divisions, the Drawings and these Specifications are based on the use of products hereinafter specified, adapted to the installation as required to meet the condition.

B. Where brand names are shown, these names are intended to describe a quality of product, and in no way are intended to limit products of equal quality. Therefore, products of other manufactur-ers may be employed for this work provided they are equivalent materials and construction, and equality adaptable to the conditions as approved by the Contracting Officer. All recognized reg-ulatory/code standards shall be the latest published edition.

3.13. COMPLIANCE WITH CODES AND REGULATIONS

A. All work shall be done in accordance with the applicable codes and/or ordinances in force at the time of construction. It is the Contractor's responsibility to insure that where Environmental Protection Agency (EPA), Department of Environmental Quality (DEQ) or other such regula-tions control the removal, handling, installation or disposal of materials, they shall be strictly adhered to whether or not specifically referenced in the construction documents.

B. To ensure compliance with OSHA and EPA, the Contractor shall data sheets available on site for materials used in the performance of the project.

3.14. START OF WORK NOTIFICATION:

A. The Contractor shall notify the Construction Management (CM) Office and the Contracting Of-ficer 5 working days in advance of the start of all work. This shall include, but is not limited to, notifying CM when the initial work shall begin; notifying CM when work shall resume after a work stoppage of more than five work days; notifying CM when work shall begin following the end of all specified exclusion periods. The Contractor shall be aware that the Notice to Proceed is not sufficient notification to the CM when initial work will begin.

3.15. COORDINATION MEETINGS

A. Project coordination meetings may be conducted at regularly scheduled times convenient for all parties involved. Project coordination meetings are in addition to specific meetings held for oth-er purposes, such as regular progress meetings and special pre-installation meetings.

B. Representation at each meeting shall be as required by the Contracting Officer for the construc-tion activities involved.

3.16. PROGRESS MEETINGS

A. Progress meetings at the Project site shall be as directed by the Contracting Officer.

B. Attendees. In addition to the Contracting Officer, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the Project and author-ized to include matters relating to progress.

GENERAL REQUIREMENTS 01 00 00 - 8

C. Agenda. Review and correct or approve minutes of the previous meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the cur-rent status of the Project. The Agenda will be provided by the Architect and mailed to each at-tendee prior to the meeting

D. Schedule Updating. Revise the Contract Progress Schedule (AF Form 3064) when directed by the Contracting Officer, where revisions to the schedule have been made or recognized.

3.17. PERFORMANCE OF THE WORK

A. Scheduling. All work under the Contract shall be arranged and carried out in such a manner as to complete the work efficiently. A Contract Progress Schedule (AF Form 3064) shall be sub-mitted at the pre-construction conference for the work under this contract. This chart shall show how the work is to progress from start to completion of the Contract as required by Contract Clause 52.236-15, Schedules for Construction Contracts. A Contract Progress Report (AF Form 3065) showing (in percentages) how the work has been completed for each element of work listed in the Progress Schedule, shall be submitted to the Contracting Officer monthly.

B. Contractor use of the premises. Contractor shall conduct all work in such a manner as to mini-mize the inconvenience and disruption of the National Guard's daily schedule. Confine opera-tions at the site to the area permitted under the contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction

C. Keep existing driveways and entrances serving the premises clear and available to National Guard personnel at all times. Do not use these areas for parking or storage of materials. Lock automotive type vehicles, such as passenger cars and trucks and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use.

D. Advise the COR whenever work is expected to be hazardous to National Guard personnel and/or operations.

3.18. INSPECTION:

A. There will be one primary inspector assigned to inspect for compliance. An alternate inspector will also be assigned and will perform all inspection duties in the absence of the primary inspec-tor. The inspector will be the spokesman for compliance with the specifications and drawings.

Controversies between the inspector and the Contractor will be resolved by the Contracting Of-ficer. If, for some reason, a change in the primary or alternate inspector is required, the Con-tractor will be notified. The Contractor shall coordinate Contractor activities with Construction Management.

3.19. INSPECTIONS AND TESTS

A. ALL testing costs associated with this project are the sole responsibility of the Contractor.

B. Inspections and tests are for the sole benefit of the Government and shall not relieve the Con-tractor of the responsibility of providing quality control measures to ensure that the work strictly complies with the Contract requirements. No inspection or test by the Government shall be con-strued as constituting or implying acceptance. All items to be concealed shall be Government inspected prior to concealment

GENERAL REQUIREMENTS 01 00 00 - 9

3.20. CONTRACTOR VEHICLES AND EQUIPMENT

A. The Contractor shall provide all vehicles and equipment necessary to accomplish the contract work. Power equipment shall be equipped with safety and noise limiting devices. The equip-ment shall be in a safe and efficient operating condition. The Contractor shall not park vehicles in the project area during non-working hours. A designated parking area for vehicles and equipment will be provided. All equipment will be clearly marked with the Company name.

3.21. HAUL ROUTES

A. The Contractor shall establish, prior to commencement of work and as approved by the Con-tracting Officer, entrance and exit routes at the construction site. When materials are transport-ed in execution of the work, vehicles shall not be loaded beyond the loading limit established by Federal, State or Local law or regulation. The Contractor shall provide protection against dam-age when it is necessary to cross curbing or sidewalks. The Contractor should be aware of exist-ing bridge limitations and obtain approvals from the appropriate jurisdictions for haul routes.

B. Truckload Limits: The following load limits shall apply to all contractor-operated equipment on this project:

April 1 to June 1 350#/inch width of tire

All other Times 400#/inch width of tire

C. Maintenance of Traffic. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of vehicles on all areas with respect to its own operations and the operations of all its subcontractors. It is further understood and agreed that the contractor shall provide for the uninterrupted operation of visual and electronic signals (including power sup-plies thereto) used in the guidance of vehicles while operating to, from, and upon the site.

D. With respect to its own operations and the operation of all its subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying personnel, equip-ment, vehicles, storage areas, and any work or condition that may be hazardous to the operation of military vehicles, fire-rescue equipment, or maintenance vehicles at the construction area

E. The Contractor shall furnish, erect, and maintain weighted barricades, warning signs, and other traffic control devices as required to maintain traffic and insure the safety of military vehicles and the Contractor's equipment. The Contractor shall make its own estimate of all labor, materi-als, equipment, and incidentals necessary for maintaining efficient vehicular traffic patterns.

3.22. BLOCKING OF STREETS

A. At least three (3) working day prior to the blocking of any street, the Contractor shall advise the COR of its intentions, identifying the location and the estimated time of closure.

3.23. DAMAGES AND REPAIRS

A. Any damages by the Contractor’s operations shall be repaired, or replaced, at the Contractor's expense, as directed by the Contracting Officer. Any Government property damaged as a result of the work, materials, or operations of the Contractor shall be restored at no additional expense to the Government.

GENERAL REQUIREMENTS 01 00 00 - 10

B. All existing sidewalks, curbs, and pavement disturbed, broken, or removed or otherwise dam-aged by the Contractor during performance of the work under this contract shall be replaced by the contractor at its own expense. Replaced sidewalks, curbs, and pavements shall be smooth, shall blend into the existing work, and shall not present depressions or humps.

3.24. HAZARDOUS MATERIALS

A. The Contractor shall establish a Hazardous Material (HM) storage and distribution system when HM is to be used. All HM required to support the contract shall be reported to the Hazardous Material Pharmacy (HMP) using the Contractor HM Identification Form. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Pre-Construction meet-ing. Additional HM needed by the Contractor shall be identified to the Contracting Officer's Representative (COR) for approval by the HMP. Reference Attachment 18A.

B. The Contractor planning to use HM for the work shall register with the base HMP prior to start of work in order to support the installation's compliance with Executive Order 12856, Federal Compliance with Right-to-Know Laws and Pollution Prevention Requirements.

C. The Contractor shall maintain Contractor HM Identification Form for HM on the job site for in-spection/verification.

D. The COR will verify that the HM identified to HMP in use on the job site.

E. The Contractor shall be responsible for the following items: Provide a list of each material and quantity of material for all proposed Hazardous Material (HM). HM shall be construed to mean any item that is:

(1) A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

(2) Regulated in its disposal by EPA under 40 CFR.

(3) Hazardous as defined by DOT regulations under 49 CFR.

(4) Hazardous as defined by the Dangerous Goods Regulation of the International Air Transport Association.

(5) Provide a material safety data sheet (MSDS) for each item on the HM list.

F. The Contractor shall establish a construction specific HM storage and issue location that fully complies with Federal, State and Local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the ANG installation prior to close out of the contract or expiration date of the HM. Reports of materials delivered, used and removed from the installation shall be submitted to the COR monthly and prior to contract close-out.

G. The Contractor shall comply with all Federal, State and Local environmental standards.

H. The Contractor shall accompany the Bio-environmental Engineering Representative (BEE) and the (COR) on project close-out inspection to ensure all used/unused HM is removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item. Reference Attachment 18B

GENERAL REQUIREMENTS 01 00 00 - 11

3.25. CONCEALED WORK:

A. All items of work to be concealed shall be Government inspected by the COR prior to conceal-ment.

3.26. CRANE OPERATIONS

A. The Contractor will immediately notify the FAA COR and the Airport Operations if a crane is to be brought onto the site for the work under this project. A 7460 Notice of Construction on airport will need to be filed by the Airport for any crane or over height equipment (equipment whose height exceeds 10’-0” above grade) which is to be brought on site. FAA approval of the 7460 form for the use of the crane can take up to 45 calendar days.

B. The Contractor will be required to furnish and install an FAA compliant aviation orange and white checkered flag during daylight hours and a FAA Compliant aviation red dual obstruction light during periods of darkness and limited visibility at the highest point on the crane at all times. The flag must be at least a 3-foot by 3-foot (0.9 meter by 0.9 meter) square having a checkered pattern of international orange and white squares at least 1 foot (300 mm) on each side.

C. When the crane is not in use, the Contractor will lower the crane boom to its lowest point.

D. The Contractor will adhere to the Requirements of FAA A/C 70/7460-1 for this project. A copy is available at www.faa.gov.

3.27. CONSTRUCTION NEAR UTILITY SYSTEMS:

A. All contractors shall be responsible for processing their own Work Clearance Request (AF

Form 103) and coordinating with Government inspectors as required. The contractor is respon-sible for obtaining all coordination signatures for the permit. The approved permit shall be valid for a period not to exceed 90 calendar days.

To the maximum extent possible, eliminate permanent markings on pavement and curbs. The contractor shall be responsible for maintaining all utility markings. Location marks shall be removed after 14 calendar days if not used. All markings shall be accomplished with water-based chalk (Aervoe Pacific Inc. 1-800-227-0196 or equal). No paints will be used.

Detailed permit procedures and guidelines shall be provided to the contractor during the Pre-performance Conference.

Digging within three feet of buried communications cables, environmental monitoring wells, electrical cables, irrigation systems, and gas lines shall be performed by hand digging until the utility is exposed. The Project Inspector shall be notified three days prior to digging within a three-foot area near this utility. A representative from the Communications Office must be pre-sent during excavation of Communications Cables. The cable routes must be marked prior to excavation in the area. The Contractor shall be held responsible for any damage to a marked or identified utility by excavation procedures. Once the utility is exposed, mechanical excavation may be used if there is no chance of damage occurring to the cable or piping system. The con-tractor is responsible for marking all excavations he will do, five (5) work days prior to needing existing utilities marked by the government.

GENERAL REQUIREMENTS 01 00 00 - 12

B. Reburial of Exposed Utilities: When existing utility lines are reburied, a tape, detectable by pipe detector systems, shall be installed above the uncovered length of the utility at a depth of 12 inches below grade. Tape shall be a minimum five mil plastic tape with metallic tracer, min-imum six inches wide, lettering on tape continuously marked “BURIED UTILITY”, and bright-ly colored. If tape marked “BURIED UTILITY” is not readily available, special order tape with the correct lettering shall be acquired by the contractor.

C. Access to Communications Manhole or Handhole: No communications manhole or handhole shall be entered without first obtaining a fiber optic cable briefing. Coordinate through Con-struction Management with the Base Communications Officer.

D. All repairs due to cable cuts on communications cables shall be the responsibility of the Con-tractor. Repair actions must be accomplished by the current communications contractor and paid for and coordinated under this contract at no additional cost to the Government if the con-tractor is deemed to be at fault by the Contracting Officer. Work to restore lost service must begin within one hour after the cut and must continue unceasingly until the job is completed, tested, and accepted. Work will be inspected by Communications Flight and personnel.

E. All utilities or anticipated underground obstacle crossings must be located by manual and other non-destructive excavation (hydro-vac) prior to mechanical excavation. All non-destructive ex-cavation shall be considered incidental to project completion.

3.28. SALVAGE

A. All property identified as Government Salvage on the drawings shall be returned to the Gov-ernment at a place on 120AW designated by the Contracting Officer Representative. The Contractor shall properly dispose of all other materials, not re-installed, OFF SITE.

a. Exterior siding panels trim etc: Contractor shall remove from site and disposal of at legal disposal area for or recycle at contractor option.

3.29. DEBRIS

B. The Contractor shall maintain the construction site in as clean and orderly condition as possi-ble. All refuse and/or salvage material shall be gathered and disposed of daily to maintain the site in this condition. Any debris that blows off the site into surrounding areas must be re-moved daily.

C. All refuse, debris and construction waste shall be legally disposed of OFF Federal Property at the Contractor's expense. The use of Government waste receptacles is strictly prohibited.

3.30. QUALITY CONTROL:

A. General. The CONTRACTOR is responsible for quality control which is considered by the Government to be a major inspectable item of this contract.

3.31. CONTRACT PROGRESS SCHEDULE AND REPORT:

A. Contractor shall complete Project Schedule Form 3064 using bi-monthly intervals, starting at the Notice to Proceed until Final Acceptance. The project schedule is required to be delivered to the Contracting Officer for review and approval prior to the start of work. Work may not

GENERAL REQUIREMENTS 01 00 00 - 13

commence until the project schedule is approved unless the Contracting Officer waives the re-quirement.

B. Contractor shall complete Progress Report Form 3065 and submit to the Contracting Officer every two weeks, starting at the Notice to Proceed until Final Acceptance. The Progress Report shall mirror the intervals approved on the Project Schedule.

3.32. APPLICATION FOR PAYMENT

A. Payments may be made monthly based on the Government percent of work completed as listed on the AF Form 3065, "Contract Progress Report". Requests shall be submitted to the Contract-ing Officer and shall contain the information required by Federal Acquisition Regulation Claus-es 52.232-5, Payments under Fixed-Price Construction Contracts, and 52.232.27, Prompt Pay-ment for Construction Contracts. (These clauses will be provided in full text to the successful contractor.)

Original Contract Sum: $ - - - - - - - - - -

Net Change By Change Orders: $ - - - - - - - - - -

Contract Sum to Date (Line 1 + 2): $- - - - - - - - - -

Total Completed and Stored to Date: $- - - - - - - - - -

Less Previous Payment: $ - - - - - - - - - -

Current Payment Due: $- - - - - - - - - -

B. The Contractor shall furnish the following certification, or payment shall not be made: I hereby certify, to the best of my knowledge and belief, that--

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract.

(2) Payments to subcontractors and suppliers have been made from previous payments re-ceived under the contract, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of chapter 39 of title 31,United States Code; and

(3) This request for progress payments does not include any amounts that the prime contrac-tor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract.

(Name)

(Title)

GENERAL REQUIREMENTS 01 00 00 - 14

(Date)

3.33. FINAL CLEANING AND ACCEPTANCE OF THE WORK

A. Prior to the acceptance of the facility and at such times as directed by the Contracting Officer, the Contractor shall thoroughly clean all exposed surfaces of the building where work under this contract was completed.

B. All protective coatings, except lacquers, shall be removed from finished surfaces and the fin-ished surfaces shall be washed and cleaned. Contractor shall be held responsible for all dam-aged materials, and at completion, shall replace, at its own expense, all such damaged materials.

C. The Government shall conduct pre-final and final inspections of the work under this contract prior to contract completion. The Contractor shall allow time to schedule and conduct the in-spections within the contract performance period, allowing 10 calendar days’ notice to the Con-tracting Officer of each inspection. The design team shall perform one inspection of the project at pre-final and final inspection and develop a list of items that either do not comply with the contract or are not acceptable, to determine level of completion of the project. Any additional inspection by the design team beyond the pre-final and final inspection will be at the expense of the Contractor at a rate of $75 per hour, per person.

3.34. RED LINED DRAWINGS

A. The RED LINED drawings shall be complete and available at the final inspection. The draw-ings shall be completed with any deviation in actual construction.

B. The RED LINED drawings shall be submitted to 5 days after final inspection

3.35. AS-BUILT FIELD DATA:

A. The Contractor shall keep at the work site, an accurate record of all deviations, indicated in RED, from the approved design drawings and specifications which may occur in the work as ac-tually constructed. The Contractor shall submit 2- CD’s and 2- 24X36 paper copies to the Con-tracting Officer, within 30 calendar days after pre-final inspection, complete information includ-ing descriptions, drawings, dimensions, marked prints, etc., as required for correction of the tracings to the as-built conditions in an AutoCAD 2014 compatible .DWG format and a .pdf format on a CD. Final payment will not be made until as-builts are submitted and approved

3.36. WARRANTY

A. The Contractor shall guarantee all materials and workmanship free from defects or failure for a period of one (1) year from date of contract completion. The Contractor further agrees that he will, at his own expense, repair and replace all such defective materials and all other material damaged thereby that becomes defective during the term warranty. All warranty periods shall run from the date of final contract acceptance. Manufacturer's material warranty shall remain in effect for length of material warranty specified, from the date of final contract acceptance.

GENERAL REQUIREMENTS 01 00 00 - 15

3.37. MANUALS, PARTS, LISTS, ETC

A. See Section 01 78 00 “Project Closeout Documents” for requirements and procedures for sub-mitting Operation and Maintenance manuals, instructions, and parts lists.

3.38. INSTALLED EQUIPMENT (REAL PROPERTY)

A. The Contractor shall furnish, upon completion of the project, a typewritten list, in triplicate, of all equipment installed in the facility, and the installed cost of each item. Furthermore, the list-ing shall include the location of each item and nameplate data.

B. Typically, the listing shall include: air conditioners, air handling units, condensers, fans, pumps, air compressors, transformers, unit heaters, regulators, direct current power supplies, latrine fix-tures, motors, engines, motor or engine-driven equipment, cranes, drinking fountains, sinks, wa-ter coolers, generators, space heaters, water heaters, refrigerators, freezers, coolers, meters, gas detectors, humidifiers dehumidifier, air purifier, ovens, power units, fuel tanks, water tanks, el-evators, welders, recorders, reels, scales, hydrants, intrusion detection equipment, fire detector and alarm equipment, emergency light sets, emergency eye wash deluge showers, washers, dry-ers, dishwashers, bridge cranes, and like items of equipment.

C. Final payment will not be made to Contractor until the Contracting Officer has received and ap-proved the listing. The Contractor shall use the DD Form 1354 provided by the Civil Engineer-ing Real Property Records Branch at the pre-construction meeting.

3.39. REFERENCES

A. All references listed in these specifications are intended to be the current version or edition.

END OF SECTION 01 00 00

M O

N T

A N

A A

IR

N

A T

IO

N

A L

G U

A R

D

S

C H

E D

U L

E O

F M

A T

E R

IA

L

S S

U B

M

IT

T A

L S

P ro je ct

N u m b er

P ro je ct

T it le

S o li ci ta ti o n /C o n tr ac t

N o

T

B

E C

O M

P L

E T

E D

B Y

P R

O

JE

C T

E N

G

IN

E E

B

E C

O M

P L

E T

E D

B Y

C O

N T

R A

C T

O R

/A D

M

IN

IS

T

R A

T O

R

LINE NUMBER

IT

E

M O

R D

E S

C R

IP

T

IO

N

O F

I T

E M

C

O N

T R

A C

T R

E F

E R

E N

C E

T

Y P

E O

F S

U B

M

IT

T A

L

CERTIFICATION OF

COMPLIANCE

SHOP DRAWINGS

SAMPLES

COLOR SELECTION

MANUFACTURER'S

RECOMMENDATIONS

MANUFACTURER'S

WARRANTY

CATALOG DATA

OPERATING

INSTRUCTIONS

NOTIFICATION

OTHER

REQUIRED

SUBMISSION DATE (BY

CONTRACTOR)

DATE RECEIVED IN

CONTRACTING

DATE TO CIVIL

ENGINEERING

RETURN SUSPENSE

DATE

SUBMITTAL NUMBERS

CONTRACTOR

RESUBMITTAL

FINAL APPROVAL

R E

M A

R K

S

A P

P R

O V

E D

D

IS

A P

P R

O V

E D

D

IV

IS

IO

N

G E

N E

R A

L R

E Q

U

IR

E M

E N

T S

G en er al R eq u ir em en ts

.1

S ta rt o f W o rk

N o ti fi ca ti o n

W

G en er al R eq u ir em en ts

.2

C ra n e O p er at io n s

(F o rm

0)

W

G en er al R eq u ir em en ts

.2

A

F F o rm

W

G en er al R eq u ir em en ts

.9

U ti lit y

O u ta ge s

W

G en er al R eq u ir em en ts

.1

M an u fa ct u re r' s

P ro d u ct

B ro ch u re s

C at al o g D at a, C o m p o n en ts a n d M at er ia ls t o b e

In st al le d

W

G en er al R eq u ir em en ts

.1

S ch ed u le o f

M at er ia ls S u b m it ta l

W

G en er al R eq u ir em en ts

.3

N o ti ce o f F in al

I n sp ec ti o n

W

G en er al R eq u ir em en ts

.1

C o n tr ac t P ro gr es s

S ch ed le

(F rm

4)

W

G en er al R eq u ir em en ts

.1

P ro gr es s

R ep o rt

F o rm

5)

W

S it e

S ec u ri ty

.1

C o n tr ac to r E n tr y A u th o ri za ti o n

L is t

(C E

A L

W

M ea su re m en t

P ay m en t:

n tr ac to r

M an p o w er

R ep o rt

W

E n vi ro n m en ta l P ro te ct io n

.3

C o p ie s o f E n vi ro n m en ta l

P er m it s

W

E n vi ro n m en ta l P ro te ct io n

.1

.2 M

T D

E Q

N o ti fi ca ti o n o f

D em o lit io n

M

T A

C P

-R

6)

W

E n vi ro n m en ta l P ro te ct io n

A tt ac h m en t 1:

W as te an ag em en t

P la n

W

JK

S

E

U p g ra d e

F ir e P u m p s

B

N u m b er o f

C o p ie s R eq u ir ed

D A

T E

C O

N T

R A

C T

O R

N O

T

IF

IE

D

A F

F o rm

S u b m it ta l S ch ed u le

.x ls x a-

R E

Q U

IR

E

D T

E C

H N

IC

A

L S

U B

M

IT

T A

L

N T

A N

A A

IR

N

A T

IO

N

A L

G U

A

H

E D

U L

E O

F M

A T

E R

IA

L

S S

U B

M

IT

T A

L S

P ro je ct

N u m b er

P ro je ct

T it le

S o li ci ta ti o n /C o n tr ac t

N

B

E C

O M

P L

E T

E D

B Y

P R

O

JE

C T

E N

G

IN

E

B

E C

O M

P L

E T

E D

B Y

C O

N T

R A

C T

O R

/A D

M

IN

IS

T

R A

T O

R

LINE NUMBER

IT

E

M O

R D

E S

C R

IP

T

IO

N

O F

I T

E M

C

O N

T R

A C

T R

E F

E R

E N

C E

T

Y P

E O

F S

U B

M

IT

T A

L

CERTIFICATION OF

COMPLIANCE

SHOP DRAWINGS

SAMPLES

COLOR SELECTION

MANUFACTURER'S

RECOMMENDATIONS

MANUFACTURER'S

WARRANTY

CATALOG DATA

OPERATING

INSTRUCTIONS

NOTIFICATION

OTHER

REQUIRED

SUBMISSION DATE (BY

CONTRACTOR)

DATE RECEIVED IN

CONTRACTING

DATE TO CIVIL

ENGINEERING

RETURN SUSPENSE

DATE

SUBMITTAL NUMBERS

CONTRACTOR

RESUBMITTAL

FINAL APPROVAL

R E

M A

R K

S

A P

P R

O V

E D

D

P R

O V

E D

JK

S

E

U p g ra d e

F ir e P u m p s

B

N u m b er o f

C o p ie s R eq u ir ed

D A

T E

C O

N T

R A

C T

O R

N O

T

IF

IE

D

E n vi ro n m en ta l P ro te ct io n

A tt ac h m en t 2:

ec o ve re d at er ia ls W ri tt en D et er m in at io n F o rm

W

E n vi ro n m en ta l P ro te ct io n

A tt ac h m en t 3:

yc le er ia ls U se R ep o rt

W

E n vi ro n m en ta l P ro te ct io n tt ac h m en t

4:

M o n th ly ep o rt o f

S o lid W as te

D is p o sa l

D iv er si o n

W

T em p o ra ry

F ac ili ti es a n d C o n tr o ls

.4

.A S it e

U ti liz at io la n

W

T em p o ra ry

F ac ili ti es a n d C o n tr o ls

.4

.B P ro je

Id en ti fi ca ti o n a n d T em p o ra ry S ig n s

W

T em p o ra ry

F ac ili ti es a n d C o n tr o ls

.4

.C F ir e

S af et y

P ro gr am

W

T em p o ra ry

F ac ili ti es a n d C o n tr o ls

.4

.D M o is tu re a ld P ro te ct io n P

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

6.

W te M an ag em en t P la n

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

7.

te R ed u ct io n

P ro gr es s R ep o rt s

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

te R ed u ct io n

C al cu la ti o n s

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

o rd s o f D o n at io n s

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

o rd s o f S al es

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

yc lin g an d P ro ce ss in g F ac ili ty R ec o rd s

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

F d fi ll an d I n ci n er at o r D is p o sa l R ec o rd s

W

C o n st ru ct io n

W as te M an ag em en t an d D is p o sa l

1.

G

Q al if ic at io n D at a

W

A F

F o rm

S u b m it ta l S ch ed u le

.x ls x a-

R E

Q U

IR

E

D T

E C

H N

IC

A

L S

U B

M

IT

T A

N T

A N

A A

IR

N

A T

IO

N

A L

G U

A

H

E D

U L

E O

F M

A T

E R

IA

L

S S

U B

M

IT

T A

L S

P ro je ct

N u m b er

P ro je ct

T it le

S o li ci ta ti o n /C o n tr ac t

N

B

E C

O M

P L

E T

E D

B Y

P R

O

JE

C T

E N

G

IN

E

B

E C

O M

P L

E T

E D

B Y

C O

N T

R A

C T

O R

/A D

M

IN

IS

T

R A

T O

R

LINE NUMBER

IT

E

M O

R D

E S

C R

IP

T

IO

N

O F

I T

E M

C

O N

T R

A C

T R

E F

E R

E N

C E

T

Y P

E O

F S

U B

M

IT

T A

L

CERTIFICATION OF

COMPLIANCE

SHOP DRAWINGS

SAMPLES

COLOR SELECTION

MANUFACTURER'S

RECOMMENDATIONS

MANUFACTURER'S

WARRANTY

CATALOG DATA

OPERATING

INSTRUCTIONS

NOTIFICATION

OTHER

REQUIRED

SUBMISSION DATE (BY

CONTRACTOR)

DATE RECEIVED IN

CONTRACTING

DATE TO CIVIL

ENGINEERING

RETURN SUSPENSE

DATE

SUBMITTAL NUMBERS

CONTRACTOR

RESUBMITTAL

FINAL APPROVAL

R E

M A

R K

S

A P

P R

O V

E D

D

P R

O V

E D

JK

S

E

U p g ra d e

F ir e P u m p s

B

N u m b er o f

C o p ie s R eq u ir ed

D A

T E

C O

N T

R A

C T

O R

N O

T

IF

IE

D

D em o st ra ti o n a n d T ra in in g

1.

3.

A

I n st ru ct io n P ro gr am

D em o st ra ti o n a n d T ra in in g

1.

3.

B

Q u al if ic at io n D at a

D em o st ra ti o n a n d T ra in in g

1.

3.

C

A tt en d an ce R ec o rd

D em o st ra ti o n a n d T ra in in g

1.

3.

D

E va lu at io n s

34 35 D

IV

IS

IO

N

S

IT

E C

O N

S T

R U

C T

IO

N

36 37

S el ec ti ve D em o lit io n

.7

.A P ro p o se d P ro te ct io n M ea su re s

W

S el ec ti ve D em o lit io n

.7

.B S ch ed u le o f

D em o lit iv it ie s

W

39 40 D

IV

IS

IO

N

W O

O D

A N

D P

L A

S T

IC

S

41 42

R o u gh

C ar p en tr y

1.

5.

A

P ro d u ct

D at a

W

R o u gh

C ar p en tr y

1.

6.

A

M at er ia l C er ti fi ca te s

W

R o u gh

C ar p en tr y

1.

6.

B

E va lu at io n

R ep o rt s

W

A F

F o rm

S u b m it ta l S ch ed u le

.x ls x a-

R E

Q U

IR

E

D T

E C

H N

IC

A

L S

U B

M

IT

T A

N T

A N

A A

IR

N

A T

IO

N

A L

G U

A

H

E D

U L

E O

F M

A T

E R

IA

L

S S

U B

M

IT

T A

L S

P ro je ct

N u m b er

P ro je ct

T it le

S o li ci ta ti o n /C o n tr ac t

N

B

E C

O M

P L

E T

E D

B Y

P R

O

JE

C T

E N

G

IN

E

B

E C

O M

P L

E T

E D

B Y

C O

N T

R A

C T

O R

/A D

M

IN

IS

T

R A

T O

R

LINE NUMBER

IT

E

M O

R D

E S

C R

IP

T

IO

N

O F

I T

E M

C

O N

T R

A C

T R

E F

E R

E N

C E

T

Y P

E O

F S

U B

M

IT

T A

L

CERTIFICATION OF

COMPLIANCE

SHOP DRAWINGS

SAMPLES

COLOR SELECTION

MANUFACTURER'S

RECOMMENDATIONS

MANUFACTURER'S

WARRANTY

CATALOG DATA

OPERATING

INSTRUCTIONS

NOTIFICAT…