A2-00 00 00 SPECIFICATIONS-COMBINED.pdf

SCHEDULE OF MATERIALS SUBMITTALS Project Number Project Title:

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR/ADMINISTRATOR

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DIVISION 01 - GENERAL

REQUIREMENTS

1 01 00 00 General Requirements - 3.14 Start of Work Notification 3 30 PTSW

2 0 00 00 General Requirements - 3.26 Crane Operations (Form 7460) 3 3 30D

PTSW

3 01 00 00 General Requirements - 3.27 AF Form 103 3 30D

PTSW

4 01 00 00 General Requirements - 3.9 Utility Outages 3 30D

PTSW

5 01 00 00 General Requirements - 3.10 Manufacturer's Product Brochures & Catalog Data, Components and Materials to be Installed 3 30D

PTSW

6 01 00 00 General Requirements - 3.10 Schedule of Materials Submittal 3 30D

PTSW

7 01 00 00 General Requirements - 3.33 Notice of Final Inspection 3 30D

PTSW

8 01 00 00 General Requirements - 3.17 Contract Progress Schedule (Form 3064) 3 30D

PTSW

9 01 00 00 General Requirements - 3.17 Progress Report (Form 3065) 3 30D

PTSW

10 01 00 10 Site Security - 3.1 Contractor Entry Authorization List

(CEAL) 3 30D

PTSW

11 01 11 00 Measurement & Payment: Contractor Manpower Report 3 30D

PTSW

12 01 36 00 Environmental Protection - 2.3 Copies of Environmental Permits 3 30D

PTSW

13 01 36 00 Environmental Protection - 6.1.2 MT DEQ Notification of Demolition (MTACP02-R6) 3 30D

PTSW

JKSE 192403

Number of Copies Required

DATE CONTRACTOR NOTIFIED

Solicitation/Contract No.

Upgrade/Maintain Recreational Pavilion

AF Form 66 01 00 01 - B - Final Submittal Schedule.xlsx-

01330a-1

REQUIRED TECHNICAL SUBMITTALS

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JKSE 192403

Number of Copies Required

DATE CONTRACTOR NOTIFIED

Solicitation/Contract No.

Upgrade/Maintain Recreational Pavilion

14 01 36 00 Environmental Protection - Attachment 1: Waste Management Plan 3 30D

PTSW

15 01 36 00 Environmental Protection - Attachment 2: Recovered Materials Written Determination Form 3 30D

PTSW

16 01 36 00 Environmental Protection - Attachment 3: Recycled Materials Use Report 3 30D

PTSW

17 01 36 00 Environmental Protection - Attachment 4: Monthly Report of Solid Waste Disposal & Diversion 3 30D

PTSW

DIVISION 02 - SITE CONSTRUCTION

18 02 22 10 - MPWS 02221 - Trench Excavation - 1.4.A Density Testing 3 ATT

19 02 22 10 - MPWS 02221 - Trench Excavation - 1.4.C Type 1 Bedding gradation and plasticity index 3 30D

PTSW

20 02 22 10 - MPWS 02221 - Trench Excavation - 1.4.C Type 2 Bedding gradation 3 30D

PTSW

21 02 22 10 - MPWS 02221 - Trench Excavation - 1.4.D Geotextile 3 30D

PTSW

22 02 23 00 - MPWS 02230 - Street Excavation - 1.3.A Field Density Testing 3 ATT

23 02 23 00 -MPWS 02230 - Street Excavation - 1.3.C Max density and optimum moisture content all off and onsite material 3 30D

PTSW

24 02 23 50 - MPWS 02235 - 1.4.1 Crushed Base Course Tests from source materials 3 30D

PTSW

25 02 50 20 - MPWS 02502 - Asphalt Prime / Tack Coat 3 3 30D

PTSW

26 02 50 10 - MPWS 02510 - Asphalt Concrete Pavement 3 30D

PTSW

AF Form 66 01 00 01 - B - Final Submittal Schedule.xlsx-

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JKSE 192403

Number of Copies Required

DATE CONTRACTOR NOTIFIED

Solicitation/Contract No.

Upgrade/Maintain Recreational Pavilion

27 02 52 80 - MPWS 02528 - Concrete Curb & Gutter - Gravel Base Course 3 30D

PTSW

28 02 52 90 - MPWS 02529 - Concrete Sidewalk - Gravel Base Couse 3 30D

PTSW

DIVISION 26 -ELECTRICAL

29 26 02 00 Basic Electrical Requirements - Project Record Drawings 3 30D

AFI

30 26 05 26 Grounding and Bonding 3 30D

PTSW

31 26 05 33.13 Conduit 3 30D

PTSW

32 26 05 33.16 boxes for electrical systems 3 30D

PTSW

33 26 22 00 Low Voltagle Transformers 3 3 30D

PTSW

34 26 24 16 Panelboards 3 3 30D

PTSW

35 26 27 26 Wiring Devices 3 30D

PTSW

36 26 56 00 Exterior Lighting 3 30D

PTSW

DIVISION 32 - EXTERIOR

IMPROVEMENTS

37 32 01 90 1.5 - Tree Protection Plan 3 30D

PTSW

37 32 80 00 1.4 - A Irrigation Contractor Qualifications 3 30D

PTSW

32 80 00 1.4.B - Irrigation System Plan, written list of all materials and producst and manufacturer's product literature 3 30D

PTSW

AF Form 66 01 00 01 - B - Final Submittal Schedule.xlsx-

01330a-3

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JKSE 192403

Number of Copies Required

DATE CONTRACTOR NOTIFIED

Solicitation/Contract No.

Upgrade/Maintain Recreational Pavilion

32 80 00 1.4.C - Record Drawing Irrigation Plan

3 30D AFI

32 91 00 1.5.A - Certificates of Inspection of Plant Material

3 30D

PTSW

32 91 00 1.5.B - Complete List of Plant Materials

3 30 ANP

32 91 00 1.5.C - Requests of Substitution - Prior to Award of Contract 3 30D

PTSW

32 91 00 1.5.E - Materials Samples

3 30D

PTSW

32 91 19 1.3.A - Materials Testing for Topsoil and Organic Additives

3 ATT

32 92 26 2.1.A - Certification of Sod Farm

3 30D

PTSW

DRAWINGS

Sheet 7/L102 - Fence Stain Color

3 30D

PTSW

Sheet 1/L104 - Engineered Pavilion Shop Drawings & Color Samples

3 60D

PTSW

Sheet 3/L104 - Engineered Fabric Shade Structure Shop Drawings & Color Samples 3 30D

PTSW

AF Form 66 01 00 01 - B - Final Submittal Schedule.xlsx-

01330a-4

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JKSE 192403

Number of Copies Required

DATE CONTRACTOR NOTIFIED

Solicitation/Contract No.

Upgrade/Maintain Recreational Pavilion

Schedule of Abbreviations:

AFI = After Final Inspection PTFI= Prior to Final Inspection

ANP= After Notice to Proceed PTSW = Prior to Start of Work

ATT= After Test Taken PTE= Prior to Event

BBCW= Before Beginning Concrete Work

BD= Before Delivery

AF Form 66 01 00 01 - B - Final Submittal Schedule.xlsx-

01330a-5

TYPE B-3 SUBMITTAL

SPECIFICATIONS

UPGRADE/MAINTAIN RECREATIONAL PAVILION

PN JKSE 192403

120TH AIRLIFT WING

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

19 March 2020

Prepared by

TD&H ENGINEERING

1800 River Drive North Great Falls, MT 59401

406.761.3010

IMEG Corp, formerly MKK.

920 Front Street Suite 104 Helena, MT 59601 406.204.7147

THIS PAGE LEFT BLANK INTENTIONALLY

120th AIRLIFT WING PROJECT JKSE 192403

MONTANA AIR NATIONAL GUARD UPGRADE MAINTAIN RECREATIONAL AREA

GREAT FALLS, MONTANA TYPE B-3 SUBMITTAL

UPGRADE MAINTAIN RECREATIONAL AREA

MONTANA AIR NATIONAL GUARD, MONTANA

JKSE 192403

TDH PROJECT NO. 19-026

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 10 SECURITY

SECTION 01 11 00 MEASUREMENT AND PAYMENT

SECTION 01 36 00 ENVIRONMENTAL PROTECTION

SECTION 01 40 00 QUALITY REQUIREMENTS

DIVISION 2

SECTION 02 11 20 REMOVAL OF EXISTING PAVEMENT, CONCRETE

CURB,

SIDEWALK, DRIVEWAY AND/OR STRUCTURES

(REFERENCE MPWSS SECTION 02112)

SECTION 02 22 10 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES

APPURTENANT STRUCTURES (REFERENCE MPWSS

SECTION 02221)

SECTION 02 23 00 STREET EXCAVATION, BACKFILL AND COMPACTION

(REFERENCE MPWSS SECTION 02230)

SECTION 02 23 50 CRUSHED BASE COURSE (REFERENCE MPWSS

SECTION 02235)

SECTION 02 50 20 ASPHALT PRIME AND/OR TACK COAT (REFERENCE

MPWSS SECTION 02502)

SECTION 02 51 00 ASPHALT CONCRETE PAVEMENT (REFERENCE MPWSS

SECTION 02510)

SECTION 02 52 80 CONCRETE CURB AND GUTTER (REFERENCE MPWSS

SECTION 02528)

SECTION 02 52 90 CONCRETE SIDEWALKS, DRIVEWAYS, APPROACHES,

CURB TUN FILLETS, VALLEY GUTTERS AND

MISCELLANEOUS NEW CONCRETE CONSTRUCTION

(REFERENCE MPWSS SECTION 02529)

DIVISION 3-25 – NOT USED

DIVISION 26

SECTION 26 02 00 BASIC ELECTRICAL REQUIREMENTS

SECTION 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS

AND CABLES

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

SECTION 26 05 29 HANGARS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 05 33.13 CONDUIT

SECTION 26 05 33.16 BOXES AND ELECTRICAL SYSTEMS

SECTION 26 05 48 VIBRATION AND SEISMIC CONTROLS FOR

ELECTRICAL SYSTEMS

SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 05 83 WIRING CONNECTIONS

SECTION 26 22 00 LOW-VOLTAGE TRANSFORMERS

SECTION 26 24 16 PANELBOARDS

SECTION 26 27 26 WIRING DEVICES

SECTION 26 56 00 EXTERIOR LIGHTING

DIVISIONS 27-31 – NOT USED

DIVISION 32

SECTION 32 01 90 – TREE PRESERVATION

SECTION 32 80 00 – IRRIGATION

SECTION 32 90 00 – PLANTING

SECTION 32 91 19 – TOPSOIL PLACEMENT

SECTION 32 92 26 – SODDING

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 (Con-tracting Officer's Representative, COR) to act as the technical representative for the pro-ject. The duties of the COR are addressed at the time of contract award.

1.2. SUMMARY OF WORK:

A. Project titled: “JKSE 192403 – UPGRADE MAINTAIN RECREATIONAL AREA” -

This project includes:

(1) ± 600 sq. ft. Prefabricated Pavilion style shaded area, Minor Construction (M.C.)

(2) Wind break from W/SW winds, M.C.

(3) All weather maintenance free counter space, M.C.

(4) Electrical outlets for cooking, M.C.

(5) Overhead LED lighting, M.C.

(6) Weatherproof plumbing that can be drained in the winter, M.C.

(7) Landscaping with integrated seating, Maintenance

(8) Automatic sprinkler system and grass, Maintenance

(9) ADA accessible paved walking surface around area perimeter, Repair by Re-placement

(10) All Sidewalks to be 6 ft minimum width for snow removal, Repair by Re-placement

(11) Provide a new sidewalk next to the street for sidewalk continuity from B79 to

B27, Optional Item

(12) Recreational area such as ½ court basketball court and hoop, pullup bars, sit-up area, Repair by Replacement

(13) A gravel area for MKT setup and operation and food service tents for training, Repair by Replacement

GENERAL REQUIREMENTS 01 00 00 - 2

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

1.3. CONTRACT TIME & MANUFACTURER COORDINATION

A. The pavilion manufacture has noted there will need to be engineering and fabrication time built into the contract schedule.

Engineering Time: 21 calendar days, plus drawing approval time.

Steel Shelter Fabrication Time: 49 calendar days after drawing approval.

Pavilion Manufacturer Contact:

RCP Shelters Inc.

Bryce Cooper 2100 SE Rays Way, Stuart, FL 34994 Phone: 772-291-2110 Email: bryce@rcpshelters.com

B. After the award of the Contract the Contractor will receive a Pavilion Coordination No-tice to Proceed. The contractor will have 28 calendar days to coordinate with the pavil-ion manufacturer prior to commencement of construction work.

C. Contractor shall notify the COR in writing within 14 calendar days of Pavilion Coordi-nation Notice to Proceed if above stated anticipated schedule can not be met by the manufacturer. Construction contract time will be adjusted by number of calendar days necessary to complete design drawings and if additional time is anticipated for the man-ufacturing of pavilion, upon approval of the COR.

D. Once Pavilion fabrication drawings are approved and completed a Notice to Proceed with Construction (NTPC) will be issued by the COR. Contactor will have 75 calendars from the NTPC to complete all work for the Upgrade Maintain Recreational Area pro-ject. The 75 calendar days is includes the fabrication time for the pavilion.

1.4. SCOPE

A. Project provides for furnishing all plant, labor, materials, equipment and supervision to perform Project No: JKSE 192403 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 documents. Failure to familiarize itself with their requirements will not relieve the con-tractor of its responsibility to comply.

C. The organization of the specifications into divisions, sections, and articles and the ar-rangement 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.

mailto:bryce@rcpshelters.com

GENERAL REQUIREMENTS 01 00 00 - 3

1.5. ENTRY TO THE MONTANA AIR NATIONAL GUARD

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

1.6. WORK SCHEDULING

A. Contract time specified in the contract documents is based on the number of calendar days allowed to complete the work. The number of calendar days permitted is based on a seven (7) day week. No allowance has been made for holidays or Saturdays and Sun-days.

B. 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 during periods other than above, notification must be provided to the Contract-ing Officer three (3) working days in advance of its intention to work during other peri-ods to allow assignment of additional inspection personnel. When the Contracting Of-ficer determines that Government inspection personnel are reasonably available, the Contractor may be authorized to perform in excess 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 actual cost of the in-spection, at overtime rates, will be charged to the Contractor and will be deducted from the Contract amount.

Federal holidays are as follows:

New Years Day Martin Luther King's Birth-day Presidents' Day Memorial Day Independence Day

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

GREAT FALLS, MONTANA TYPE B-2 SUBMITTAL

GENERAL REQUIREMENTS 01 00 00 - 4

1.7. DIVISION OF WORK

A. All reasonable quantities of utilities will be made available from existing utilities to the

Contractor without charge. Any temporary connection or lines that may be required will be installed, 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 accomplished prior to final acceptance of the construction. The Contractor shall provide any necessary portable power.

B. The various divisions of the Specifications shall not be considered as negotiations of the material and labor involved. The arrangement and order of these divisions have been made for convenience It is not the intent, nor shall it be so construed, that a par-ticular 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 specified under the heading for the respective work, but is shown on the Drawings. No claims for extras arising out of real or alleged error in such arrangement or order of the various divisions will be given consideration

1.8. 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. Fed-eral labor standards apply to all subcontractors as well as the prime contractor.

1.9. 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, not-withstanding every item necessarily involved is not particularly mentioned. The Con-tractor shall be held to provide all labor and material necessary for the entire comple-tion 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 Con-tractor, before proceeding with the work, shall make mention of same to the Contract-ing Officer for proper adjustment, and in no case shall it proceed with the work in un-certainty.

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

D. Montana Public Works Standard Specifications apply to this project any specification not specifically listed is still applicable in appropriate situations, any conflicts between

GENERAL REQUIREMENTS 01 00 00 - 5

drawings and specifications shall be brought to the attention of the COR throughout the duration of the contrat.

1.10. REPORT OF ERROR AND DISCREPANCIES

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

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

C. The Contractor shall promptly notify the Contracting Officer in writing of any discrep-ancies.

1.11. 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.

1.12. 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 equip-ment and materials 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 enclosed by 6’ chain link fence with access gates. Spare keys to any locked gates

GENERAL REQUIREMENTS 01 00 00 - 6

shall be provided to the base fire department dispatch office. Storage areas and job sites shall be clean, orderly, 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 landscaping, trees and shrubs will be protected, irrigated and maintained. If irriga-tion system to an existing area is interrupted due to construction activities, the Contrac-tor shall provide a means of temporary irrigation until the permanent system is opera-tional.

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

Contractor 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 main-tained 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 construction.

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 responsible 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 tempo-rary 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 elec-tricity 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 original configurations at the end of the contract. No altera-

GENERAL REQUIREMENTS 01 00 00 - 7

tions to existing utilities shall be accomplished without the written permission of the Contracting Officer.

B. All utility shutdowns require the prior approval of the COR. Request for utility shut-down shall be made in writing at least three (3) days prior to the expected date of im-plementation. Every effort shall be made to make all shutdowns as brief as possible, and as limited in extent as possible.

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 in-cluding temporary lines and connections. Remove all temporary lines, etc., at the com-pletion of the project.

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 Representa-tive (Construction 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 throughout the contract period. Work, once commenced, shall be carried to completion with a minimum 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 gov-ernment. The “Utility Outage Notice” will be completed by the Contractor and submit-ted to Construction Management for approval. No interruptions shall be made until the outage notice is approved and returned to the Contractor. Notification forms that are to be filled out by the contractor, will be provided at the pre-construction conference. Util-ities will include all overhead and underground utilities and road closures or partial clo-sures.

3.10. SUBMITTALS:

A. Shop Drawings and Product data. The Contractor shall furnish submittals in the form of manufacturer’s brochures, pamphlets, or written specifications on all items to be in-

GENERAL REQUIREMENTS 01 00 00 - 8

stalled unless specifically directed otherwise by these specifications or by the Contract-ing Officer.

B. Approval of Materials. Prior to the purchase of material, the Contractor shall electroni-cally submit in a .pdf format to the Contracting Officer, for material approv-al/disapproval, brochures and technical literature covering, in detail, the materials it proposes to supply. This shall include the specific catalog and model specification number designations. Submittals shall demonstrate that the item conforms to all the requirements by calling out the exact model/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 Sub-mittals. The submittals shall be accomplished on, and in accordance with the instruc-tions 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 proce-dure for submission will be determined at the pre-construction conference. Following review coordination, one (1) set each of the submittal shall be maintained by the Con-tractor, 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 Contractor from offering an item from other sources of supply, as approved by the Con-tracting 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.

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 Contracting 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 prod-uct, and in no way are intended to limit products of equal quality. Therefore, products of other manufacturers may be employed for this work provided they are equivalent mate-rials and construction, and equality adaptable to the conditions as approved by the Con-tracting Officer. All recognized regulatory/code standards shall be the latest published edition.

GENERAL REQUIREMENTS 01 00 00 - 9

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 regulations control the removal, handling, installation or disposal of mate-rials, they shall be strictly adhered to whether or not specifically referenced in the con-struction 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 Con-tracting Officer 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 conven-ient for all parties involved. Project coordination meetings are in addition to specific meetings held for other 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 construction 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 perfor-mance of future activities shall be represented at these meetings by persons familiar with the Project and authorized to include matters relating to progress.

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 appro-priate to the current status of the Project. The Agenda will be provided by the Architect and mailed to each attendee prior to the meeting

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

GENERAL REQUIREMENTS 01 00 00 - 10

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 submitted at the pre-construction conference for the work under this con-tract. 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 Con-tracts. 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 minimize the inconvenience and disruption of the National Guard's daily schedule. Con-fine operations 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 Na-tional Guard personnel at all times. Do not use these areas for parking or storage of ma-terials. 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 person-nel 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 inspector. 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 Officer. If, for some reason, a change in the prima-ry or alternate inspector is required, the Contractor 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 Contrac-tor.

B. Inspections and tests are for the sole benefit of the Government and shall not relieve the Contractor 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 construed as constituting or implying acceptance. All items to be concealed shall be Government inspected prior to concealment.

GENERAL REQUIREMENTS 01 00 00 - 11

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 de-vices. The equipment shall be in a safe and efficient operating condition. The Contrac-tor 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

Contracting Officer, entrance and exit routes at the construction site. When materials are transported in execution of the work, vehicles shall not be loaded beyond the load-ing limit established by Federal, State or Local law or regulation. The Contractor shall provide protection against damage when it is necessary to cross curbing or sidewalks.

The Contractor should be aware of existing 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 op-erations 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 supplies thereto) used in the guidance of vehicles while operat-ing to, from, and upon the site.

D. With respect to its own operations and the operation of all its subcontractors, the Con-tractor shall provide marking, lighting, and other acceptable means of identifying per-sonnel, equipment, vehicles, storage areas, and any work or condition that may be haz-ardous to the operation of military vehicles, fire-rescue equipment, or maintenance ve-hicles 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 es-timate of all labor, materials, equipment, and incidentals necessary for maintaining effi-cient vehicular traffic patterns.

GENERAL REQUIREMENTS 01 00 00 - 12

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 clo-sure.

3.23. DAMAGES AND REPAIRS

A. Any damages by the Contractor’s operations shall be repaired, or replaced, at the Con-tractor'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 re-stored at no additional expense to the Government.

B. All existing sidewalks, curbs, and pavement disturbed, broken, or removed or other-wise damaged 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 de-pressions or humps.

3.24. HAZARDOUS MATERIALS

A. The Contractor shall establish a Hazardous Material (HM) storage and distribution sys-tem 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 meeting. Additional HM needed by the Contractor shall be identi-fied to the Contracting Officer's Representative (COR) for approval by the HMP. Refer-ence 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 Re-quirements.

C. The Contractor shall maintain Contractor HM Identification Form for HM on the job site for inspection/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 mate-rial 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.

GENERAL REQUIREMENTS 01 00 00 - 13

(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 is-sued shall be tracked for quantities used. Unused materials shall be inventoried and re-moved 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

3.25. CONCEALED WORK:

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

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 me-ter) 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.

http://www.faa.gov/

GENERAL REQUIREMENTS 01 00 00 - 14

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 contrac-tor is responsible 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. Loca-tion 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 present 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 pro-cedures. 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 contractor is responsi-ble for marking all excavations he will do, five (5) work days prior to needing existing utilities marked by the government.

B. Reburial of Exposed Utilities: When existing utility lines are reburied, a tape, detecta-ble 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, minimum six inches wide, lettering on tape continuously marked “BURIED UTILITY”, and brightly 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. Coordi-nate through Construction Management with the Base Communications Officer.

D. All repairs due to cable cuts on communications cables shall be the responsibility of the Contractor. Repair actions must be accomplished by the current communications con-tractor and paid for and coordinated under this contract at no additional cost to the Gov-ernment if the contractor 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 unceas-ingly until the job is completed, tested, and accepted. Work will be inspected by Com-munications Flight and personnel.

GENERAL REQUIREMENTS 01 00 00 - 15

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 excavation 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 Government at a place on 120AW designated by the Contracting Officer Repre-sentative. 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 possible. 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 surround-ing areas must be removed 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, start-ing 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 commence until the project schedule is approved unless the Con-tracting Officer waives the requirement.

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 Contracting Officer and shall contain the information required by Federal Acqui-sition Regulation Clauses 52.232-5, Payments under Fixed-Price Construction Con-

GENERAL REQUIREMENTS 01 00 00 - 16

tracts, and 52.232.27, Prompt Payment 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 specifica-tions, terms, and conditions of the contract.

(2) Payments to subcontractors and suppliers have been made from previous pay-ments received under the contract, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcon-tract 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 contractor intends to withhold or retain from a subcontractor or supplier in ac-cordance with the terms and conditions of the subcontract.

(Name) (Title) (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 finished surfaces shall be washed and cleaned. Contractor shall be held responsible for all damaged 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

GENERAL REQUIREMENTS 01 00 00 - 17

conduct the inspections within the contract performance period, allowing 10 calendar days’ notice to the Contracting Officer of each inspection. The design team shall per-form 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 drawings 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, indicat-ed in RED, from the approved design drawings and specifications which may occur in the work as actually constructed.