Attachment_1_Specifications.pdf

S P E C I F I C A T I O N

FOR PROJECT

QJVF 11-0140

REPAIR/PAINT HANGAR FLOOR –

BLDG 836 & 863

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

MINOT AIR FORCE BASE, NORTH DAKOTA

DECEMBER 2014

TABLE OF CONTENTS

(CSI MASTERFORMAT 1995)

DIVISION 01 - GENERAL REQUIREMENTS PAGES

01000 Special Provisions 01000-1 thru 6

ATTACHMENT 01 AF3064/3065 Contract Progress Sched/Report Pages 3

ATTACHMENT 02 Areas of Work & Floor Plans Pages 2

01005 Statement of Work 01005-1 thru 2

01010 Administrative Provisions – Hangar Floors 01010-1 thru 3

01300 Submittals 01300-1 thru 6

ATTACHMENT AF3000 Material Approval Submittal Pages 2

01431 Environmental Protection 01431-1 thru 20

ATTACHMENT Asbestos Notification Pages 4

01500 Construction Facilities & Temporary Controls 01500-1 thru 2

01710 Final Cleaning 01710-1 thru 2

DIVISION 02 - NOT USED

DIVISION 03 - CONCRETE

03970 Concrete Structural Reinforcement 03970-1

ATTACHMENT Section 03 01 30.71 Concrete Rehabilitation Pages 5

DIVISIONS 04 THRU 08 - NOT USED

DIVISION 09 – FINISHES

09670 Fluid Applied Flooring 09670-1

ATTACHMENT Section 09 67 23.15, F-R Resin Floor-3 coat Pages 16

09900 Paints and Coatings 09900-1

ATTACHMENT 01 Section 09 90 00, Paints and Coatings Pages 16

ATTACHMENT 02 Paint Striping Diagrams Pages 7

DIVISIONS 10 THRU 16 - NOT USED

MISCELLANEOUS

ATTACHMENT Existing Site Condition Photos Pages 3 i

01000-1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01000

SPECIAL PROVISIONS

1.GENERAL:

1.1 LOCATION OF WORK: The work is located in aircraft maintenance hangars (Building No. 836 and 863) at Minot Air Force Base (MAFB). The location map attached to the end of this section shows the location of the hangars. The work is in a controlled area.

1.2 SPECIAL PROVISION ATTACHMENTS: Attachments for this section are as follows:

1.2.1 Contract Progress Schedule (AF IMT 3064) and Contract Progress

Report (AF IMT 3065) are included in Attachment No. 01.

1.2.2 Work locations and floor plans for the hangars are included in Attachment No. 02.

1.3 DESCRIPTION OF WORK: The project involves providing approximately

14,300 square feet at building 836 and approximately 28,000 square feet at building 863 of new resinous flooring at the hangar. Contractor shall verify

ALL square footages to ensure the proper amounts of material are being ordered/used for the job. Project work includes, but is not limited, to the following:

floor.

1.3.1 Remove existing joint material and degrease entire hangar

1.3.2 Remove existing hanger floor coating system and prepare surface to include minor spall and surface deterioration and crack repair, not to exceed (NTE) 200 square feet for surface/crack repair as determined by the Contracting Officer.

1.3.3 Remove Hexavalent Chromium VI from existing hanger work area surfaces in building 836 and 863 as specified in section 01431, Environmental Protection.

1.3.4 Seal joints.

1.3.5 Apply and cure new 3-coat fuel resistive resinous flooring.

1.3.6 Apply new hangar floor striping and markings to replace existing markings. All paint striping will be enamel paint, or approved equal that is compatible with the floor coating as indicated by the product manufacturer, and painted on top of the final sealant coat, to include the

01000-2 crush zone and danger sign markings. Drawings showing the schematic layout of the hangar striping and markings are attached at the end of section 09900, Paint and Coatings.

1.4 SITE INVESTIGATION:

1.4.1 Bidders are urged to visit the site and by their own

investigation satisfy themselves as to the existing conditions. Bidders will identify discrepancies or omissions in the specifications and immediately notify the Contracting Officer in order to obtain clarification prior to submitting their bid. If the bidder chooses not to visit the site, he/she will nevertheless be charged with the knowledge of the conditions that a reasonable inspection would have disclosed. Contractors shall assume all responsibility for deductions and conclusions as to the difficulties in performing the work. The Contracting Officer will arrange for a site visit and will require Contractors to notify him/her 24 hours in advance of intended visit.

1.5 USE OF PREMISES:

1.5.1 The site is located within a controlled area that is adjacent to a restricted area involving flightline operations. Areas adjacent to the site will remain occupied by the Government for the duration of the contract.

The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

1.5.2 Coordinate use of premises under the direction of the

Contracting Officer and the using agency.

1.6 EQUIPMENT PARKING: Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. It will be the contractor’s responsibility to secure his/her own equipment using his/her own resources to do so at all times. The

Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE: Working hours for the contractor will normally be 10-hour days between the hours of 7:00 a.m. and 5:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the contractor desires to work during periods other than the above mentioned, the Government will also consider other work hour proposals to meet the contractor’s needs depending on the availability of the facility and additional Government inspection forces.

The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow coordination with the using agency and the assignment of additional inspection forces. If such force is reasonably available, the Contracting

Officer may authorize the contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform

01000-3 in excess of their normal duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.8 CONSTRUCTION PROGRESS SCHEDULE: The contractor shall prepare and submit to the Contracting Officer for approval prior to commencing construction a Construction Progress Schedule (AF IMT 3064, see Attachment

No. 01) showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contractor Progress Report (AF IMT 3065, see Attachment No. 01), any apparent, anticipated, or proposed deviation from the previously approved schedule.

1.9 REFERENCE STANDARDS:

1.9.1 For products specified by association or trade standards, comply with requirements of the standard.

1.9.2 The date of the standard is that in effect as of the Request for Proposal (RFP) date.

1.10 SAFETY:

1.10.1 Contractor to comply with all OSHA/NEC/IBC Regulations.

1.10.2 Contractor to comply with Minot Air Force Base Instruction

(MAFBI) 32-2001, Responsibilities of Base Personnel to Eliminate or Control

Fire Hazards.

1.11 TRAFFIC CONTROL: The contractor shall provide all traffic control devices for pedestrian, vehicular and aircraft traffic and will be responsible for maintaining these devices until notified by the Contracting

Officer. The contractor’s traffic control devices shall comply with MAFB airfield and safety requirements.

1.12 HAULING MATERIALS: The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the pre-construction conference.

1.13 DRAWINGS AND SPECIFICATIONS: At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

01000-4

1.14 WORK CONDUCT, CORRELATION, EXECUTION, ETC.:

1.14.1 Work Performance: Contractor shall conduct all work, including materials distribution in an orderly manner, and shall notify

Contracting Officer within two (2) workdays of mobilizing at the job site.

Contractor shall confine and limit his personnel to only those areas required for work performance. All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas. Any damage caused by the contractor shall be replaced, repaired, or restored to the Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

1.14.2 Storage: At close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting

Officer or his/her designated representative. If the contractor should have a storage structure or equipment located on base, it shall be removed, and storage area restored to its original condition within seven days after final acceptance of this project.

1.15 QUALITY CONTROL: The contractor shall provide a quality control inspector who is familiar with all phases of operation. This individual may be the same person as the job supervisor or foreman. The quality control inspector's responsibility shall be to make constant quality control inspections of all phases of the operation, in order to assure constant compliance with the contract specifications.

1.16 UTILITIES: Water and electricity required will be furnished by the

Government.

1.17 PERMITS:

1.17.1 Clearance Work Request:

1.17.1.1 Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 15) of AF Form 103, Base Civil Engineering Work Clearance Request.

AF Form 103 will be given to the contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on AF Form

103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.17.1.2 Before any excavation, alteration, or other

construction work is begun, the contractor shall obtain and fully process an

AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including

01000-5 furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF

Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative.

A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.17.1.3 Contractor shall schedule a meeting time to meet

with each utility agency at the work site to locate affected utilities.

1.17.1.4 Contractor shall maintain all marked utilities in

the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional cost for repeat locates.

1.17.1.5 Clearance request is not valid until signed by the

Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form. Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.17.1.6 Protection of Existing Utilities: The contractor

shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.18 GOVERNMENT-CAUSED DELAYS:

1.18.1 Scheduled Work Delays: The contractor shall allow a total of 30 minutes processing time to enter or leave MAFB or controlled/restricted areas. This cost shall have been factored into the contractor's bid price.

1.18.2 Unscheduled Work Delays: In the event of a military

exercise, inspection, or event, the contractor may be required to vacate the area of all personnel, equipment, and materials for an indefinite period. The

01000-6 on-site supervisor shall notify the Contracting Officer within two (2) days of the delay.

1.18.3 Unscheduled Work Delay Unit Price: The contractor shall bid an hourly rate for unscheduled work delays caused by the Government as shown in the Bid Schedule. This hourly rate shall include all contractor costs

(labor, equipment, materials, etc.) attributed to an unscheduled work delay.

1.19 SECURITY REQUIREMENTS:

1.19.1 Base Regulations: All activities of the contractor and his employees shall be conducted in strict accordance with Minot Air Force Base

Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.20 SANITARY FACILITIES:

1.20.1 The contractor shall provide a portable sanitary facility at no cost to the Government.

2. PRODUCTS: (Not Used)

3. EXECUTION: (Not Used)

END OF SECTION

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Attachment No. 01 (01000) Page 3 of 3 QJVF 11-0140

Attachment No. 02 (01000) Page 1 of 3 QJVF 11-0140

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01005-1

SECTION 01005

STATEMENT OF WORK

1.1 DESCRIPTION OF WORK: Work of this Contract, Repair/Paint Hangar

Floors, QJVF 11-0140, comprises the repair, painting, and striping/marking of aircraft maintenance hangar floors in buildings 836 and 863 located on Minot

Air Force Base, North Dakota.

1.2 APPLICABLE PUBLICATIONS/REFERENCE STANDARDS:

1.2.1 For products specified by association or trade standards, comply with requirements of the standard.

1.2.2 All federal specifications, standards, and other publications shall be of the latest and most current issue at date of Invitation for Bids

(IFB) issuance.

1.3 PROTECTION:

1.3.1. Confine equipment, materials, storage and workmen's movements and operation within limits required to perform specified work.

1.3.2 Existing Facilities: Using agencies will occupy premises during entire period of repair and painting for the conduct of normal operations. Contractor shall monitor weather conditions and progress of work and be prepared to provide protection to occupied spaces at the end of each day and during sudden changes in weather to prevent damage to the floors due to precipitation and/or wind.

1.3.3 Contractor shall provide protection and storage of all

materials to be incorporated into project work. No material shall be stored in the immediate area except sufficient material required for each day's work accomplishment, when in compliance with controlled area clearance restrictions.

1.4 SAFETY:

1.4.1 Contractor to comply with all OSHA/NEC Regulations.

1.4.2 Contractor to comply with MAFBI 32-2001, Fire Prevention and

Protection.

01005-2

1.5 WORK SEQUENCE: Work shall commence immediately as authorized by the

Contracting Officer.

1.6 SCHEDULING: The Contractor shall schedule work to minimize the amount of disturbance and disruption to the Using Agency. The Contractor shall coordinate the work schedule with the Contracting Officer.

01010-1

SECTION 01010

ADMINISTRATIVE PROVISIONS – HANGAR FLOORS

1.1 DESCRIPTION OF WORK: Work of this Contract, Repair/Paint Hangar

Floors, QJVF 11-0140, comprises repair, painting, and striping/marking of hangar floors at buildings 836 and 863 located at Minot Air Force Base, North

Dakota, including all associated appurtenances, by methods inherent to type of defect, imperfection, or deterioration, thereby restoring fuel resistant reliability of the floors.

1.2 CONDUCT: The Contractor shall conduct all work in an orderly manner with a minimum disturbance and inconvenience to normal operations of the Base.

1.3 SAFETY REQUIREMENTS: The Contractor shall comply with all applicable provisions and all OSHA, NEC, and Worker's Compensation requirements.

1.4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT: The Contractor shall be paid based on the approved construction schedule milestones measured in percentages complete. The prices shall include full compensation for furnishing labor, material, tools and equipment, and for performing work involved in this Contract.

1.4.1 Floor Investigation: Contractor shall provide with

government’s representative, a visual inspection of the hangar floors to verify existing conditions and all existing measurements. Contractor shall come into agreement with government’s representative on all items included in the statement of work before any work can begin.

1.5 PROTECTION:

1.5.1 Existing Facilities: Using agencies will occupy premises during entire period of repair for the conduct of normal operations.

Contractor shall monitor weather conditions and progress of work and be prepared to provide protection for the hangar floors at the end of each day and during sudden changes in weather to prevent damage due to precipitation and/or wind.

1.5.2 Contractor shall provide protection and storage of all

materials to be incorporated into project work.

01010-2

1.6 HAZARDOUS WASTE: Hazardous waste or other materials, as defined by the Resource Conservation and Recovery Act or Applicable Federal, State or local Regulations resulting from the Contractor's operations shall be removed, by the Contractor, off base on a daily basis and be legally disposed of IAW all applicable Federal and State Regulations.

1.6.1 The contractor is required to capture all waste from the preparation of the hangar floors for refinishing and legally dispose of this waste as required by local, state, and federal regulations. No waste is allowed to be placed in any drain or catch basin. Report any suspected storm water contamination to 5 CES/CEAN.

1.7 DISMANTLING, DEMOLITION AND MATERIAL DISPOSITION:

1.7.1 Removal of Salvage: Contractor shall remove items to the extent required, with all removed materials and unsalvageable items hauled and disposed of off base. All materials salvaged for reuse shall receive prior approval of the Contracting Officer before reuse. Materials not acceptable for reuse shall be disposed of and replaced with new materials as hereinafter specified.

1.7.2 Sequence and method of operation shall be such that maximum practicable protection is provided for personnel, materials, equipment, aircraft and structures to minimize the spread of dust, flying particles, and intrusion of unfavorable weather at all times.

1.8 CLEANUP: Contractor shall maintain site and floor area clear of all debris resulting from his/her work at all times. This shall include policing work area each day and removing any windblown debris or materials from this area of operation. No materials or debris shall be permitted to be burned on the Base. All debris and unsalvageable waste materials shall become property of Contractor, and shall be disposed of in an appropriate container (i.e.

roll-off dumpster) and the container shall be emptied, once it becomes full to max capacity, off Minot Air Force Base in an approved landfill. Debris shall not be permitted to accumulate, unless deposited in an approved manner, and in a covered container. Debris shall not overflow the container at any time.

1.9 STORM-WATER REMOVAL: Contractor shall be responsible for removal of water in areas scheduled for daily work performance. Water removal shall be by pumping, siphoning, absorbent mopping, high-pressure air, brooming and/or combinations thereof or other approved methods that shall not cause any damage to the hangar floors, surrounding structures, landscape, etc. All storm water removal shall be in compliance with the Clean Water Act.

1.10 SNOW REMOVAL: If applicable, Contractor shall be responsible for removal of all snow and ice in areas scheduled for daily work performance.

Contractor shall dump snow and ice on ground at locations approved by

01010-3

Government representative. Care should be given by contractor not to damage landscaping, ground based equipment, or block any sidewalks, driveways, roads or doors.

01300-1

SECTION 01300

SUBMITTALS

1.1 PROCEDURES:

1.1.1 The contractor shall be required to submit items listed in AF

Form 66, Schedule of Materials Submittals (pages 1300-3 thru 6 in this section).

1.1.2 Transmit each item under AF 3000, Material Approval Submittal form (Please see Attachment at the end of this section). Identify contract number, project number, and contractor. Identify section and paragraph reference for each item submitted with the AF 3000. Submit five (5) copies unless otherwise required elsewhere in the specification.

1.1.3 Unless specifically stated otherwise elsewhere in this

specification, each submittal shall be approved by the Contracting Officer prior to incorporation of materials into the work.

1.1.4 Approvals of submittals which do not conform to the Contract shall not be construed as a change to the contract.

1.1.5 The contractor shall fill in the "Required Submission Date" on the AF Form 66s with the date he plans on submitting the submittals to the Government. A copy of the AF Form 66s with the required submission date filled in shall be submitted to the Contracting Officer for use by the contract administrator. Submit in accordance with Section 01300.

1.2 MANUFACTURER'S DATA AND SAMPLES: For the following types of submittals when a specific product of a specific manufacturer is identified

(by catalog or product number, pattern, or style) and the contractor does not desire to propose an alternate product as an equal, where an equal is allowed, a detailed submittal will not be required. The contractor shall submit on an AF Form 3000 a list of submittals for which the specified products will be used. Submit in accordance with procedures identified in

1.1 above. Contractor shall ensure that all floor coating products are from the same manufacturer.

1.2.1 Product Data: Submit complete manufacturer's literature which describes all salient characteristics identified as requirements in the specification. Literature which is not specific to the proposed product shall be marked to indicate clearly which item is being proposed for use in this contract.

01300-2

1.2.2 Manufacturer's Certification: Submit a statement from the product manufacturer that proposed products meet the specified standards and other salient characteristics identified as requirements in the specification.

1.2.3 Installation Instructions: Submit manufacturer's printed instructions for delivery, storage, assembly, installation, start-up (if applicable) and adjustments. Information shall include temperature restrictions and any other environmental limitations as well as substrate preparation requirements if any exist.

1.2.4 Samples:

1.2.4.1 Submit full range of manufacturer's standard colors, textures, and patterns for specified items for selection by the Contracting

Officer.

1.2.4.2 Submit samples to illustrate performance and

functional characteristics of the product. Samples shall include integral parts, attachment devices and specified accessories. Provide full identification information on each sample.

1.3 SHOP DRAWINGS: Drawings shall illustrate how the specified materials are integrated into the work as a whole. Adjacent materials which affect the complete installation of the specified products shall be shown and identified.

Deviations from Contract drawings shall be clearly identified and reason for deviation clearly explained.

1.4 TEST DATA: Test results shall be dated and signed by the agency performing the test.

1.5 WARRANTY: Submit detailed warranty information which identifies specifically items covered as well as exclusions from the warranty and the warranty period. All copies shall be dated and signed by an authorized officer of the company. The officer's name and title shall be typed on the warranty adjacent to the signature.

1.6 OPERATION/MAINTENANCE INSTRUCTIONS: Submit manufacturer's published instructions.

1.7 MISCELLANEOUS SUBMITTALS: Submittals which are none of the above types shall meet the specific requirements identified in the referenced paragraph of the Specification Section identified in the schedule.

AF Form 66 QJVF 11-0140

SCHEDULE OF MATERIALS SUBMITTALS Project Number

Project Title:

Repair/Paint Hangar Floor - Bldg 836 & 863

Solicitation/Contract Number

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

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APPROVED DISAPPROVED

SECTION 01000/1.9

CONSTRUCTION PROGRESS

SCHEDULE (AF IMT 3064)

SECTION 01000/1.9

CONSTRUCTION PROGRESS

REPORT (AF IMT 3065)

SECTION 01000/1.16

QUALITY CONTROL

INSPECTOR

SECTION 01300/1.1.2

MATERIAL APPROVAL

SUBMITTAL (AF IMT 3000)

SECTION 01431/1.3.1

ENVIRONMENTAL POLLUTION

CONTROL PROPOSAL

SECTION 01431/3.1

PRECONSTRUCTION SURVEY

SECTION 01431/3.5.1, 3.5.1.3

STORM WATER POLLUTION

PREVENTION PLAN

SECTION 01431/3.5.1, 3.5.1.3

NOTICE OF INTENT

SECTION 01431/3.7.1.2

ASBESTOS SURVEY REPORT

SECTION 01431/3.7.1.3

NOTIFICATION OF

DEMOLITION AND

RENOVATION (SFN 17987)

SECTION 01431/3.7.2.1 LEAD-

BASED PAINT SURVEY

REPORT

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SECTION 01431/3.7.3.2.5

WASTE SHIPPING

DOCUMENTS AND MANIFEST

SECTION 01431/3.8

HAZARDOUS MATERIALS

AUTHORIZATION

INFORMATION

SECTION 01431/3.8.3

HAZARDOUS MATERIAL

USAGE DATA (MONTHLY)

SECTION 01431/3.8.7

HAZARDOUS MATERIALS

USAGE DATA (COMPLETION)

SECTION 01431/3.9.2

RECYCLED CONTENT REPORT

SECTION 01431/3.10.2

C&D TONNAGE REPORT

SECTION 01431/3.12.4.5

DISPOSAL DOCUMENTS AND

WEIGHT TICKETS

SECTION 01431/3.12.5

SOLID WASTE DIVERSION

REPORT

SECTION 01431/3.12.6

WASTE DISPOSAL PLAN

SECTION 03 01 30.71/1.3

PRODUCT DATA

CERTIFICATE OF COMPLIANCE

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Attachment No. 01 (01300) Page 1 of 2 QJVF 11-0140

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

Form Approved OMB No 9000-0062 Expires May 31, 2005

Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC

TO: (Contracting Officer) FROM: (Contractor) DATE (YYYYMMDD)

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Catalog Number, Mfg., etc.)

AP-

PROVED

DISAP-

PROVED

SEE

REVERSE

INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

DATE (YYYYMMDD) TYPE OR PRINT NAME AND TITLE SIGNATURE

FOR GOVERNMENT USE ONLY

TO: (Base Civil Engineering Officer)

For Evaluation and Action

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (AF Contracting Office)

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (Contractor)

DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

APPROVED

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW.

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.

Attachment No. 01 (01300) Page 2 of 2 QJVF 11-0140

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.

AF IMT 3000, 20030901, V1 (REVERSE)

01431-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01431

ENVIRONMENTAL PROTECTION

1. GENERAL:

1.1 The Contractor shall perform all work in such manner as to minimize the polluting of air, water, or land, and shall, within reasonable limits, control noise and the disposal of solid waste materials, as well as other pollutants. Recycling of construction and demolition debris is required when economically advantageous.

1.2 REFERENCES: The publications listed below form a part of this specification to the extent referenced. All references listed in these specifications are intended to be the current version or edition, unless specifically identified otherwise. The Contractor shall conform to the

Occupational Safety & Health Act, Environmental Protection Agency, North

Dakota Department of Health, U.S. Air Force and all other Federal, State and

Local environmental regulatory requirements.

29 CFR Occupational Safety and Health Administration Code of Federal

Regulations

40 CFR Environmental Protection Agency Code of Federal Regulations

49 CFR Department of Transportation Code of Federal Regulations

EO 13423 Executive Order, Strengthening Federal Environmental, Energy, and Transportation Management

EO 13514 Executive Order, Federal Leadership in Environmental, Energy, and Economic Performance

EM 385-1-1 U.S. Army Corps of Engineers Safety and Health

Requirements Manual(1996)

WETLANDS U.S. Army Corps of Engineers Wetlands Delineation Manual

AFI 32-7042 Air Force Instruction, Waste Management

AFI 32-7080 Air Force Instruction Pollution Prevention

AFI 32-7086 Air Force Instruction, Hazardous Materials Management

Federal Acquisition Regulation

01431-2

1.3 IMPLEMENTATION: Within 20 calendar days after Notice to Proceed and prior to commencement of the work at the site, the Contractor shall:

1.3.1 Detail their proposal for implementing the requirements for environmental pollution control specified herein. Submit in accordance with the submittal table.

1.4 SUBMITTALS: In accordance with Section 01300, Submittals, the

Contractor shall submit the following as indicated in the paragraphs in

Section 01431:

1.4.1 Environmental Pollution Control Proposal/1.3.1

1.4.2 Preconstruction Survey/3.1

1.4.3 Waste Shipping Documents and Manifest/3.7

1.4.4 Hazardous Materials Authorization Information/3.8

1.4.5 Hazardous Material Usage Data (Monthly)/3.8.3

1.4.6 Hazardous Materials Usage Data (Completion)/3.8.5

1.4.7 Recycled Content Report/3.9.2

1.4.8 C&D Report/3.10.1

1.4.9 Disposal Documents and Weight Tickets/3.12.4

1.4.10 Solid Waste Diversion Report/3.12.5

1.4.11 Waste Disposal Plan/3.12.6

1.4.12 Notification of Demolition and Renovation (SFN

17987)/3.7.1.3

1.4.13 Storm Water Pollution Prevention Plan/3.5.1, 3.5.1.3

1.4.14 Notice of Intent/3.5.1, 3.5.1.3

2. PRODUCTS: (Not Used)

3. EXECUTION:

3.1 PRECONSTRUCTION SURVEY: Prior to start of any on-site construction activities, the Contractor shall make a condition survey after which the

Contractor shall record on a layout plan the condition of trees, shrubs and

01431-3 grassed areas immediately adjacent to the site of the work and adjacent to his assigned storage area and access route as applicable. Submit in accordance with the submittal table.

3.2 PERMITS AND FEES: No separate payment will be made for work covered under this section. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. All costs associated with this section shall be included in the contract price. The Contractor shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations.

3.2.1 The Contractor shall be responsible for obtaining and

complying with all environmental permits and commitments required by Federal, State, regional, and local environmental laws and regulations.

3.2.2DEMOLITION AND RENOVATION WORK: Contractors shall notify the

North Dakota Department of Health, Air Quality Program, 918 East Divide

Avenue, 2nd Floor, Bismarck, 58501-1947 through submittal of Form SFN 17987

“Notification of Demolition and Renovation” ten (10) days prior to beginning any demolition work. Contractors shall submit a completed copy of the NDDH

Notification of Demolition and Renovation (SFN 17987) Form to 5 CES/CEAN 10 days prior to beginning any demolition work.

3.3 PROTECTION OF LAND AREAS: Except for work areas, storage areas, or access routes specifically assigned for the use of the Contractor under this contract, the land areas outside the limits of permanent work performed under this contract shall be preserved in their present condition. The Contractor shall confine his construction activities to areas defined for work on the plans or specifically assigned for his use. Storage and related areas and access routes required temporarily by the Contractor in the performance of the work will be assigned by the Contracting Officer.

3.4 PROTECTION OF TREES AND SHRUBS: Except for trees or shrubs marked on the plans to be removed, the Contractor shall not deface, injure or destroy trees or shrubs, nor remove or cut them without special authority. No ropes, cables, or guys shall be fastened to or attached to any existing nearby trees for anchorage.

3.4.1 Tree Protective Structures: Where, in the opinion of the

Contracting Officer, trees may possibly be defaced, bruised, injured, or otherwise damaged by the Contractor's equipment or by his other operations, he may direct the Contractor to provide temporary protection of such trees by placing boards, planks, or poles around them.

3.4.2 Restoration of Damaged Trees: Any tree scarred or damaged by the Contractor's equipment or operations shall be restored as nearly as

01431-4 possible to its original condition at the Contractor's expense. All scars made on trees not designated on the plans to be removed by construction operations shall be coated as soon as possible with an approved tree wound dressing. Trees that are to remain, either within or outside established clearing limits, that are damaged by the Contractor so as to be beyond saving in the opinion of the Contracting Officer shall be immediately removed, if so directed, and replaced with a nursery-grown tree of the same species and size.

3.5 WATER RESOURCES AND STORM WATER DISCHARGE: The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. The Contractor shall monitor all water areas affected by construction activities.

3.5.1 NPDES Storm Water Program General Construction Permit

3.5.1.1LARGE CONSTRUCTION:

3.5.1.1.1 Large Construction Activity is defined as a

site that is 5 acres or greater in size. The Contractor shall submit a Notice of Intent (NOI) form, a Storm Water Pollution Prevention Plan (SWPPP) and other guidelines for each large construction site, to be in compliance with

North Dakota Storm Water requirements. Permit and forms are available through the North Dakota Department of Health web-site: http://www.ndhealth.gov/WQ.

3.5.1.1.2 A Storm Water Pollution Prevention Plan must

meet the basic requirements of the SWPPP provided in Part IV of the General

Permit.

3.5.1.1.3 The NOI package shall be routed through the

5th Civil Engineer Squadron, Environmental Management Element Office (5

CES/CEAN) 10 days prior to construction start date.

3.5.1.1.4 The SWPPP must be maintained on the

construction site and sent to the NDDH along with the NOI.

3.5.1.1.5 During construction the contractor shall

perform inspections as outlined in Part III of the General Permit.

3.5.1.1.6 After the site has achieved final

stabilization the contractor will submit the Notice of Termination (NOT). A copy of the NOT shall be submitted to the 5 CES/CEAN.

3.5.1.2SMALL CONSTRUCTION:

http://www.ndhealth.gov/WQ

01431-5

3.5.1.2.1 Small Construction Activity is defined as a

site that is equal to or greater than 1 acre and less than 5 acres in size.

This also includes sites that are less than 1 acre in total land area that are part of a large common plan of development or sale if the larger common plan will ultimately disturb greater than or equal to 1 acre. The Contractor shall submit 1 single Notice of Intent (NOI) form to obtain coverage for all an owner/operators Small Construction Activities. A SWPPP must be developed and implemented but not submitted to the Department unless requested. Permit and forms are available through the NDDH web-site.

3.5.1.3CONSTRUCTION ACTIVITY LESS THAN ONE ACRE:

3.5.1.3.1 For construction activity that disturbs less

than 1 acre of land the Contractor shall implement Best Management Practices

(BMPs) outlined in Section D, Erosion and Sediment Controls.

3.5.1.4WETLANDS, EROSION AND SEDIMENT CONTROLS:

3.5.1.4.1 WETLANDS: The Contractor shall not

enter, disturb, destroy, place fill into, or allow discharge of contaminants into any wetlands except as specifically authorized herein. The Contractor shall be responsible for the protection of wetlands on Minot AFB.

Authorization to enter specific wetlands identified shall not relieve the

Contractor from any obligation to protect other wetlands within, adjacent to, or in the vicinity of the construction site and associated boundaries. Maps showing locations of wetlands within Minot AFB can be obtained from the 5

CES/CEAN.

3.5.1.4.2 The Contractor shall be responsible for

providing erosion and sediment control measures in accordance with Federal, State and local laws. This applies in all cases, even for construction activity that disturbs less than an acre of soil. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor’s construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. The Contractor shall construct or install temporary and permanent erosion and sediment control best management practices (BMPs). BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. The

Contractor’s best management practices shall also be in accordance with the

Base National Pollutant Discharge Elimination System (NPDES) Storm Water

Pollution Prevention Plan (SWPPP) which may be reviewed at the Minot AFB

Environmental Management Office. Any temporary measures shall be removed after the area has been stabilized.

01431-6

3.5.2 The contractor shall not discharge any contaminated materials into the storm drain system on Base. NDDH authorizes the following non-storm water discharges: fire fighting activities; fire hydrant flushing; potable water line flushing; infrequent building and equipment wash down without detergents; uncontaminated foundation/footing drains, springs, lawn watering and air conditioning condensate.

3.5.3SANITARY SEWER: The Contractor shall not dump any restricted materials down the sanitary sewer or wastewater disposal system without approval of the Air Force. All discharges to the sewer shall meet Federal, State, and Local regulatory requirements and shall meet the permit requirements limiting Minot AFB discharges. The base sewer discharge is tested routinely for conformance requirements.

3.5.4 For discharge of ground water, the Contractor shall obtain a

State permit specific for pumping and discharging ground water prior to surface discharging in accordance with the requirements of the State Storm

Water Discharges From Construction Sites permit. Refer to the NDDH web site.

3.5.5 PROTECTION OF WATER RESOURCES: The Contractor shall control the disposal of fuels, oils, bitumen, calcium chloride, acids or harmful materials, both on and off the Government premises and shall comply with applicable federal, state, county and municipal laws concerning pollution of rivers, streams, and wetlands while performing work under this contract.

Special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, herbicides, and insecticides from entering public waters. Water used in on-site material processing, concrete curing, foundation and concrete cleanup, and other waste waters shall not be allowed to reenter a stream if an increase in the turbidity of the stream could result there from.

dewatering.

3.5.5.1 Disposal of water generated during construction

3.5.5.2 DEWATERING OF GROUNDWATER: For temporary dewatering

of groundwater encountered during construction, the Contractor shall land apply all water generated at the locations indicated on drawings in accordance with Paragraph: LAND APPLICATION.

3.5.5.3 LAND APPLICATION: Land application shall follow

state requirements; however, no permit will be necessary. "Land application" implies that the Contractor shall discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, defined drainage areas, or discharge into the

"waters of the State" shall occur. The Contractor shall contact the State of

North Dakota, Division of Water Quality and Permit Program, to discuss the water quality parameters for chemical contaminants (such as chlorine), oil, 01431-7 grease, and total suspended solids and shall ensure that all water intended for land application will meet the state requirements.

3.5.6 EROSION AND SEDIMENT CONTROL: The Contractor shall be

responsible for providing erosion and sediment control measures in accordance with local, state, and federal regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that local, state, and federal water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be held to a minimum. For areas subject to erosion including, but not limited to, steep slopes, soils spreading areas, and stockpile areas, the Contractor shall disturb as little vegetation as possible, minimize the period of time that the soil is exposed, prevent surface water runoff from flowing across disturbed areas, stabilize disturbed soils as soon as possible, and provide adequate drainage for the increased runoff. Sedimentation/erosion control features may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins.

Runoff management practices should be employed in areas where the potential for storm water contamination exists that cannot be addressed by a prevention or source reduction measure. Runoff management procedures may include vegetative swales, reuse of collected storm water, infiltration devices, and detention/sedimentation basins. Any erosion and sediment control measures which are damaged or found to be ineffective shall be remedied by the

Contractor at no additional cost to the Government. Any areas damaged by erosion shall be repaired by the Contractor at no additional cost to the

Government.

3.5.7 SPILL PREVENTION AND RESPONSE PLAN: The Contractor shall include a Spill Prevention and Response Plan in the Implementation Proposal.

The plan shall describe the Contractor's procedures for preventing and responding to spills of hazardous materials.

3.6 AIR QUALITY: Equipment operation, activities, or processes performed by the Contractor shall be in accordance with all Federal and State air emission and performance laws and standards.

3.6.1 Burning of material is not allowed on base by the Contractor.

3.6.2 PARTICULATES: The contractor shall not operate a

construction site or demolition project unless reasonable precautions are taken to control emissions of particulate matter such as dust and other airborne construction debris. Such emissions of airborne particulate matter shall not exceed 20% opacity as defined in 40 CFR 60 Appendix A.

01431-8

3.6.3 SOUND INTRUSIONS: The Contractor shall keep construction activities under surveillance and control to minimize environment damage by noise.

3.6.4 OZONE DEPLETING CHEMICALS (ODCs): The contractor shall ensure activities performed under this contract are in compliance with the Air Force

Policy on ODCs. The contractor shall not purchase, use, or specify the use of any Class I ODC in the production, design, or maintenance of the end item.

Class II ODCs may be used or specified only with the written approval of the

Contracting Officer.

3.6.4.1 AIR CONDITIONING & REFRIGERATION EQUIPMENT: Any

maintenance, repair and demolition work to air conditioning and refrigeration equipment shall require that all CFC (Chlorofluorocarbons) handling standards be met. The contractor shall not furnish any equipment that requires the use of ozone depleting chemicals nor shall he vent or cause to be vented CFC or

HCFC (Hydrochlorofluorocarbons) refrigerants or other mixtures containing

CFCs to the atmosphere during repair, maintenance or demolition work on the equipment covered by this contract.