10-6020 Specs

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

FOR PROJECT

QJVF 10-6020

REPAIR F-01 LIFT STATION

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, MISSILE ENGINEERING FLIGHT

MINOT AIR FORCE BASE, NORTH DAKOTA

APRIL 2010

i

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS SECTION PAGES

01005 Administrative Procedures (4 attachments) 01005-1 thru 12 01300 Submittals (1 attachment) 01300-1 thru 6 01430 Environmental Protection 01430-1 thru 4 01781 Operation and Maintenance Data 01781-1 thru 5

DIVISION 2 - SITEWORK

02220 Demolition 02220-1 thru 4 02300 Earthwork 02300-1 thru 9 02531 Sanitary Sewers 02531-1 thru 7 02536 Packaged Sewage Lift Stations, Grinder Pump Type 02536-1 thru 8 02921 Seeding 02921-1 thru 5

DIVISION 3 - CONCRETE

03307 Concrete for Minor Structures 03307-1 thru 8

DIVISION 16 - ELECTRICAL

16050 Basic Electrical Materials and Methods 16050-1 thru 6

DIVISION l - GENERAL REQUIREMENTS

SECTION 01005

ADMINISTRATIVE PROCEDURES

1. DESCRIPTION OF WORK:

1.1 GENERAL: The work covered by these specifications consists of furnishing all plant, labor, equipment, materials, insurance, and duties for performing all operations in connection with replacing the sewage lift station at Foxtrot 01 (F-01) Missile Alert Facility (MAF) in strict accordance with these specifications and applicable drawings and subject to the terms and conditions of the contract. Work includes demolition of existing sewer and electrical utilities along with existing concrete features; providing new lift station; sewer and electrical utilities; excavation, embankment and backfill;

constructing concrete pads; and excavation dewatering.

1.1.1 The drawings attached to the specifications show the general arrangement and approximate dimensions at the site. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ACCURACY REQUIRED FOR THE PROPER ACCOMPLISHMENT OF THE WORK.

1.2 PRINCIPAL FEATURES:

1.2.1 This work is in a limited access area above ground which must remain in use during and after working hours, including weekends, Federal Holidays and the workdays Federal Holidays are observed. The work to be performed is in a restricted area and the contractor shall comply with all Air Force security requirements.

1.2.2 The Contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning 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 Contract Progress Report (AF IMT 3065, see Attachment No. 02), any apparent, anticipated or proposed deviation from the previously approved schedule.

1.2.3 The Construction Progress Schedule shall be prepared in coordination with the Contracting Officer to help maximize the efficiency of the Contractor’s schedule. Wing operational requirements, both real and exercise, however, take precedence over the scheduling of this work. The site shall be worked as determined by the Contracting Officer/Government Representative, without exception. The schedule, once established, shall be considered firm.

1.2.4 The contractor shall provide the MAF with an operating

sanitary sewer system for the duration of the contract except for one (1) ten

(10) hour period for change over to the new lift station system. During this ten hour period the contractor shall coordinate with the Government to shutdown sewer flows from the MAF building. The contractor shall provide the Government with a portable privy for the building occupant’s use during this

01005-1 ten hour period. The contractor may divert sewer flows from the MAF into the lower lagoon and also drain the upper lagoon into the lower lagoon for the duration of the contract to facilitate construction operations. The contractor shall provide the Contracting Officer with a work plan including a time schedule describing how they intend to provide the MAF with an operating sanitary sewer system for the duration of the contract for the Contracting Officer’s approval.

1.3 GOVERNMENT RESPONSIBILITIES IN THESE SPECIFICATIONS: The Government shall accomplish or provide the following:

1.3.1 Permits to Construct and Notice to Proceed.

1.3.2 Government inspector/escort.

1.3.3 Contract specifications and drawings.

1.3.4 Signed and dated returned submittals.

1.3.5 Site and area access security.

1.3.6 Develop/process Entry Authorization List (EAL) for Contractor site access.

1.3.7 Contractor needs to be aware of the likely presence of lead based paint in this project.

1.4 CONTRACTOR’S USE OF PREMISES: The Inter-Continental Ballistic Missile (ICBM) MAF is under the control of and within the vicinity of the 91st Missile Wing, Minot Air Force Base, North Dakota. The MAF is a continuously manned, secure installation. Specific security and access regulations apply. The general work areas are shown on the drawings. All work areas are within the secured areas and require a Government inspector/escort at all times.

1.4.1 Owner Occupancy: The sites are operational facilities.

Adhere to all applicable United States Air Force (USAF) regulations and procedures regarding security, site access, inspection, and safety.

Continued functional use of the site by the USAF is required.

1.4.2 Construction Operations: USAF controls the site, the 25-foot perimeter area outside the security fence, and the access road easement.

Property outside the above defined areas is not under USAF control and the Contractor shall not trespass, but shall first obtain written permission from the landowner, if necessary for equipment storage, stating the U.S. Government shall be held harmless from any damage caused by the Contractor during duty and non-duty hours for use of the private land. The Contractor shall be responsible for any negotiations concerning construction easement and storage of materials on private lands.

1.4.2.1 Contractor vehicles and trailers shall be allowed to

park inside the security fence to deliver materials or equipment required to support the work under this contract. Vehicles and equipment trailers shall be allowed on site during work performance only and shall not remain parked inside the security fence overnight with the exception of one (1) trailer.

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Contractor vehicles and equipment will be placed so as not to interfere with gates, emergency escape routes, antennae and other above ground structures or the helicopter pad. No equipment shall be parked and no materials stockpiled within 100 feet of the outer edge of the helicopter pad. Vehicles may be parked in the Air Force access area but any such parked vehicles must be clear of the boundary fence by a minimum of 25 feet and a minimum of 50 feet from the centerline of the access road. Privately owned vehicles are not allowed on the site. Vehicles that are needed to conduct the work must be registered to the company listed on the EAL.

1.4.2.2 The Contractor will be permitted to store

construction materials at the site in a location coordinated with the Facility Manager (FM) (with the approval of the Government inspector/escort).

The Contractor shall be responsible for arranging for storage of all other construction equipment and materials during the course of the project.

1.4.2.3 Once equipment and supplies are brought inside the

fence, Government inspector/escort personnel are required to accompany and advise Contractor personnel in placement and removal of such items. The Government shall not be responsible for loss of Contractor material, tools, or equipment.

1.4.2.4 The Contractor shall clean up the work area debris

and shall ensure the security of equipment, tools, and work/contract materials is accomplished before the end of the workday.

1.4.2.5 Government representative may perform on-going

verification of compliance of equipment used for construction. The equipment approved must be the equipment used.

1.4.3 Site Work Schedule: Work hours shall be 0730 to 1800 Monday through Thursday, exclusions are Friday, Saturday, Sunday, Federal Holidays and the workdays Federal Holidays are observed. The schedule shall include the sequence of work that will be performed and the dates on which work will be started and completed. Coordination with the Government Representative needs to occur two (2) working days prior to the expected site work in order to ensure Inspector availability.

1.5 ENTRY AND SITE REGULATIONS:

1.5.1 Entry: In order to gain entry onto a facility, Contractor personnel must be listed on an Entry Authorization List (EAL), identified by Government inspector/escort personnel, and physically escorted on site by authorized Government inspector/escort personnel. Entry procedures listed below may change in accordance with increased threat levels without prior notice.

1.5.1.1 Twenty (20) working days prior to the initial

commencement of work, the Contractor must submit to the Contracting Officer a list showing the full name (EXACTLY as it appears on the ID), birth date, Social Security Account Number (SSAN), and two (2) forms of credentialed ID for each employee being utilized for on-site work (both of which must be photo). The following are acceptable: passport, state issued driver’s license, state issued photo identification, Social Security card, or Base

01005-3 identification (only if issued from previous contract). The Contractor must include with the EAL submittal a photocopy of the ID’s to be used. One of the forms of identification must have a SSAN on it. This list will be used to prepare the EAL referenced above. Foremen, supervisors, and superintendents must be identified as such on the Contractor's list for identification on the EAL. Deletions to the EAL may be made without preparing a new list but must be requested by the Contractor in writing.

However, a new list must be submitted by the Contractor for any addition to the EAL. All requested changes in writing to an approved list submitted between the 1st and 15th of the month inclusive shall be in place by the end of that month. All requested changes in writing to an approved list submitted between the 16th and end of the month inclusive shall be in place by the 15th of the following month.

1.5.1.2 Upon arrival at the MAF, Contractor personnel will

contact the Flight Security Controller (FSC) using the gate intercom telephone and inform the FSC of their presence at the security gate.

Contractor personnel must remain outside of the security fence and in or near their vehicle until the arrival of the Government inspector/escort. Each MAF is assigned to a specific squadron. The 91st Security Forces Squadron controls access to and from the sites.

1.5.1.3 Upon arrival, the Government inspector/escort will

identify and search all Contractor personnel. All Contractor personnel will provide the Government inspector/escort with two (2) forms of photo identification stating the employee’s full name and SSAN. These two forms of identification shall be the same two forms of ID used to generate the EAL.

The Contractor's vehicles, storage trailers and equipment will be checked and possibly searched prior to site entry. Contractor vehicles shall be clearly marked identifying each contracting firm.

1.5.1.4 If Contractor personnel are not listed on the EAL, or those who are listed cannot provide proper identification, they will not be permitted on the site. Delays caused by lack of proper EAL data or proper identification shall be at no cost to the Government.

1.5.1.5 Processing onto and off of the site will require

approximately 30 minutes per day and will not be considered delay time.

Also, the contractor must allow approximately 30 minutes of downtime daily for Capsule Crew changeover and will not be considered security delay time.

1.5.2 Security: The Contractor shall:

1.5.2.1 Protect all Government property.

1.5.2.2 Comply with base physical security regulations and

procedures.

1.5.2.3 The Government inspector/escort will be responsible

for on-site security.

1.5.2.3.1 While work is in progress, the Contractor

may be required to remove his personnel due to Alert status, real or exercise.

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1.5.2.3.2 When work is being done in the LCC or

Tunnel Junction, the Contractor crew must all stay together. If one person leaves for any reason, all must leave. Maximum number of Contractor’s personnel permitted in each Tunnel Junction (TJ) or elevator shaft will be six (6) and six (6) in the LCC (below the floor).

1.5.2.4 During all on-site work, the Contractor personnel

will be accompanied and continuously monitored by one (1) Government inspector/escort. Failure to remain within the area being monitored is a serious breach of security and safety regulations. The Contractor will take all necessary action to ensure compliance. The Contracting Officer reserves the right to deny entry to or take action with any Contractor personnel who refuses to conform to security and/or safety regulations. Delays resulting from such entry denial shall not result in any cost to the Government or schedule delay. Also, the Government can take any action necessary due to the security breach at no additional cost to the Government.

1.6 SAFETY:

1.6.1 The Contractor will comply with the most recent Occupational Safety and Health Administration (OSHA) regulations. OSHA Subpart 1926 and 1910 will be enforced.

1.6.1.1 IAW AFOSH Std 91-25, 1 February 1998, Safety, Confined Spaces, Chapter 7, when an organization arranges to have a contractor perform work that involves a permit-required space entry, the organization shall follow the criteria in this chapter.

1.6.2 The Contractor shall submit, within ten (10) working days prior to commencement of work, to the Contracting Officer, in writing, the name of the designated on-site person responsible for ensuring that all safety and accident prevention provisions of this specification are implemented and enforced. The Contractor shall ensure that all Contractor personnel receive safety training and briefings and that all safety inspections, practices, and procedures are complied with.

1.6.3 The Contractor shall indoctrinate each employee to ensure clear understanding of the following subject areas including, but not limited to:

1.6.3.1 The purpose of the accident prevention program (i.e., to minimize hazards and prevent injuries).

1.6.3.2 A review of the hazards inherent in the work

environment and the precautions to be taken.

1.6.3.3 Location of first aid and other emergency facilities.

(The Contractor shall maintain a complete first aid kit on site at all times).

1.6.3.4 A detailed description of what to do in case of

injury, fire, or identification of a safety hazard.

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1.6.3.5 Required safety equipment and its location on site.

Safety equipment includes but is not limited to earplugs, goggles, face shields, safety harness/lanyards, protective clothing, and hard-hats. All personnel will wear safety equipment when required by the Contractor, Contracting Officer, or Government inspector/escort.

1.6.3.6 Review of daily cleanup procedures.

1.6.3.7 Location of company safety rules (posted or handout).

1.6.3.8 Identification of the Contractor employees

responsible for safety/accident prevention.

1.6.4 In addition to normal safety practices, the Contractor will comply with the following requirements:

1.6.4.1 The safety of Contractor personnel on-site is the

responsibility of the Contractor.

1.6.4.2 The Contractor and on-site superintendent shall

attend an Air Force safety briefing conducted at the pre-construction meeting and comply with all safety procedures. The Contractor shall know how to protect Air Force personnel from all potential hazards, falls, electrical, fumes due to poor air circulation, etc.

1.6.4.3 All personnel shall comply with Air Force on-site

safety procedures and additional procedures as directed by the Contracting Officer or his designated representative when the Contractor's safety person is not immediately available.

1.6.4.4 Equipment shall be placed so as not to impede normal

traffic in and out of the work area, or to interfere with emergency exit from work area and off-site.

1.6.4.5 Approved emergency flashlights shall be provided by

the Contractor and shall be available in the crew's work area at all times.

1.6.4.6 All vehicles shall be in safe operating condition.

Vehicles and equipment not complying shall not be allowed on site.

1.6.5 A number of hazards inherent to the work environment must be recognized, including:

1.6.5.1 Electrical circuits and devices pose serious and

generally continuing hazards. The Contractor shall take every precaution to prevent personnel injury.

1.6.5.2 Mechanical devices (i.e., fans) can pose serious

hazards when operated. Appropriate precautions shall be taken.

1.6.5.3 Contractor shall have available means to immediately

clean up all spills.

1.6.6 First Aid and Medical Requirements:

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1.6.6.1 The Contractor shall comply with base accident

response requirements. These requirements are provided in a safety briefing by base personnel at the pre-construction conference. The Contractor shall keep these requirements on file at the working site for inspection by Air Force personnel.

1.6.6.2 The Contracting Officer or his designated

representative shall coordinate emergency medical, ambulance, or airlift requirements.

1.6.6.3 All accidents (employee injuries and vehicle, building, equipment or property damage, etc.), regardless of severity, shall be reported immediately to the Contracting Officer or his designated representative. The Contracting Officer will notify the proper authority per Air Force regulations.

1.6.6.4 Emergency Operations: The Contractor shall provide, within ten (10) working days after award, a list of key Contractor personnel and telephone numbers to the Contracting Officer to affect early notification of any emergency that arises (during non-working hours) due to an incident related to this contract. It is the responsibility of the Contractor to:

1.6.6.4.1 Notify the Government inspector/escort of

any emergency situation. The Government inspector/escort will follow local emergency procedures.

1.6.6.4.2 Ensure that all Contractor personnel are

evacuated from the site and accounted for.

1.6.6.4.3 Assist in administering first aid, as

required, and evacuate injured personnel.

1.6.6.4.4 Obtain emergency services as required.

1.6.6.4.5 Avoid movement of, and alterations to, any

possible evidence of the cause of an emergency, incident, or accident.

Removal of injured personnel or the need to prevent further damage takes precedence over this requirement.

1.6.7 Welding Safety Precaution:

1.6.7.1 Welding Safety Requirements: Before welding, the

Contractor shall obtain a welding permit from Base Fire Department, within ten (10) working days after award, before any open flame or welding operation is conducted. The Contractor shall allow five (5) workdays for processing the permit. No welding actions shall occur without the welding permit in hand and on site. The welding permit shall be renewed every 30 days. The Contractor shall conduct his work such that after any welding operation a one-hour (minimum) fire watch in the area in which welding has occurred is conducted.

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1.6.7.2 Welding will be accomplished in strict accordance

with the following: GENERAL REQUIREMENTS FOR WELDING AIR FORCE TECHNICAL

ORDER (T.O.) 21M-LGM30F-12.

1.7 OTHER CONTRACTOR REQUIREMENTS: In addition to those requirements outlined in this specification, the Contractor is responsible for the following:

1.7.1 Concealed Work: All items of work to be concealed shall be Government inspected prior to concealment.

1.7.2 Minot AFB, as a facility owner, has the responsibility to ensure that our contractors are aware of asbestos and lead-based paint hazards at our facilities. This responsibility is outlined in the “Right to Know” sections of the Occupational Safety and Health Administration (OSHA) standards 29 CFR §1926.58, General Industry; 29 CFR §1910.1025 General Industry Lead Standard; 29 CFR §1926.58, Construction Industry; 29 CFR §1910.1200 and 29 CFR §1910.1001(j) Communication of Hazards to Employees.

1.7.2.1 Asbestos: Federal law (Asbestos NESHAP regulation)

requires that the owner or operator of a demolition or renovation activity, prior to the commencement of the activity, inspect the facility or part of the facility where the renovation or demolition will occur to determine the presence of asbestos, including category I and category II non-friable asbestos-containing material; all regulated asbestos-containing material that will be disturbed as part of a renovation or demolition must be properly removed by state-certified individuals before beginning the project; all asbestos-containing waste material must be properly disposed of in an approved landfill; and the "Notification of Demolition and Renovation" form must be submitted to the Department ten days prior to beginning any demolition activity, whether or not asbestos is present, and for a renovation activity, it must be submitted ten days prior to beginning the removal if more than 160 square feet of asbestos-containing surfacing material or more than 260 linear feet of asbestos-containing thermal system insulation will be disturbed.

1.7.2.2 Polychlorinated Biphenyls (PCB): Historically, conduits in the MAF facilities which potentially contain an outer coating of polychlorinated B-phenol coal tar with or without an asbestos wrap are restricted to locations outside the facility. If a material is encountered which is suspected of containing asbestos work must be stopped immediately.

The North Dakota Department of Health has determined that this type of coating is a regulated asbestos-containing material in a friable state. When this is the case, work on the conduit must be performed by a certified asbestos worker under the supervision of a licensed asbestos abatement Contractor. Any contaminated soil material must be segregated from other excavated material and removed and disposed of off-site in a legal manner.

Any waste identified as Resource Conservation and Recovery Act (RCRA) Hazardous Waste must be marked, labeled, stored, and transported in accordance with RCRA, DOT, and all State Regulations.

1.7.2.3 Lead-based paint: The painted surfaces in the

facilities involved with this project have not been tested for lead-based paint (LBP) and therefore must be assumed to contain LBP exceeding the 1.0 milligrams per square centimeter (m/cm2) or 0.5% by weight. The work under this contract is routine maintenance, not LBP abatement. Occupational Safety

01005-8 and Health Administration (OSHA) standards 29 CFR §1910.1001, General Industry; 29 CFR §1910.1025 General Industry Lead Standard; and 29 CFR §1926.58, Construction Industry will apply in these facilities. Projects involving building improvements, maintenance or repair are not considered a lead-based paint abatement action even if the effect of the work removes or controls lead exposure potentials to the occupants. However, appropriate precautions for protecting occupants and leaving the building clean (clearance) after concluding any work disturbing paint with lead must be considered. Specific training and certification requirements (29 CFR §1926.21 or authorized state program requirements) may not be necessary for all projects. Nevertheless, it is strongly recommended that the contractor have appropriate training regarding lead-based paint. The Contractor is responsible for ensuring that no employee is exposed to lead from lead-base paint.

1.8 AVAILABILITY OF UTILITY SERVICES: Except where restricted in these specifications in other sections for certain tasks, all reasonable quantities of utilities including power up to 20 amps shall be made available to the Contractor. No temporary connections will be permitted, which may be of a semi-permanent nature. All connections shall be made by plugging into existing receptacles while work is in progress for electrical service. All extension cords must be GFI protected. All electrical cords shall be unplugged at the end of each work period. The Contractor must make arrangements for furnishing additional external electrical power for welding, drilling or additional lighting. The power generator must be located topside at a minimum distance of 10 feet from the building. Water connections, where required, shall be made with standard garden hose and hose bib fittings.

This refers only to service water for contractual work requirements. All hoses will be disconnected and valves closed to hose outlets at the end of each work shift. All hoses and/or power cords will be removed at the close of work each day so that all doors, elevator doors, and blast doors may be operated in their normal manner during Contractor non-working hours.

Electrical power plug-ins and water connections will be cleared by the Government inspector/escort before they are made.

1.9 COORDINATION AND VERIFICATION OF DIMENSIONS: The Contractor shall be responsible for coordinating his work so as to minimize interference to the operational equipment and personnel in the building, as the facility will remain operational during construction. Extreme caution shall be exercised to prevent damage to the equipment from dust, water, etc. It shall be the Contractor's responsibility to furnish drop cloths and whatever material may be required to keep equipment safe at all times from dust and debris. The Contractor, in a manner in accordance with Federal, State, and County rules and regulations, shall properly dispose of debris off site.

1.9.1 The Contractor shall visit the premises and thoroughly

familiarize himself with the details of the work and conditions prior to starting work. THE DIMENSIONS GIVEN ON THE DRAWINGS ARE FOR GENERAL

REFERENCE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

COMMENCEMENT OF THE WORK.

1.9.2 Coordinate work of the various Sections of specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later.

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1.9.3 Verify characteristics of elements of interrelated operating interdependent responsibilities for installing, connecting to and placing in service, such equipment.

1.9.4 Coordinate space requirements and installation of utility works shown on Drawings. Follow routing shown for pipes as closely as practicable, make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, maintenance, and repairs.

1.10 QUALITY OF WORKMANSHIP: The various trades involved in performing the work in this project shall be competent and highly skilled in their particular trade. Only skilled craftsmen in the trades required for the job shall be performing the work. All work shall result in the highest standards of workmanship, safety and quality. The Contracting Officer may, in writing, require the Contractor to remove from the project any employee deemed incompetent, careless, or otherwise objectionable to personal safety, equipment, or the quality of workmanship.

1.11 AS-BUILT DRAWINGS: As-Built drawings shall be prepared and submitted to the Contracting Officer as indicated on the AF Form 66. As-built drawings reflect work performed by the Contractor that differs from the contract drawings. It is therefore the Contractor’s responsibility to maintain the drawings in the most current status. Copies of the existing as-built drawings, showing the general arrangement of reinforcing steel in the structure, equipment, electrical, and so forth, will be available to the Contractor upon request to be used for additional information that may be required in performing his work. The Contractor shall be aware, however, that existing as-builts show approximate locations of structural steel and equipment only, and actual site conditions may vary from those as shown on existing as-builts.

1.11.1 The Contractor shall maintain a set of redlined full-size, as-built construction drawings marked-up to fully indicate as-built conditions. These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for review by Government personnel at all times. The location as dimensioned from permanent features, general description, type of material, and approximate depth below finished grade of all new and existing exterior underground utilities encountered shall be indicated. All variations from the contract drawings for the required coordination between trades shall be indicated.

These variations shall be shown in the same general detail utilized in the initial contract drawings. As-built construction drawing shall be furnished to the Contracting Officer for use during the final inspection.

1.12 SUBMITTALS: Submittals must be submitted by the Contractor within the number of days discussed at the pre-construction meeting. A list will be provided via an AF Form 66 according to Section 01300 SUBMITTALS.

1.13 DAMAGE TO EQUIPMENT: Contractor shall notify the Government inspector/escort or the Missile Combat Crew (MCC) Commander immediately if any damage occurs to equipment during construction operations. The MCC Commander on site will direct all emergency procedures and/or action required after damage to any equipment. Damage to areas shall be repaired by skilled

01005-10 craftsmen in the trade to the satisfaction of the Contracting Officer or his designated representative.

1.14 NOTICE OF FINAL INSPECTION: The Contractor shall, after notifying the Government inspector/escort, schedule a date with the Contracting Officer for final inspection one (1) week prior to the Contractor's projected completion of the site. A final inspection shall not be held until all discrepancies found during any pre-final inspections have been corrected.

1.15 HAZARDOUS MATERIALS: Contractor shall submit prior to contract start a Material Safety Data Sheet (MSDS) for each chemical product expected to be used during contract performance. Chemical products include, but are not limited to, paint, sealants, cement/grout, curing agents, welding gases, fuels, adhesives, and solvents/paint thinners, any of which may or may not be hazardous. A monthly usage report shall be submitted to Contracting Officer in accordance with the Contractor Report for Hazardous Materials (see Attachment No. 03). Hazardous material shall be designed in the latest version of Federal Standard No. 313.

1.16 HAZARDOUS WASTE: Any hazardous waste generated by the Contractor shall become the property of the Contractor. The generation and disposal of all hazardous waste shall be the responsibility of the Contractor and shall be managed and disposed in accordance with all Federal and State hazardous waste and toxic substance control regulations. The Contractor shall submit to the Contracting Officer or designated representative a Contractor Report for Hazardous Waste Generation (See Attachment No. 04) no later than 7 days after the end of each contract month. If the waste is RCRA hazardous, a copy of the initial Uniform Hazardous Waste Manifest shall be submitted in addition to the Contractor Report for Hazardous Waste no later than 7 days after the hazardous waste is removed for disposal. The Contractor shall submit a copy of the signed return Uniform Hazardous Waste Manifest no later than 7 days after Contractor receives the return Manifest.”

1.17 CONSTRUCTION DEMOLITION DEBRIS: Materials not to be returned to the Government and all Contractor-generated rubbish, if not recycled, shall be disposed of by the Contractor off site at his own expense, and in compliance with applicable environmental codes and regulations of governing authorities.

1.18 REFERENCE STANDARDS:

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

1.18.2 The date of the standard is the latest in effect.

1.19 CONSTRUCTION DEMOLITION DEBRIS: If the construction rubbish is recycled, Contractor shall submit to the Contracting Officer or designated representative a report each quarter as to what was recycled, weight of each recycled/reused material, and where recycled/reused.

1.20 EXCAVATION PERMIT: Prior to any excavation, an approved excavation permit shall be obtained by the contractor. Excavation permits must be approved by the Base Civil Engineer. Base Civil Engineering personnel will

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01005-12 provide to the contractor all necessary record drawings to facilitate locating utility lines and underground structures.

1.20.1 North Dakota One-Call: The contractor must also notify North Dakota One-Call at 1-800-795-0555 at least 48 hours before digging, excluding weekends and holidays. Be prepared to pinpoint the location of your dig site with the exact street address, directions and suffixes (lane, street, drive), or township, range, section and quarter section.

1.20.2 Excavation near Utility Lines: Existing utility lines, both government-owned and leased, shall be protected from damage during excavation and backfilling. The contractor shall be held liable for damage to lines that are within ten (10) feet of where they are shown on the excavation permit drawing and/or contract drawings. Those lines damaged shall be repaired to original or better condition. Lines damaged that are ten (10) feet or greater away from where they are indicated on excavation permit drawings and/or contract drawings shall be the responsibility of the government. Mechanical digging shall not commence, within ten (10) feet of buried utility lines, until locations of those lines have been established and properly verified by hand digging. A minimum of five working days should be allowed for agency response to contractor requests for identifying and marking buried utility line routes. Any private buried cable or lines outside the site fence is the responsibility of the Contractor to locate by calling the local utility company, i.e., telephone lines, gas lines or power lines.

1.20.3 Excavation near Communication Cables: Digging within ten

(10) feet of communication cables shall be performed by hand until the cable is exposed. A representative from the Base Communications Squadron must be present. The cable route must be marked by the contractor prior to excavation in the area. The contractor shall be held responsible for any damage to the cable by excavation procedures. Once the cable is exposed, mechanical excavation may be used if there is not a chance of damage occurring to the cable.

1.20.4 Repairing/Replacing of buried electrical/grounding/

lightning/cathodic systems: Rebury or replace existing wire as necessary when disturbed by construction operations. Wire shall be replaced in kind and have a minimum of one-foot cover. All wire connections shall be by Cadweld and wrapped with electrical tape. All lightning static and grounding installations shall be performed in compliance with AFI 32-1065 Grounding Systems, NFPA 780 - Lightning Protection, NFPA 77 - Static Electricity and National Electrical Codes. The contractor shall test the existing systems integrity before and after construction activities to verify if these systems are in compliance with the present regulations.

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C o lu m n B in l o g ic a l se q u e n ce a n d i n su ff ic ie n t de ta il to i d e n ti fy th e e le m e n t.

If th e c o n tr a ct c a lls f o r m o re t h a n w o rk e le m e n ts a d d iti o n a l co p ie s o f th e A

F F o rm m a y be u se d as a c o n tin u a tio n f o r th e w o rk e le m e n ts

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h e p e rc e n ta g e o f e a ch l is te d w o rk e le m e n t to t h e c o m p le te jo b w ill b e sh o w n o p p o si te e a ch e le m e n t in

C o lu m n C

A s a n e xa m p le if w o rk e le m e n ts a re s h o w n e xc a va tio n co n cr e te w o rk a n d b a ck fil l, an d it is e st im a te d t h a t e xc a va tio n i s o f th e t ot al j o b co n cr e te

0% an d b a ck fi ll th e se p e rc e n ta g e s w ill b e sh o w n o p p o si te e a ch e le m e t.

e t o ta l m u st e q u a l

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D t h ro u g h Q w ill b e u se d t o s h o w p la n n e d p e ri o d ic p ro g re ss a s re q u ir e d b y th e c o n tr a ct in g o ff ic e r, d u ri n g t h e p e ri o d o f t h e c o n tr a ct

O n ly th e t o p h a lf o f th e s p a ce u n d e r th e se c o lu m n s w ill b e u se d b y co n tr a ct o rs

U si n g t h e e xa m p le c ite d a b o ve a n d a ss u m in g t h a t th e c o n tr a ct p e ri o d f o r p e rf o rm a n ce i s w e e ks an d it is p la n n e d t o a cc o m p lis h o f th e e xc a va tio n w o rk t h e st w e e k a n d ea ch w e e k un til e xc a va tio n is c o m p le te w o u ld b e sh o w n i n th e u p p e r h a lf o f Li ne u n d e r C o lu m n

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ta l a m o u n t o f w o rk p la n n e d a t in te rv a ls a s sh o w n i n C o lu m n s D t h ro u g h

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(w ee ks a u th o ri ze d b y th e c o n tr a ct f o r p e rf o rm a n ce t im e

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In t he e ve n t th e c o n tr a ct is m o d ifi e d b y th e c o n tr a ct in g o ff ic e r u n d e r te rm s o f t h e c o n tr a ct ch a n g in g t h e p ro g re ss o f w o rk a s o ri g in a lly s ch e d u le d a d d in g o r d e le tin g w o rk o r ch a n g in g t h e o ri g in a l co m p le tio n d at e, a r ev is ed p ro g re ss s ch e d u le w ill b e p re p a re d a nd s u b m itt e d t o th e co n tr a ct in g o ff ic e r fo r a p p ro va l.

In p re p a ri n g t he r ev is ed s ch e d u le th e a m o u n t o f w o rk c o m p le te d w ill b e co n si d e re d to g e th e r w ith t h e c h a n g e d n e w c o m p le tio n d a te s e t f o rt h i n th e c o n tr a ct m o d ifi ca tio n

C o n si d e ri n g t h e se f a ct o rs th e w o rk u n d e r th e c o n tr a ct w ill b e re sc h e d u le d o ve r th e n e w t o ta l p e rf o rm a n ce t im in s a m e m a n n e r th a t th e o ri g in a l sc h e d u le w a s p re p a re d

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im e o f su b m is si o n o f t h e r ev is ed s ch e d u le w ill b e d e te rm in e d b y th e c o n tr a ct in g o ff ic r.

A t su ch i n te rv a ls a s m a y be e st a b lis h e d b y th e c o n tr a ct in g o ff ic e r, t h e c o n tr a ct o r w ill s u b m it t o th e c o n tr a ct in g o ff ic e r

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A cc u ra te r e p o rt s a re o f th e u tm o st im p o rt a n ce t o t h e c o n tr a ct o r an d to t h e G o ve rn m e n t, s in ce t h e p e rc e n ta g e o f c o m p le tio n o r p ro g re ss th u s re p o rt e d i s u se d i n a d m in is tr a ti o n o f th e c o n tr a ct a nd m a y be u se d i n co n n e ct io n w ith a p p ro va l o f p a rt ia l p a ym e n ts u n d e r th e c o n tr a ct

C a re s h o u ld b e ta ke n t o p la n t h e w o rk i n su ch m n n e r th a t it c an b e a cc o m p lis h e d a s st a te d i n th is s ch e d u le

If, f o r a n y re a so n it b e co m e s kn o w n t h a t a n y p a rt o f t h e p ro g re ss u n d e r th is c o n tr a ct w ill b e d e la ye d th is f a ct s h o u ld b e re p o rt e d t o co tr a ct in g o ff ic e r im m e d ia te ly

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CONTRACT PROGRESS REPORT 10MB NO. 0704-0188

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CONTRACTOR ADDRESS

REPORT NO. IPERIOD COVERED IPROJECT NO. CONTRACT NO. ICOMPLETION DATE

FROM: TO:

LINE

WORK ELEMENT

% OF % COMPLETED % COMPLETED

NO. TOTAL JOB THIS PERIOD CUMULATIVE

TOTAL

REMARKS

At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.

PROGRESS OR COMPLETION CERTIFICATE

I hereby certify that the contractor has satisfactorily completed the indicated percentage of the contract per contract specifications.

SUBMITTED BY OR FOR

0 CONTRACTOR 0 BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE ISIGNATURE IDATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE ISIGNATURE IDATE

AF IMT 3065,19960401, V1 PREVIOUS EDITION IS OBSOLETE.

ATTACHMENT NO. 02

CONTRACTOR’S REPORT FOR HAZARDOUS MATERIALS

Contractor Company Name:

Company Address

Site/Project Manager Name & Phone Number:

HM Storage location:

Contract #: Contract period (date)

The following information is required for tracking of Hazardous Materials on Minot AFB MAF sites.

Show the start balance and amount used are for each reporting period, as indicated below. This form must be turned in to 5 CES/CEV no later than 10 days after the end of the quarter, or 10 Apr, 10 Jul, 10 Oct and 10 Jan. This information is required to comply with state, federal and Air Force laws and regulations.

Quarterly Reporting Period: From (date) To (date)

Work Site(s): (use abbreviation, A-01, B-01, etc.)

Material Name Manufacturer NSN/Part # Start Balance

(10 gal, 8 qts, etc.)

Amount Used

(1.5 gal, 2 qts, etc.)

Example: Quick Dri Epoxy paint

Sherwin Williams

8030-01-152-2285 10 gal 9 gal

Use additional sheets as required.

Contractor printed name & date:

Contractor signature:

N T

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O R

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T F

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01300-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01300

SUBMITTALS

1. GENERAL:

1.1 PROCEDURES:

1.1.1 The Contractor shall be required to submit items listed in the Submittal Schedule at the end of this section to the Contracting Officer for approval.

1.1.2 Transmit each item under AF 3000, Material Approval

Submittal form (see Attachment No. 01). 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 66's with the date he plans on submitting the submittals to the Government. A copy of the AF Form 66's, 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.

1.2.1 Product Data: Submit complete manufacturer's literature that describes all salient characteristics identified as requirements in the specification. Literature that is not specific to the proposed

01300-2 product shall be marked to indicate clearly which item is being proposed for use in this contract.

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.

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

1.4 MISCELLANEOUS SUBMITTALS:…