Attachment 1 - Specifications.pdf

TECHNICAL SPECIFICATIONS

REPAIR MAF/LF CONTOURS

IDIQ NOVEMBER 2024

5TH CIVIL ENGINEER SQUADRON

MINOT AIR FORCE BASE

NORTH DAKOTA

Specifications Repair MAF/LF Contours

INDEX OF CONSTRUCTION SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01 00 00 – GENERAL REQUIREMENTS (MISSILE COMPLEX)

01 10 00 – SITE SECURITY (MISSILE COMPLEX)

01 33 00 – SUBMITTAL PROCEDURES

01 36 00 – ENVIRONMENTAL PROTECTION

DIVISION 2 – EXISTING CONDITIONS

02 40 00 – DEMOLITION

DIVISION 3 – CONCRETE

03 30 00 – CAST-IN-PLACE CONCRETE

03 31 00 – FLOWABLE FILL

DIVISION 31 – EARTHWORK

31 00 00 – EARTHWORK

31 00 00 – GRADING

31 00 00 – AGGREGATE SURFACE COURSE

31 00 00 – CULVERTS/SP-104

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 32 19.16 – GEOTEXTILE SOIL STABILIZATION

32 92 19 – SEEDING & TOPSOIL

-END-

SPECIFICATION INDEX

GENERAL REQUIREMENTS 01 00 00-1

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 00 00

(MISSILE COMPLEX)

PART 1 GENERAL

1.1 SCOPE OF WORK

1.1.1 Work will be performed at one or more Missile Alert Facilities (MAF) and Launch Facilities (LFs) on Minot AFB and in the Missile Complex at Minot Air Force Base (AFB), which is located throughout northwestern North Dakota.

1.1.2 The contractor shall provide all plant, labor, equipment, supervision, services, fuel, and materials necessary to execute and satisfy the requirements of this Contract. Perform the regrading of the Missile Alert Facilities (MAFs) and Missile Launch Facilities (LFs), including access roads, ditch grading (on/off site), placement of gravel and stone, clean SP-104 trench and/or pit, clean culverts, culvert replacement, install culvert end sections, install culvert markers, install clay barrier layer, seeding, topsoil, and geotextile fabric as identified in yearly delivery orders. Contractor shall ensure proper drainage of MAF/LF site, access road, ditch areas, and culverts. A site will be considered completed when all work has been completed and the site is returned to a working and operational order with all garbage removed. This section provides the technical and administrative information necessary to give a basic overview of the tasks required on this project. All work must be done in accordance with this specification and attached drawings. If any conflict arises between the drawings and the specifications, the Project Engineer shall be consulted. This project will include work in a restricted area.

1.1.3 Winter Shutdown: No site work shall be allowed from November 1 through April 15. In addition, aggregate base course must not be placed on frozen ground. All driving surfaces must have gravel installed and bladed prior to the winter exclusion. The access road and on the MAF/LF must be open to traffic during the winter exclusion.

1.2 SITE VISITS

1.2.1 It shall be the responsibility of each Contractor to visit the work site to determine the nature, extent, and pertinent details of the Contract. The drawings attached to the specifications show the general arrangement and approximate dimensions at the site. The successful Contractor shall be responsible for determining number of items, dimensions and details required for the proper accomplishment of the work as covered in the solicitation. The Contracting Officer (CO) will schedule only one pre-proposal site visit. The Contractor must notify the Contracting Officer a minimum of thirty (30) days prior to the scheduled date of visit with intent to attend the site visit and provide the Contractor Entry Authority List (EAL) information (see Section 01 10 00, Site Security).

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1.3 QUANTITIES AND LOCATIONS

1.3.1 Contractors must satisfy themselves by personal examination of the proposed work.

1.4 LUMP SUM PRICES ON CONTRACTS

1.4.1 Lump sum price shall include all work required to complete each item listed as lump sum in the Proposal Schedule.

1.5 APPLICABLE PUBLICATIONS

1.5.1 Publications will be of the most current date at the Invitation for Bid date.

1.6 CODES AND STANDARDS

1.6.1 Refer to drawings for codes and standards date that project was designed. Work shall meet the requirements of the plans and specifications and shall not be less than the minimum requirements of applicable sections of the latest Codes and Standards of following organizations (Not All Inclusive - See Each Division)

ACI - American Concrete Institute ASTM - American Society for Testing and Materials AASHTO -American Association of State Highway and Transportation Officials NEC - National Electrical Code NESC - National Electrical Safety Code OSHA - Occupational Safety and Health Association UFC – Unified Facilities Criteria UFGS – Unified Facilities Guide Specifications UL - Underwriters Laboratories USASI - United States American Steel Institute

1.7 SAFETY

1.7.1 The Contractor shall comply with all applicable Occupational Safety and Health Act (OSHA) standards of safety during the performance of this Contract.

1.7.2 The Contractor shall submit with the Quality Control Plan (before the start of work), the name of the designated on-site safety persons responsible for ensuring that all safety and accident prevention provisions of this SOW are implemented and enforced. The Contractor shall ensure their personnel receive safety training and briefings and that all safety inspections, practices, and procedures are within compliance. The name of the designated on-site safety persons, safety training, briefings, inspections, practices, and procedures shall be included in the Quality Control Plan.

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

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

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A review of the hazards inherent in the work environment and the precautions to be taken. Location of first aid and other emergency facilities.

A detailed description of what to do in case of injury, fire, or identification of a safety hazard.

Review of cleanup procedures.

Required safety equipment including earplugs, goggles, face guards, respirators, protective clothing, hard-hats, etc. (when and how to use).

Location of company safety rules (posting or handout).

Identification of the Contractor employees responsible for safety/accident prevention.

1.7.4 In addition to normal safety practices, the Contractor shall comply with the following requirements:

The safety of Contractor personnel on-site is the Contractor's responsibility.

All personnel shall receive an initial Air Force safety briefing, prior to site entry, and will comply with all requirements set forth in that briefing.

All personnel shall comply with Air Force on-site safety procedures and additional procedures as directed by the Contracting Officer or the designated representative when the Contractor's safety person is not immediately available.

The Contractor shall ensure that safety barriers/portable ladders, ladder extensions, or environmental covers are properly installed at access hatches and excavations.

Equipment shall be placed so as not to impede normal traffic in and out of the work area, nor to interfere with emergency exit from work area and off-site.

Extreme caution must be exercised to preclude personal contact with energized electrical circuits.

Hard-hats shall be worn in accordance with OSHA requirements and hard-toed safety shoes shall be worn at all times by all personnel on the work site.

Other safety items such as ear protection, respirators, and safety glasses, which are required by OSHA and/or the manufacturer of products for specific hazards, shall be available and used as necessary.

All heavy equipment shall be equipped with backup alarm in accordance with OSHA regulations.

All vehicles shall be in safe operating condition. Vehicles and equipment not in compliance with OSHA requirements shall not be allowed on site.

GENERAL REQUIREMENTS 01 00 00-4

1.7.5 A number of hazards inherent to the work environment must be recognized. They include, but are not limited to:

Electrical circuits and devices pose serious and generally continuing hazards. Contractor shall comply with NESC for electrical safety. The Contractor shall take every precaution to prevent personnel injury. Ground Fault Interrupters (GFI’s) shall be in-line appliances on all temporary electrical circuits installed near the supply.

Mechanical devices can pose serious hazards when operated. Appropriate precautions shall be taken.

1.7.6 First aid and medical requirements are as follows:

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

The Contractor shall maintain an emergency first aid kit at the work site in accordance with OSHA requirements.

The Contracting Officer or designated representative will assist in coordinating emergency medical, ambulance, or airlift requirements.

1.7.7 All accidents (employee injuries and vehicle, building, or equipment property damage, etc.), regardless of severity, shall be reported immediately to the Contracting Officer or designated representative.

1.8 SECURITY AND ENTRY

1.8.1 See Section 01 10 00, Site Security

1.9 SUBMITTALS

1.9.1 Submit the following according to the Contract and as required elsewhere in this Specification:

Quality Control Plan As-Built Field Data (Red Lined Drawings) As-Built Final Transfer & Acceptance of Military Real Property Form (DD 1354) – Draft, Interim, & Final Work Clearance Request (AF 103) – if necessary Hot Work – if necessary Materials (Aggregate test reports, Culvert cut-sheet, Geotextile Fabric, etc) Nuclear Densometer (serial number, permit, NRC license, etc) – if necessary

1.10 MOBILIZATION

1.10.1 Mobilization consists of costs incurred for preparatory work and operations that must be

GENERAL REQUIREMENTS 01 00 00-5

performed before beginning work on the project site. Prepare and move personnel, equipment, and materials to project site. Mobilization is compensation for furnishing all materials, equipment, labor, and incidentals to complete work as specified.

PART 2 PRODUCTS

2.1 N/A

PART 3 EXECUTION

3.1 PRE-CONSTRUCTION MEETING

3.1.1 There shall be a pre-construction meeting between the Government and the Contractor after award of work under this Contract (Notice to Proceed).

3.2 INSPECTION

3.2.1 The Contractor shall schedule with the Contracting Officer Representative (COR) during normal work hours the times for inspecting items such as "Concealed Work". The COR will be the spokesman for compliance with the specifications and drawings. The Contracting Officer will resolve controversies between the COR and the Contractor.

3.3 SUBMITTAL SCHEDULE

3.3.1 The Contractor shall submit the Schedule of Materials Submittal with "REQUIRED SUBMISSION DATE (BY CONTRACTOR)" dates filled in for each line number. It is the responsibility of the contractor to complete the submittal form and insert dates for each submittal item not already designated by the Government as having a mandatory due date. The Contractor shall schedule and submit all required items for major systems at the same time to coordinate and enhance review of interrelated components. It is the Contractor's responsibility to ensure dates provided on this form do not create any delays in construction. This Contractor completed form will be used by the Government for tracking submittal progress.

3.4 SUBMITTALS

3.4.1 Submittals shall be recorded on AF Form 3000, shall have the Submittal ID No., Specification paragraph number and description of material as labeled on Submittal Schedule. Revised Submittals shall have the same Submission Number followed by a dash with the revision number.

The Contractor shall submit to the Contracting Officer for review and approval the following information: Manufacturer's product brochures and catalog data for all equipment, components, permits, equipment lists, shop drawings, and materials to be installed under the terms of this Contract before starting work.

All material Submittals shall be original vendor information (not copies) and include location on drawings and/or Specifications with cross referencing information to drawing schedules and Specifications, dimensional, assembly, and

GENERAL REQUIREMENTS 01 00 00-6

sub-assembly drawings, parts lists, and other data required to completely describe each item. Include the drawing sheet number, symbol, or plan mark on the Submittal. Where more than one product is listed in a document, the item submitted shall be properly identified by circles, arrows, or a description with cross-references. Electronic copy of each Submittal is required.

3.4.2 Circle, arrow, or highlight all descriptive literature to accomplish identification of specific components/items which are proposed to be furnished.

Government will not react to descriptive material/literature, which has not been circled, arrowed, or highlighted except to reject the Submittal.

3.5 PERMITS

3.5.1 The Contractor shall be responsible for securing all permits as may be necessary for the completion of all work required by this project. Construction delays caused by lack of permits will be at no cost to the Government.

3.6 WORK SCHEDULE

3.6.1 The Contractor shall have a tentative schedule for construction at the pre-construction meeting. The location of the site under construction at any time during the construction process shall be coordinated with the Government prior to the start of work. This coordinated schedule shall change if it is in the best interest of the Government at no additional cost to the Government. Delays due to weather, to include inability of government escort/inspector to travel to the site because of hazardous road conditions, shall result in no cost to the Government.

3.6.2 Contractor shall coordinate all work with the Contracting Officer, Missile Engineering Chief of Construction, and Missile Engineering Lead Inspector.

3.6.3 Site working hours for the Contractor will be five 8-hour days between the hours of 7:30 a.m. and 4:30 p.m., excluding Saturdays, Sundays, and all observed federal holidays.

3.6.4 If the Contractor wishes to work during periods other than above, additional government escort/inspection forces may be required. The Contractor is required to request approval through the Contracting Officer. The Contractor shall notify the Contracting Officer five (5) days in advance of their intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that the additional inspection forces are reasonably available. If inspection forces are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days. However, if designated representatives are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of overtime inspection at overtime rates will be charged to the Contractor and will be deducted from the final payment of the contract amount.

3.6.5 Work can take place at only one site at a time, unless approved by a Missile

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Engineering Chief of Construction.

3.6.6 See Section 01 10 00 of these specifications for more detailed requirements regarding entrance, security, and work requirements for sites.

3.7 START OF WORK NOTIFICATION

3.7.1 The Contractor shall notify the Contracting Officer and Missile Engineering Chief of Construction no later than 9:00 A.M. on EVERY Tuesday providing the work schedule for the next week(s). This shall include, but is not limited to, a daily schedule of work to be completed at the site, when the initial construction work shall begin, notifying when work shall resume after a work stoppage of more than three workdays and sites to be completed the following week. The Contractor shall be aware that the Notice to Proceed is not sufficient notification when initial work shall begin.

3.8 WASTE PROCESSING AND STORAGE SITES

3.8.1 Processing and storage sites shall be only those areas described at the pre-construction meeting. Location of stockpiled materials will be coordinated with security and testing personnel and approved by the Contracting Officer. Upon project completion, the site shall be restored to original condition (equal to, or better than, that before project start) to include all finish grading, leveling, shaping, contouring, and seeding. All waste shall be disposed of at a properly licensed disposal facility, unless otherwise approved.

3.9 UTILITIES

3.9.1 The Contractor shall provide all necessary portable power needed to preform and complete the work.

3.10 UTILITY OUTAGES

3.10.1 Any utility outages requested by the Contractor shall be submitted in writing no less than fifteen (15) calendar days prior to the proposed outage.

3.10.2 The Government reserves the right to reschedule the Contractor’s proposed outage if deemed necessary.

3.11 MAINTENANCE OF AIR FORCE OPERATIONS AND CONTINUED USE

3.11.1 Scheduling of work at each site is of paramount importance. Every effort should be made to coordinate the work schedule with the Contracting Officer, Missile Engineering Chief of Construction, and Missile Engineering Lead Inspector to ensure a minimal disruption of government activities. Proper coordination will help ensure that Contractors work at each site will continue with minimal interruption due to government activities. In the event of an unplanned emergency at a site under construction by the Contractor, the Contractor should have contingency plans in place.

3.12 QUALITY CONTROL

GENERAL REQUIREMENTS 01 00 00-8

3.12.1 The Contractor is responsible for quality control. This is considered by the government to be a major inspection item of this contract. Establish and maintain an effective quality control (QC) system in compliance with the contract clause titled “Inspection of Construction”. The Contractor shall comply with the Quality Control Provisions as specified herein. The Contractor shall perform all Quality Control inspections and/or testing required by this contract unless specifically designated to be performed by the Government. The Quality Control system must consist of personnel, plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction, and operations that comply with Contract requirements. The system shall cover construction operations, including fabrication both on-site and off-site, and shall be key to the proposed construction sequence. If the Contractor fails to submit an acceptable Quality Control Plan, the Contracting Officer will refuse to allow construction to start.

3.12.2 Quality Control Plan

3.12.2.1 The Contractor shall submit the Quality Control Plan within ten (10) working days after Notice to Proceed (NTP). The Contractor's Quality Plan shall identify the personnel, procedures, instructions, records, forms; and, as a minimum, shall include the following:

Include the names: Quality Control Manager, MAF/LF work supervisor, on-site safety person, phone numbers, classifications, qualifications, duties, responsibilities, and authorities of personnel. A copy of a letter, signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities of the Quality Control Manager, shall be furnished.

3.12.2.2 The Quality Control Manager must have a minimum of five years of experience as Quality Control Manager or Inspector. Include qualifications in the submitted plan for Government approval.

3.12.2.3 A job-specific, work-item checklist will be developed by the Contractor for inspection purposes. The list will be broken into sections identical to the Contract Specifications and will contain all inspection actions necessary to ensure full compliance with the contract. These inspections shall be annotated on the Quality Control Records.

3.12.2.4 Provide documentation format for Contractor's Quality Control activities and testing. The Sample of Quality Control Report form is to be used for documenting daily inspections, corrective actions, tests, etc. A sample Quality Control Report from a simplified and generic project is attached to indicate the level of detail expected.

3.12.2.5 Ensure a complete set of Contract Specifications, Modifications, full size Drawings and all other pertinent information are on each MAF/LF during construction.

3.12.2.6 The process for addressing varying site conditions, managing work at

GENERAL REQUIREMENTS 01 00 00-9

remote sites, and working with security requirements is part of this Plan.

3.12.2.7 Site security and entry procedures are to be addressed.

3.12.2.8 Methods to ensure scheduled appointments are met and documentation to verify arrival and departure times at the work site.

3.12.2.9 Safety program that ensures complete compliance with OSHA and all Safety requirements. The name of the designated on-site safety persons and safety training, briefings, inspections, practices, and procedures shall be included in the Quality Control Plan.

3.12.2.10 A Submittal Schedule program that ensures a completed Submittal Schedule is followed.

3.12.2.11 All test results shall be submitted and ensure the following:

All tests shall be scheduled with the Contracting Officer for Government inspection and verification. The Contractor shall supply laboratory and field tests per the Systems Checklist.

One copy of all test results shall be supplied by the Contractor to the Contracting Officer. Test results shall be submitted within 72 hours after completion of tests with daily Quality Control Report.

An independent testing laboratory shall be hired by the Contractor for all of the Contractor supplied tests.

See specific technical Specifications Sections for detailed testing requirements.

3.12.2.12 This Contract requires a Quality Control Manager. The individual assigned shall be responsible for this project. Duties shall include, but are not limited to the following:

Shall be responsible for ensuring all requirements of the specifications, drawings, and Quality Control Plan is met.

Environmental Compliance and all permits provided.

Quality Control testing procedures, including corrective actions to be taken where non-compliance is noted.

The Contractor's Quality Control activities to be performed at the MAF/LF include those of subcontractors, off-site fabricators, and suppliers.

Required to dedicate one hour per workday towards this specific duty.

3.12.3 Acceptance: The Quality Control Plan will be reviewed and accepted by the

GENERAL REQUIREMENTS 01 00 00-10

Contracting Officer. The Contractor shall make such changes and additions necessary for clarity and completeness as requested by the Contracting Officer.

Acceptance is conditional and the Government reserves the right to require the Contractor to make changes in the Quality Control Plan, personnel, and operations to correct deficiencies found by the Government during performance of work. No change shall be implemented prior to acceptance in writing by the Contracting Officer. Non-compliance with the Quality Control Plan will result in one or more of the following actions at the Government's discretion:

Directed removal and replacement of the QC Manager. Reduced progress payments until corrections are made.

Cure notices, other applicable contracting actions up to, and including possible Contract termination for default.

Other contractual actions deemed appropriate by the Contracting Officer.

3.12.4 Quality Control Records: The Quality Control Records shall contain a record of daily inspections for each MAF/LF with all work accomplished. Specific items of work checked each day will be annotated. All work-in-place must be certified as complying with the contract plans and specifications. Non-compliance items must be clearly noted. Corrective actions must be outlined and detailed for non-compliance items. The Contractor shall maintain daily records, which will be on-the-job site and available for review by the Contracting Officer or their Technical Representative. Daily reports will be signed by the designated Quality Control Manager and will indicate hours spent on Quality Control at the MAF/LF for that day. A copy of the QC daily reports shall be given to the Project Inspector.

3.13 SUPERVISION

3.13.1 There shall be one full time on-site supervisor, this person can also be the Quality Control Manager, at the site during all work. The Supervisor is required to spend eight hours per day on-site. Submit name(s) with Quality Control Plan.

3.13.2 Each on-site supervisor will be responsible for all Contractor and subcontractor workers, and adherence to the Specifications and Drawings.

3.14 SPECIFICATIONS, MODIFICATIONS, AND DRAWINGS

3.14.1 A complete set of Contract Specifications, all modifications, and full-size Contract Drawings shall be on site. Other information such as Submittals, etc., shall also be present.

3.15 AS-BUILT DRAWINGS AND DATA

3.15.1 General: The Contractor shall keep at the construction site a complete set of full-size prints of the contract drawings, reproduced at Contractor expense.

During construction, these prints shall be marked to show all deviations in actual construction from the contract drawings. Red shall be used to indicate all additions and green to indicate all deletions. The drawings shall show the

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following information but not be limited thereto:

3.15.1.1 The locations and descriptions of any utility line and other installations of any kind or description known to exist within the construction area. The location includes dimensions to permanent features, and depth.

3.15.1.2 The locations and dimension of any changes within the building or structure, and the accurate location and dimension of all underground utilities and facilities.

3.15.1.3 Correct grade or alignment of roads, structures, and utilities if any changes were made from contract plans.

3.15.1.4 Correct elevations if changes were made in site grading from the contract plans.

3.15.1.5 Changes in design details or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including, but not limited to, fabrication, erection, installation, and placing details, pipe size, pipe material, insulation material, dimensions of equipment foundations, etc.

3.15.1.6 The topography and grades of all drainage installed or affected as part of the project construction.

3.15.1.7 All changes or modifications from the original design and from the final inspection.

3.15.1.8 Where contract drawings or specifications allow options, only the option actually used in the construction shall be shown on the as-built drawings.

The option not used shall be deleted.

3.15.1.9 These deviations shall be shown in the same general detail utilized in the contract drawings. Marking of the prints shall be pursued continuously during construction to keep them up to date. In addition, the Contractor shall maintain full size mark-up drawings, survey notes, sketches, nameplate data, pricing information, description, and serial numbers of all installed equipment. This information shall be maintained in a current “up to date, complete and accurate” condition at all times until completion of the work. The resulting field- marked prints and data shall be referred to and marked as “As-Built Field Data,” and shall be used for no other purpose. They shall be made available for inspection by the Contracting Officer’s Representative whenever requested during construction and shall be jointly inspected for accuracy and completeness by the Contracting Officer’s Representative and a responsible representative of the Contractor prior to submission of each pay estimate. If the As-Built Field Data is not accurate and complete, a percentage of the pay request will be withheld from the payment and any future payments until the As-Built Field Data is up to date, complete and accurate. The Contracting Officer will determine the percentage to be retained.

GENERAL REQUIREMENTS 01 00 00-12

3.15.2 Submittal of the As-Built Field Data: An electronic contract drawing will be updated with the field data by the contractor and submitted to the Contracting Officer. The As-Built Field Data “RED LINE Drawings” shall reflect the exact installation performed and an electronic copy shall be submitted to the Contracting Officer for review and approval a minimum of five calendar days prior to the date of final inspection. If review the preliminary of these as-built field data red line drawings reveals errors and/or omissions, then the drawings will be returned to the Contractor for corrections. The Contractor shall make all corrections and return the drawings to the Contracting Officer within 10 calendar days of receipt. The final “Red LINE” drawings shall be reviewed at the final inspection for completeness. Once As-Built Field Data red line drawings have been reviewed and found to be complete, then they shall be approved.

3.15.3 Preparation--As-Built Contract Drawings, AutoCAD Original Record Tracing:

3.15.3.1 Contract project drawings shall be given to the Contractor in AutoCAD (Release 2024) of the original drawings. All work will be accomplished by a Certified Engineering Technician and/or individuals with a minimum of five years drafting experience, at least three of which must be using AutoCAD. The name of the individual shall be submitted in writing to the Contracting Officer.

3.15.3.2 Modifications to the drawings shall be accomplished on the appropriate layer showing the work being changed. All revisions shall be done in the same format as the original drawing. On each sheet the words “AS BUILT” in block letters will be added. Fill in the revisions block with “REVISED AS- BUILT”, date and initials. The submittal shall include the revised AutoCAD drawings and the approved “Red Line” drawings.

3.16 CONTRACTOR GUARANTEE AND MATERIAL LIST

3.16.1 The Contract guarantees (warrantees) and materials list for each MAF/LF shall be provided with the Operating and Maintenance Instructions. The Contractor shall submit the following data:

3.16.1.1 Guarantees (Warrantees): Provide a list of all equipment and material items, to be guaranteed, accompanied by a copy of each specified guarantee, therefore. Each specific guaranteed item on the list shall include the name, address, and telephone numbers of the subcontractor who installed the item, the supplier or distributor, and the manufacturer.

3.16.1.2 The start and expiration dates of the guarantee period shall be included.

The completion data of the guarantee period shall correspond to the applicable Specification requirements for each guaranteed item.

3.16.1.3 Materials: Provide a materials list. Deliver a materials list to Government COR prior to final inspection. Materials shall consist of material identified in the specific Specification Section. An itemized material list showing retail value including, but not limited to, manufacturer, GENERAL REQUIREMENTS 01 00 00-13 installed location, cross reference to Specification Section, drawing schedules nomenclature, and all other pertinent information, for all material items furnished in this Contract.

3.17 ROAD CLOSURES

3.17.1 Contractor shall maintain access to and from site at all times.

3.17.2 Contractor shall provide all traffic control devices within the project limits, on all haul routes, and on all detour routes. When necessary, sufficient barricades and signs shall be provided to prevent traffic from entering the construction area. The Contractor shall be responsible for maintaining all areas of new construction until accepted by the Government. The Contractor shall be solely responsible for furnishing, erecting, maintaining, and removing all protective barriers, signs, temporary lighting, etc. required for protection of persons and property.

3.18 CONTRACTOR VEHICLES, EQUIPMENT AND MATERIALS

3.18.1 The Contractor shall provide all vehicles and equipment necessary to accomplish the Contract work. Power equipment shall be equipped with safety and noise limiting devices. The equipment shall be in a safe and efficient operating condition.

3.18.2 All vehicles shall be maintained in a safe operating condition in accordance with OSHA standards. All vehicles not essential to the job will be left off site. See Section 0110 00 - Site Security for additional requirements.

3.18.3 Materials shall be hauled in vehicles equipped with pneumatic ties. Hauling of materials shall comply with state and local regulations. The Contractor shall be responsible for establishing and maintaining off-base haul routes. Dust shall be controlled to prevent a nuisance to surrounding areas. Haul routes shall be restored to existing condition upon completion of the project at no additional cost to the Government.

3.18.4 The Contractor will NOT be permitted to store necessary materials and vehicles on site. Material must be placed in a designated area per Waste, Processing, and Storage Site paragraph and will not interfere with site access. The Government shall not be responsible for the loss of Contractor material, tools, or equipment.

3.18.5 The Contractor is hereby informed that the access road leading from the main road adjacent to each site is under military control. The area off to the sides of the access road is private property and, in some cases, county or state property.

The parking of vehicles on the access road or adjacent property is strictly prohibited unless written permission has been obtained from the Contracting Officer or property owners by the Contractor.

3.18.6 At the end of each workweek, the Contractor shall clean up the work area debris, ensure the security of equipment, tools, and work/Contract materials.

3.18.7 All materials not wanted by the Government and all Contractor generated waste shall be disposed of by the Contractor off-site at the Contractors expense, and in compliance with applicable environmental codes and

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regulations of governing authorities.

3.19 CONCEALED WORK

3.19.1 All items of work to be concealed shall be Government inspected prior to concealment. All Government inspection hours shall be scheduled per Section 01 00 00, Work Schedule.

3.20 CONSTRUCTION AREA

3.20.1 The Contractor shall confine construction operations as much as feasible.

Complete restoration of the area to existing conditions shall be the responsibility of the Contractor and shall be at the Contractor's expense.

3.20.2 The Contractor shall level all spoil piles in the Outer Zone alarm array at the conclusion of work each day as directed by the Contracting Officer or Contracting Officer Representative.

3.20.3 The Contractor is required to follow all applicable 29 CFR 1910 or 29 CFR 1926 requirements and/or as directed by the Contracting Officer or Contracting Officer Representative.

3.20.4 The Contractor shall be responsible for dewatering the site if water is encountered.

3.20.5 The use of explosives or burning on the site shall not be permitted, except for cadwelding.

3.21 CONSTRUCTION NEAR UTILITY SYSTEMS (AF Form 103)

3.21.1 All contractors shall be responsible for processing their own Work Clearance Request (AF Form 103) and coordinating with Government CORs as required.

The Contractor is responsible for obtaining AF Form 103 permit. This permit shall be completed prior to start of any construction excavation work. Detailed permit procedures and guidelines shall be provided to the Contractor during the pre-construction meeting. ND One Call ticket numbers must be provided on the AF Form 103 prior to being approved. Digging within two feet of buried communications cables, environmental monitoring wells, electrical cables, irrigation systems, gas lines, and all types of utilities shall be performed by hand digging until the utility is exposed. All utility locates must be marked prior to excavation in the area. The Contractor shall be held responsible for any damage to a marked or identified utility by excavation procedures. Once the utility is exposed, mechanical excavation may be used if there is no chance of damage occurring to utilities. Provide a completed copy of AF Form 103 to the COR prior to beginning such work and maintain the original copy onsite.

3.21.2 THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES

ON AND OFF SITE. To the maximum extent possible, eliminate permanent markings on pavement and curbs. Location marks shall be removed before final acceptance.

3.21.3 Reburial of Exposed Utilities: When existing utility lines are reburied, a tape, GENERAL REQUIREMENTS 01 00 00-15 detectable by pipe detector systems, shall be installed above the uncovered length of the utility at a depth of 12 inches below grade, minimum 6” above utility line.

Tape shall be a minimum five mil plastic tape with metallic tracer, minimum three inches wide, lettering on tape to show buried utility, and brightly colored.

3.21.4 Replacement/repair of existing wire and grounding rods damaged by the Contractor shall be replaced with wire of same kind or better. All wire connections shall be by Cadweld and wrapped with electrical tape. The Contractor shall test the existing systems integrity after replacement/repair activities to verify the systems are following the present regulations. All lightning static and grounding installations shall be performed in compliance with NFPA 780 – Lighting Protection, NFPA 77 – Static Electricity, and National Electrical Codes. All electrical work/repairs shall be done by a licensed electrician.

3.21.5 Excavation near HICS Cables shall be performed by hand until the cable is exposed. A representative from the Cable Affairs section must be consulted prior to excavation.

3.21.6 USAF As-built drawings are available and accessible for review by contacting Missile Engineering at 701-723-4834 or 701-723-4836. As-built drawings will assist in locating utility lines and underground structures. The Contractor shall be held responsible for any damage to the utility by excavation procedures. The Contracting Officer and Project COR shall be immediately notified of all damage.

3.22 HOT WORK (AF Form 592)

3.22.1 Submit and obtain a written permit prior to performing “Hot Work” (welding, cutting, etc.) or operating other flame-producing/spark producing devices, from the Base Fire Department (Building 896, 896 Flightline Drive). CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. Provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal “Hot Work”. All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any “Hot Work” done at this activity. The Fire Watch shall be trained in accordance with NFPA 51B and remain on-site for a minimum of 30 minutes after completion of the task or as specified on the hot work permit.

3.23 PROTECTION OF EXISTING FACILITIES

3.23.1 The Contractor shall be responsible for the protection of features outside the construction limits and within the construction limits such as existing structures, fences, roads, paving, curbs, sidewalks, utility appurtenances, and equipment.

The repair or replacement of such items damaged during construction will be at the Contractor's expense.

3.24 CONSTRUCTION STAKING

3.24.1 The Contractor shall provide construction staking.

3.25 NUCLEAR DENSOMETERS

GENERAL REQUIREMENTS 01 00 00-16

3.25.1 Where nuclear densometers or other devices containing radioactive elements are used on the Project, the Contractor must submit the following for each device to be used:

Serial number of all nuclear densometers to be used on AF property.

Copy of the corresponding US Nuclear Regulatory Commission (NRC) license (for North Dakota firms).

Agreement State License and NRC Form 241 (for "Agreement State" firms).

Proof of a Nuclear Regulatory Committee (NRC) permit for its use.

Contractor site-specific health and safety plan (HASP).

3.25.2 The Contractor must also keep all radioactive equipment locked up when not in use and remove it from the work site at completion of the workday.

3.26 INSPECTION AND ACCEPTANCE

3.26.1 Punch-List Inspection: Conduct an inspection of the work by the Quality Control Manager near the end of the work. Prepare and include in the Quality Control documentation a punch list of items which do not conform to the approved drawings and specifications. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection to ensure all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-final inspection.

3.26.2 Pre-Final Inspection: The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government for a Final inspection to be scheduled. Correct all items noted on the Pre-Final inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph must be accomplished with the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

3.26.3 Final Acceptance Inspection: Final inspection will be held after completion at each site. This inspection must be coordinated with the Contracting Officer, Government COR, Missile Engineering Chief of Construction, and Missile Engineering Lead Inspector. The individuals involved would include the Contractor on-site supervisor, Quality Control Manager, Government COR, and Missile Engineering Representative. Subsequent final inspections at each site can be accomplished by the Contracting Officer, or their designated representative, including the Government COR. Final payment SHALL NOT occur until all discrepancies are corrected, final acceptance, and all environmental permits are received.

3.27 CONTRACT PROGRESS SCHEDULE AND REPORT

3.27.1 Contractor will complete Progress Schedule Form 3064 and Progress Report Form 3065 monthly starting at the Notice to Proceed until Final Acceptance.

The Forms will be delivered to Contracting Officer on, or prior to the 1st of

GENERAL REQUIREMENTS 01 00 00-17

each month.

3.28 FORM 1354 TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY

3.28.1 Contractor will complete the Transfer and Acceptance of DoD Real Property for each site and submit a draft to the Contracting Officer 10 days after notice to proceed, an interim at 90% prior to completion of work, and a final 10 days prior to final inspection. Prior to completing the Form 1354, the Contractor shall request assistance from the Installation Management Flight. The draft Form 1354 will be delivered to the Contractor at the Pre-construction meeting.

END OF SECTION 01 00 00

QUALITY CONTROL REPORT TO INSPECTOR

Date:

CONTRACT NO. TITLE AND LOCATION REPORT NO.

CONTRACTOR (Prime or Subcontractor) NAME OF SUPERINTENDENT OR QC REP

WEATHER TEMPERATURE

WEATHER EFFECTS

PRIME CONTRACTORS/SUBCONTRACTOR WORKFORCE

(If space provide below is inadequate, use additional sheets

NUMBER TRADE HOURS EMPLOYER ACTIVITY/TASK PERFORMED COMP

NON

COMP

TOTAL WORK HOURS ON

JOB SITE THIS DATE_

CUMULATIVE TOTAL OF

WORK HOURS FROM

PREVIOUS REPORT

TOTAL WORK HOURS

FROM START OF

CONSTRUCTION

KTR INITIALS CERTIFY INSPECTION OF ACTIVITY INITIALS

WERE THERE ANY LOST TIME ACCIDENTS THIS DATE?

YES NO

IF YES, A COPY OF THE COMPLETED OSHA REPORT IS REQUIRED

CONSTRUCTION AND PLANT EQUIPMENT LEFT ON JOB SITE UNTIL USE IS COMPLETED

DESCRIPTION DATE FIRST ON

JOB (FIRST TIME

ONLY)

HOURS WORKED

THIS DATE

HOURS IDLED DATE OF FINAL

REMOVAL FROM JOB SITE

CONSTRUCTION AND PLANT EQUIPMENT NOT LEFT ON JOB SITE PERMANENTLY

(This will include pickup trucks and mobile mounted items, such as compressor, that are also used for transportation to and from the job)

DESCRIPTION HOURS WORKED HOURS IDLED

CEC FL-11 (3/97) Attachment 1

SPEC PARA AND/OR

DRAWING NO.

LOCATION AND DESCRIPTION OF DEFICIENCIES

(Materials, Equipment, Safety, and/or Workmanship) ACTION TAKEN OR TO BE TAKEN

REFERENCE

DEFICIENCIES CORRECTED THIS DATE REPORT NO.

COMPLIANCE

NOTICE NO.

INSPECTION AND/OR TESTING

PERFORMED TODAY-FOLLOW WITH

LOCATION

AND/OR ELEMENT

REMARKS

RESULTS OF INSPECTION/TESTING

SPEC PARA/

DRAWING

EQUIPMENT/MATERIAL RECEVIED TODAY TO BE

INCORPORATED IN JOB (Description, Sizes, Quantity)

SUBMITTAL NO. OR

CERTIFICATION

DATE

APPROVED

REMARKS:

(Document Total QC Hours for this Day, Directions Received from Government, and Compliance Notices, Etc)

Quality Control Rep Date

CONSTRUCTION REPRESENTATIVES REMARKS AND/OR EXCEPTIONS TO THIS REPORT

Construction Representative Date

SITE SECUITY 01 10 00-1

Repair MAF/LF Contours Specifications

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 10 00

SITE SECURITY

PART 1 GENERAL

1.1 Site security and entry shall follow the procedures in this section of these Specifications.

1.2 The Contracting Officer or designated representative reserves the right to deny access to the site to any Contractor personnel who does not conform to security and safety regulations. If access is denied for safety or security violations, the Government shall incur no additional cost and contractors shall still be required to execute contract in the period of performance.

1.3 Ensure all contract personnel protect all government property, equipment and follow established fire marshal and security directives while in Air Force restricted areas.

1.4 Upon entering and exiting a restricted area, all individuals, hand-carried items, and vehicles will be subject to inspection for readily detectable contraband items IAW the Minot AFB Integrated Defense Plan, 31-2. It is the responsibility of the vehicle and/or equipment operator to present items and vehicles to be searched to include ensuring exterior bins and compartments are accessible.

1.4.1 Only authorized personnel are allowed to take photographs on site.

1.5 Submit the Contractor Entry Authorization List (EAL) according to the Contract and as required elsewhere in the Specifications.

1.6 Missile Field Entry Authority List (EAL)

1.6.1 Thirty (30) working days prior to the initial commencement of work, the contractor must submit to the Contracting Officer each employees’ personal identification information along with a legible photocopy of each employee’s government issued REAL ID, credential photo ID and a summarized list of mission essential contractor owned/leased/rented vehicles. This information shall be used to prepare the contractor’s EAL. Foremen, supervisors, and superintendents must be identified as part of employee information. Identify which personnel on the EAL need to enter restricted areas. The EAL will be used to accomplish the restricted area entry authority list (EAL). Each Contractor will need to provide information for their own company EAL. Keep the number of personnel to a reasonable number in order to accomplish the required project. The Contracting Officer shall deny any EAL requests with excessive numbers of workers. The contractor must submit a valid REAL ID federal/state government issued photo identification and requested EAL information to the Contracting Officer at least thirty days prior to work. All changes, additions, and/or deletions must be sent to the Contracting Officer in writing.

1.6.2 All Contractor’s personnel listed on the EAL will be put into the National Crime

SITE SECUITY 01 10 00-2

Information Center (NCIC) database and the Defense Biometric Identification System for a background check in accordance with United States Air Force directives. Unfavorable results from the background check will be marked UNF and lined through and result in individuals being denied access to Minot AFB, MAFs, and LFs. Unfavorable results are listed in AFI 31- 113 and include, but are not limited to, individuals that are determined to fall into one or more of the following categories: those having outstanding wants or warrants, sex offenders, violent offenders, drug possession with intent to sell, drug distribution, those who are on probation, and those who are in pre-release program. The definition of sex offender and violent offender can be found at North Dakota Code Annotated § 12.1c20. Security Forces (SF) is allotted five days to complete these checks. If an employee on a EAL terminates his or her employment or is involved in an incident resulting in an unfavorable result, including, but not limited to those identified above, immediately notify the Contracting Officer in writing.

1.6.3 REAL I.D. ACT Individuals, who do not possess a driver’s license or identification card compliant with the REAL ID Act and do not possess an acceptable alternate identification credential, must be denied access.

One form of the following documents will be accepted as proof of identity.

(T-0) The document must be a picture ID and all documents must be unexpired and valid. The goal is to minimize, within acceptable risk, the potential of improper screening and access credential issuance. NOTE: The information in section 3.7.6.1. – 3.7.6.15. is from Handbook for Employers, Instructions for Completing Form I-9 (Employment Eligibility Verification Form), U.S.

Department of Homeland Security, U.S. Citizenship and Immigration Services and REAL ID Act of 2005 Implementation: An Interagency Security Committee Guide

- US Passport

- Permanent Resident Card/Alien Registration Receipt Card (Form I-551)

- Foreign passport with a temporary (I-551) stamp or temporary (I-551) printed notation on a machine-readable immigrant visa

- Employment authorization document that contains a photograph (Form

I-766)

- Driver’s License that current and meets REAL ID Act it contains a photograph and biographic information such as name, date of birth, gender, height, weight, eye color, and address.

- Identification card issued by Federal, State, or local government agencies,…