Attachment_1 _Specifications.pdf

ATTACHMENT 01

FA4626-16-R-0008 TABLE

OF CONTENTS TOC-1

NZAS 16-6002

REPAIR MAF ELEVATOR DOORS

NZAS 16-6002

MALMSTROM AIR FORCE BASE, MONTANA

FA4626-16-R-0008

TABLE OF CONTENTS

Enumeration of Specifications and Addenda: The following are the Specifications and Addenda which form a part of this Contract. See following Specifications for Bidding Requirements, Proposal, Special Conditions, etc.

SPECIFICATIONS

DIVISION 1

SECTION 01 00 00 – GENERAL REQUIREMENTS

ATTACHMENT 2

SECTION 01 10 00 – SITE SECURITY

SECURITY FORM (CEAL)

SECTION 01 36 00 – ENVIRONMENTAL PROTECTION

WASTE MANAGEMENT PLAN

RECOVERED MATERIALS WRITTEN DETERMINATION FORM

RECYCLED MATERIAL USE REPORT

MONTHLY REPORT OF SOLID WASTE DISPOSAL AND DIVERSION

SAMPLE OF HAZARDOUS MATERIAL LIST

DIVISION 2

SECTION 02 07 00 – SELECTIVE DEMOLITION

SECTION 02 83 00 – LEAD ABATEMENT

DIVISION 3 – NOT USED

DIVISION 4 – NOT USED

DIVISION 5

SECTION 05 05 33 - WELDING

SECTION 05 50 00 – METAL FABRICATIONS

DIVISION 6 – NOT USED

DIVISION 7 – NOT USED

DIVISION 8 – NOT USED

DIVISION 9

SECTION 09 91 23 – INTERIOR PAINTING

DIVISION 10

SECTION 10 22 10 – COLLAPSIBLE GATES

CONTROL REPORT TO INSPECTOR CONTRACT

PROGRESS REPORT 3064-3065

SCHEDULE OF ELEVATOR SERVICE AND MAINTENANCE

ATTACHMENT 01

FA4626-16-R-0008

TABLE OF CONTENTS

TOC-2

NZAS 16-6002

DIVISION 11 – NOT USED

DIVISION 12 – NOT USED

DIVISION 13 – NOT USED

DIVISION 14

SECTION 14 20 00 – ELEVATOR CONTROLS

SECTION 14 22 00 - ELEVATOR SERVICE AND MAINTENANCE

DIVISION 15 – NOT USED

DIVISION 16 – NOT USED

DIVISION 17 – NOT USED

DIVISION 18 – NOT USED

DIVISION 19 – NOT USED

DIVISION 20 – NOT USED

DIVISION 21 – NOT USED

DIVISION 22 – NOT USED

DIVISION 23 – NOT USED

DIVISION 24 – NOT USED

DIVISION 25 – NOT USED

DIVISION 26

SECTION 26 00 00 – ELECTRICAL INDEX

SECTION 26 05 00 – COMMON WORK RESULTS FOR ELECTRICAL

SECTION 26 05 03 – GENERAL MATERIALS REQUIREMENTS FOR ELECTRICAL

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 26 05 26 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 – RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 05 63 – LOW VOLTAGE ELECTRICAL DEMOLITION AND REMODEL

SECTION 26 27 26 – WIRING DEVICES

SECTION 26 28 00 – LOW VOLTAGE CIRCUIT PROTECTIVE DEVICES

SECTION 26 51 13 – INTERIOR LIGHTING FIXTURES, LAMPS AND BALLASTS

APPENDIX A – MCE CONTROLLER JOB PRINTS

APPENDIX B – MCE CONTROLLER INSTALLATION MANUAL

DIVISION 27 – NOT USED

DIVISION 28 – NOT USED

DIVISION 29 – NOT USED

DIVISION 30 – NOT USED

DIVISION 31 - NOT USED

DIVISION 32 – NOT USED

DIVISON 33 – NOT USED

END OF TABLE OF CONTENTS

ATTACHMENT 01 FA4626-16-R-0008

Repair MAF Elevator Doors

NZAS 16-6002

GENERAL REQUIREMENTS 01 00 00 - 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY OF WORK

Project titled: “Repair MAF Elevator Doors, NZAS 16-6002”, is for the repair of 15 Missile Alert Facility (MAF) elevators doors, one elevator door per site. The Government intends to repair/replace all 15 MAF elevator doors and contemplates the issuance of a requirements type contract with a base year and three option years. The government may issue the requirement to repair none, one, or up to all fifteen sites at any time during the life of the contract. The contract will consist of: the removal of the existing coiling overhead doors at the cab and landings of the elevator at each MAF facility, and their replacement with new collapsible gate type doors, all associated required safety interlocks, sensors, electromechanical relays, etc, and servicing/maintenance to bring the elevator into compliance will also be conducted to ensure safe operation.

Work relating to the elevator controls, systems, panels, cables, wiring, sensors, etc. shall be conducted by, or supervised by, if applicable, a licensed and/or certified elevator technician. All other Work may be conducted by the Contractor and is not required to be conducted by a licensed and/or certified elevator technician.

Work to include:

1. Removal of all three existing coiling overhead doors (one at elevator cab, one at each of two landing platforms) and their associated stainless steel covers

2. Removal of door open and door close controls (one in cab, one on top of cab, one at each of two landing platforms) and all associated conduit and wiring

3. Removal of all existing associated safety interlocks, sensors, electromechanical relays, etc.

connected to the existing coiling overhead doors

4. Installation of new steel plates and members for the support of the new collapsible gate doors

5. Cleaning and preparation of existing floor tracks to be reused for the new collapsible gate doors at the elevator cab sill and the landing sills at each level

6. Installation of new collapsible gate doors (one at the elevator cab, one at each of two landing platforms) and associated support tracks, receiving jamb track, strike jamb track, and lock keeper

7. Installation of interlock at collapsible gate doors (one at each of two landing platforms) and align arm and roller to activate when retiring cam on cab is activated

8. Installation of zone lock switch at collapsible gate door (one at the elevator cab) and align arm and roller to activate when it reaches the zone cam (one at each of two landing platforms)

9. Installation of new retiring cam assembly (motor, reduction unit, belt, pulley, rod and face assembly)

10. Installation of light curtain assembly one at the elevator cab

11. Removal of existing hinged elevator cab escape hatch and kill switch at roof of cab

12. Installation of new guide track assembly at top of elevator cab for new sliding roof hatch

13. Installation of new sliding roof hatch at top of elevator cab

14. Reinstallation of relocated escape hatch kill switch and associated wiring

15. Repainting of top of elevator cab, roof hatch assembly, existing adjacent steel panels and supporting steel channel head and jambs, and painting of all new supporting steel components at elevator cab door and each door at both platforms

ATTACHMENT 01 FA4626-16-R-0008 Repair MAF Elevator Doors NZAS

16-6002

GENERAL REQUIREMENTS 01 00 00 - 2

16. Modifications to MCE control panel to accomplish the following functions:

a. Elevator cab cannot move unless all gates (one at the elevator cab, one at each of two landing platforms) are closed

b. When elevator cab reaches a landing, the retiring cam releases which allows the interlock at the landing gate to disengage allowing the landing gate to be opened

c. When elevator cab reaches a landing, stationary zone cam at that landing allows the gate zone lock on the cab gate to disengage allowing it to be opened

d. When the cab arrives at a landing, an adjustable time delay is initiated to give the rider time to open the gates before the cab can be summoned to the other landing

e. If the light curtain is interrupted by an obstruction while the cab is in motion, it is stopped immediately

f. When the obstruction is removed from the light curtain, the cab’s motion is resumed in the same direction as previous

g. Installation of a spring-loaded jumper switch in the system safety circuit to allow for remedy of over-travel situations

17. Based on changes being made to controls, replace travelling cable if there are not sufficient wires in the existing cable

18. Replace light fixture in cab

19. Replace push-button stations (one in the elevator cab, one at each of two landing platforms)

20. Conduct maintenance and repairs necessary to provide safe operation of the elevators. Work to be performed will include, but is not limited to: replacement of cables, adjustment of brakes, tune-up or replacement of guide shoes and changing the oil in the WORM gear machine. Attachment 2 provides the minimal amount of service, maintenance, and repair that will be required.

1.2 UTILITIES:

Any power requirements in the elevator shaftway shall be provided by the contractor. Separate generator or compressor is required with cable or hose run through the elevator access door.

1.3 SAFETY:

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

PART 2 – PRODUCTS: Not applicable.

PART 3 - EXECUTION

3.1 INSPECTION:

There will be one primary inspector assigned to inspect for compliance. An alternate inspector will also be assigned and will perform all inspection duties in the absence of the primary inspector. The inspector will be the spokesman for compliance with the specifications and drawings. Controversies between the inspector and the Contractor will be resolved by the Contracting Officer. If, for some reason, a change in the primary or alternate inspector is required, the Contractor will be notified. The Contractor shall coordinate Contractor activities with Construction Management.

NZAS 16-6002

GENERAL REQUIREMENTS 01 00 00 - 3

3.2 CONTRACTOR VEHICLES AND EQUIPMENT:

3.2.1. 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. The Contractor shall not park vehicles in the project area during non working hours. A designated parking area for vehicles and equipment will be provided.

Vehicles will not be allowed on lawns or sidewalks without prior written approval. All equipment will be clearly marked with the Company name. All vehicles entering the Missile Alert Facility will have Company name displayed either with stencil or magnetic signage. Vehicles will be registered by/to the company.

3.2.2 The Contractor shall provide a plan for the transport of equipment, tools, supplies, paperwork, and all other material necessary for conductance of the project up and down the elevator shaft in the event that the elevator is inoperative. Ropes, pulleys, baskets, etc. may be implemented. The existing egress rope system at each shaft is for emergency use and may not be used for conductance of Work.

3.3 CONTINUED USE OF FACILITIES:

Building, structures, facilities, and utilities will continue in use by the Government during this contract.

The Contractor shall notify the Contracting Officer’s Representative when a no-work condition will occur for more than one day by the Contractor or sub-contractors (except weekends and federal holidays).

3.4 MAINTENANCE OF AIR FORCE OPERATIONS

It is required and essential that the primary use of the facilities continue uninterrupted throughout the contract period. Work, once commenced, shall be carried to completion with a minimum of interruption to Government operations.

3.5 AS-BUILT FIELD DATA

3.5.1. 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. The color red shall be used to indicate all additions and green to indicate all deletions. The drawings shall show the following information but not be limited thereto:

3.5.1.1. 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.

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

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

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

3.5.1.5. Changes in details design 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.

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

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

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GENERAL REQUIREMENTS 01 00 00 - 4

3.5.1.8. 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.

3.5.1.9. 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 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.

3.5.2. Submittal of the As-Built Field Data: The As-Built Field Data shall reflect the exact installation performed and two copies shall be submitted to the Contracting Officer for review and approval a minimum of three calendar days prior to the date of final inspection. If review of the preliminary as-built drawings reveals errors and/or omissions, 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 “Red LINE” drawings shall be reviewed at the final inspection for completeness. Once As-Built Field Data have been reviewed and approved one copy will be returned to the contractor with and electronic copy of contract drawings. The electronic contract drawings will be updated with the field data by the contractor and submitted to the Contracting Officer.

3.5.3. Preparation--As-Built Contract Drawing, Non AutoCAD Original Record Tracing:

3.5.3.1. Approved preliminary as-built drawings will be returned to the Contractor along with one set of the contract drawing original record tracings. These drawings are part of the permanent records of this project and the Contractor will be held responsible for their protection and safety until they are returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced in like medium, quality and size as the originals at the Contractor’s expense.

3.5.3.2. Drafting of the data onto the contract drawing original mylar record tracings shall be done in a quality equal to that of the originals. Linework, lineweights, and lettering, and use of symbols shall be the same as the original line work, line weights, and lettering, and symbols. All revisions shall be noted in revision block with revision symbol in chronological sequence. This symbol shall also be placed on drawing where revision was made. Plastic drafting leads or ink shall be used. Graphite leads shall only be used where used on the original drawings. If additional drawings are required, they shall be prepared on the same medium and of equal size and quality as the original record tracings. Sufficient blank sheets for this purpose will be furnished by the government at no cost to the Contractor upon request. When final revisions have been completed, each drawing shall be lettered or stamped with the words “As-Built” in block letters at least 3/8 inch high placed above the title block of space permits, or if not, below the title block between the border and the trim line. The date of completion and the words “REVISED AS-BUILT” shall be placed in the revision block above the latest revision notation. Markings on the reverse side of the drawings will not be permitted. The submittal shall include the approved “Red Line” drawings and the revised original record drawings as stated above.

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

3.5.4.1. Approved preliminary as-built drawings will be returned to the Contractor along with AutoCAD CD (Release 2014) of the original drawings. All work on the CD 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.

NZAS 16-6002

GENERAL REQUIREMENTS 01 00 00 - 5

3.5.4.2. Modifications to the CD 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 to the discs. The size of the letters will be at least 3/8 inch high and be placed either above the title block or to the left of the title block. Fill in the revisions block with “REVISED AS-BUILT”, date and initials. The submittal shall include the revised AutoCAD CD, the approved “Red Line” drawings and a full size plot of the drawings from the revised CD.

3.5.5. Preparation--As-Built Contract Drawing, Both AutoCAD and Non AutoCAD Original Record Drawings:

3.5.5.1. Approved preliminary as-built drawings will be returned to the Contractor along with the non AutoCAD original mylar record tracings and the CD for the AutoCAD original drawings. These drawings are part of the permanent records of this project and the Contractor will be held responsible for their protection and safety until they are returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced in like medium, quality and size as the originals at the Contractor’s expense.

3.5.5.2. For Non AutoCAD drawings, drafting onto the contract drawing original record tracings shall be done in a quality equal to that of the originals. Linework, lineweights, lettering and use of symbols shall be the same as the original. All revisions shall be noted in the revision block with revision symbol in chronological sequence. This symbol shall also be placed on drawing where revision was made. Plastic drafting leads or ink shall be used. Graphite leads shall only be used where used on the original drawings. Additional drawings, if required shall be the same format, size and quality as provided on the AutoCAD CD. The additional drawings will be added to the CD provided.

3.5.5.3. For AutoCAD drawings, modifications to the CD 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.

3.5.5.4. When the final revisions have been completed, each drawing shall be lettered or stamped, for original record tracings and lettering added to the CD with the words “AS-BUILT” in block letters at least 3/8 inch high. The lettering shall be place either above the title block or to the left of the title block. The words “REVISED AS-BUILT” shall be placed in the revision block along with the date of completion and the initials of the reviser. The submittal shall include the approved “Red line” drawings, the revised original record tracings, the revised AutoCAD CD and a print of the drawings from the revised CD.

3.5.6. The final as-built submittal shall be completed and returned together with the approved preliminary as-built drawings to the Contracting Officer within 30 calendar days of the final inspection. The Contracting Officer will review all final as-built record drawings for accuracy and conformance to the drafting standards and other requirements contained herein. The submittal shall be returned to the Contractor if corrections are necessary. The Contractor shall make all corrections and shall return the submittal to the Contracting Officer within seven calendar days of receipt.

3.5.6.1. All costs incurred by the Contractor in the preparation and furnishing of as-builts shall be included in the contract price and no separate payment will be made for this work. Approval and acceptance of the final as-built record drawings shall be accomplished before final payment is made to the Contractor.

3.5.6.2. In addition to the above requirements, one set of marked-up as-built blueprints shall be furnished to the Contracting Officer at the time of system acceptance testing. These as-built blueline prints shall be in addition to the requirements stated for the submission of the Operation and Maintenance Manuals.

3.6 CONCEALED WORK

All items of work to be concealed shall be Government inspected prior to concealment.

3.7 OPERATING AND MAINTENANCE INSTRUCTIONS:

One complete set of instructions, in post-form binders, containing the manufacturer’s operating and maintenance instructions for all equipment shall be furnished to the Contracting Officer. In addition, (2) CD-ROM discs containing the same information as the hard copy shall be provided. Where information or

ATTACHMENT 01 FA4626-16-R-0008 Repair MAF Elevator Doors NZAS

16-6002

GENERAL REQUIREMENTS 01 00 00 - 6

instructions are included for more than one model, the Contractor shall clearly mark the model actually installed on the job. The manuals shall be sectionalized using dividers with labeled tabs identifying the product/item behind the dividers. One complete set shall be furnished at the time test procedures are submitted, and the remaining sets shall be furnished before the contract is completed. Furnishing operating and maintenance instructions does not relieve the Contractor of the responsibility of furnishing framed instructions and schematics where specified. Each binder shall be indelibly marked on the exterior front and edge with the project name, project number, contract number, name of contractor and the date. Operating Manuals shall be provided at each Site to the Facility Manager as Work at that Site is completed.

3.8 CONTRACTOR FURNISHED EQUIPMENT DATA:

Ten days prior to final inspection and acceptance of work, the Contractor shall submit the following data:

3.8.1. Equipment List: An itemized equipment list showing unit retail value and nameplate data including serial number, model number, size, manufacturer, etc., for all Contractor furnished electrical and mechanical equipment installed under this contract. A sample form showing the minimum data required is provided at the end of this Section.

3.8.2. Guarantees: Provide a list of all equipment items which are specified to be guaranteed, accomplished by a copy of each specified guarantee therefore. For 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. The completion data of the guarantee period shall correspond to the applicable specification requirements for each guarantee item.

3.9 INITIAL CONSTRUCTION SITE EVALUATION, AND IN-PLACE CONSTRUCTION MOCK-UP:

Contractor is to schedule and perform a detailed site inspection, verification, and documentation of existing conditions at the first site to undergo Work, including exploratory temporary removal of existing materials and components, relating to the implementation of all new construction. Contractor is to proceed with the evaluation, development, and construction at the initial site only, with the as-built solution at the initial site serving as an in-place mock-up. This solution will only be implemented at the other construction sites after it has been developed, evaluated, and approved by the Government. No evaluation of, work at, ordering of materials or equipment, fabrication, or any other actions regarding implementation of Work at the other project sites shall take place until the in-place mock-up has been approved by the Government.

3.10 SHOP DRAWINGS:

Shop drawings will include specially prepared technical data for this project and will consist of drawings, diagrams, performance curves, schedules, calculations, measurements, and will expand the general application to this specific project. Shop drawings show complete and accurate descriptions of specific equipment or systems to be installed. This will include detailed drawings showing routings, material types, installation and anchoring methods, component sizes, mounting methods, spacing, interface with existing systems, wiring and electrical systems, and all other details associated with the installation.

3.11 START OF WORK NOTIFICATION:

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

3.12 NOTICE OF PRE-FINAL AND FINAL INSPECTIONS:

The Contractor shall, after notifying the Project Inspector 5 days prior, schedule a date with the Contracting Officer for a pre-final inspection. After all discrepancies found during the pre-final inspections

NZAS 16-6002

GENERAL REQUIREMENTS 01 00 00 - 7

have been corrected, the Contractor shall schedule a final inspection with the Contracting Officer 3 days prior to his projected completion of the project. The red line “As-Built” drawings shall be provided by the Contractor at the final inspection.

3.13 CONSTRUCTION NEAR UTILITY SYSTEMS:

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

103) and coordinating with Government inspectors as required. The contractor is responsible for obtaining all coordination signatures for the permit. The approved permit shall be valid for a period not to exceed 90 calendar days. To the maximum extent possible, eliminate permanent markings on pavement and curbs. The contractor shall be responsible for maintaining all utility markings. Location marks shall be removed after 14 calendar days if not used. All markings shall be accomplished with water-based chalk (Aervoe Pacific Inc. 1-800-227-0196 or equal). No paints will be used. Detailed permit procedures and guidelines shall be provided to the contractor during the Pre-performance Conference. Digging within three feet of buried communications cables, environmental monitoring wells, electrical cables, irrigation systems, and gas lines shall be performed by hand digging until the utility is exposed. The Project Inspector shall be notified three days prior to digging within a three-foot area near this utility. A representative from the Communications Office must be present during excavation of Communications Cables. The cable routes must be marked prior to excavation in the area. The Contractor shall be held responsible for any damage to a marked or identified utility by excavation procedures. Once the utility is exposed, mechanical excavation may be used if there is no chance of damage occurring to the cable or piping system. The contractor is responsible for marking all excavations he will do, five (5) work days prior to needing existing utilities marked by the government.

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

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

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

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

3.14 UTILITY OUTAGES

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

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GENERAL REQUIREMENTS 01 00 00 - 8

3.15 SUBMITTALS

Contractor shall submit three copies of all submittals, to be recorded on AF Form 66. Submittal items, including samples, shall be marked with a number corresponding to the item number on the AF Form 66, and the page and paragraph number of the specification requiring the submittal. Contractor shall hi-lite specifics when submitting catalogs, etc. It is the responsibility of the contractor to complete column 13, “Required Submission Date”, in 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 (such as HVAC, etc) at the same time to enhance review of interrelated components.It is the Contractor’s responsibility to ensure the dates provided on the form do not create any delays in construction. Provide the completed form to the Contracting Officer at or prior to the Pre-Construction meeting. The completed form will then be used by the Government for tracking submittal progress. If the contractor is proposing to use an exact brand name or product specified, a submittal for that item is not required. In lieu of a submittal, the contractor shall submit a letter to the Contracting Officer outlining each item that will be provided exactly as specified. These items will also be annotated as such on the AF Form 66. Even though a specified product is provided, in some circumstances a submittal may still be required for color selection, etc. If a recycle initiative product is specified and the contractor wishes to provide a substitute product, the Contractor shall request the substitution as indicated in paragraph 3.28 of this Section.

3.16 CONTRACTOR STORAGE AREA AND WORK SITE: Not used.

3.17 REPAIR OF ROAD CUTS

Asphaltic surface shall be completely in-place within 48 hours after placement of base gravel. Between placement of base gravel and pavement, road shall be kept in drivable and passable condition.

3.18 QUALITY CONTROL

3.18.1. General. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL WHICH IS

CONSIDERED BY THE GOVERNMENT TO BE A MAJOR INSPECTABLE ITEM OF THIS CONTRACT.

In addition to CONTRACT CLAUSE, INSPECTION OF CONSTRUCTION, the Contractor shall comply with the Quality Control Provisions as specified herein. The Contractor shall perform all Quality Control inspection 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 which comply with contract requirements. The system shall cover construction operations, including fabrication both on-site and off-site, and shall be keyed to the proposed construction sequence. If the Contractor fails to submit an acceptable Quality Control Plan within the time herein prescribed, the Contracting Officer will refuse to allow construction to start.

3.18.2. Quality Control Plan: General: 30 days after issuance of the Notice to Proceed, the Contractor’s Quality Control Plan must be acceptable to the Government. Construction will be permitted to begin only after acceptance of the contractor’s Quality Control Plan. The Contractor’s Quality Plan shall identify the personnel, procedures, instructions, records, forms, and as a minimum, shall include the following:

3.18.2.1. A description of the Quality Control management organization including an organizational chart.

3.18.2.2. The number, 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. The Quality Control manager must have a minimum of five years of documented experience in the primary areas of construction included in this contract. Include qualifications in the submitted plan for Government approval.

This contract requires a Quality Control Manager, except when bypass pumping, tapping lines, utility locates, etc. The individual assigned may have other duties within the contractor’s organization but must commit a minimum average of two hours per day towards fulfilling the QC requirements of this section.

Hours dedicated to this function will be annotated on the submitted QC records.

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3.18.2.2.1. The Contractor’s Quality Control activities to be performed, include those of subcontractors, off-site fabricators, and suppliers. A job specific detailed work item list for inspection purposes will be developed by the contractor. 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. A sample from a simplified and generic project is included as Attachment 1 to indicate the level of detail expected in this checklist.

3.18.2.2.2. Quality Control testing procedures including corrective actions to be taken where non-compliance is noted by the Quality Control Manager.

3.18.2.2.3. Documentation format for Contractor’s Quality Control activities and testing. The attached form is to be used for documenting daily inspections, corrective actions, etc.

3.18.2.2.4. Procedures for ensuring As-Builts are accurate and updated daily.

3.18.2.2.5. Safety program that ensures complete compliance with OSHA and the U.S. Army Corps of Engineers manual EM 385-1-1, Safety Health Requirements Manual. Any non-compliance issues are the responsibility of the Contractor and not the Government.

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

3.18.2.2.7. A listing of all required electrical testing and operational tests.

3.18.3. Acceptance: The Quality Control Plan will be reviewed and approved, if acceptable, by the 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:

3.18.3.1. Directed removal and replacement of the QC Manager.

3.18.3.2. Cure notices and other applicable contracting actions up to and including possible contract termination for default.

3.18.3.3. Other contractual actions deemed appropriate by the Contracting Officer.

3.18.4. Quality Control Records: The Quality Control Records shall contain a record of daily inspections for 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 his technical representative. Daily reports will be signed by the designated Quality Control Manager and will indicate hours spent on Quality Control that day. A copy of the QC daily reports shall be given to Construction Management by noon on the following day.

3.18.5. Submittals: The contractor will submit three copies of the proposed Quality Control Plan for acceptance not more than 10 days after Award. No work will start until acceptance is made by the Contracting Officer. No exceptions will be provided to this requirement.

3.19 CONTRACT PROGRESS SCHEDULE AND REPORT

3.19.1. Contractor shall complete Progress Schedule Form 3064 using bi-monthly intervals, starting with the Notice to Proceed date until Final Acceptance. The project schedule is required to be delivered to the Contracting Officer for review and approval prior to the start of work. Work may not commence until the project schedule is approved unless the Contracting Officer waives the requirement.

3.19.2. Contractor shall complete Progress Report Form 3065 and submit to the Contracting Officer every two weeks, starting at the Notice to Proceed until Final Acceptance. The progress report shall mirror the intervals of the approved progress schedule.

Repair MAF Elevator Doors NZAS 16-6002

GENERAL REQUIREMENTS 01 00 00 - 10

3.20 1354 CHECKLIST

Contractor will complete the Property Inventory checklist and submit it to the Contracting Officer 10 days prior to final inspection at each site. Prior to completing the Form 1354 checklist, the Contractor shall request assistance from the Resource Management Flight. The checklist will be delivered to the Contractor at the Preconstruction conference.

3.21 WORK SCHEDULE

3.21.1 Working hours for the Contractor will normally be between the hours of 6:45 a.m. and 5:15 p.m.

Monday –Thursday excluding Federal Holidays. With Government approval, the Contractor may work four 10-hour days per week, Tuesday-Friday. If the Contractor desires to work during periods other than above, additional government inspection forces may be required. The Contractor must notify the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such force is reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

3.21.2 Weekly construction meetings will be held throughout the duration of the project at a time and place specified in the Pre-Construction Conference.

3.22 NUCLEAR DENSOMETERS: Not used.

3.23 REFERENCES

All references listed in these specifications are intended to be the current version or edition, unless specifically identified otherwise.

3.24 ENERGY EFFICIENT PRODUCTS

All equipment supplied under this contract that requires energy usage shall be ENERGY STAR compliant.

END OF SECTION 01 00 00

NZAS 16-6002

GENERAL REQUIREMENTS, ATTACHMENT 1 01 00 00

A, B, I G H L

1 X X X X X

2 X X X X X

3 X X X X X

4 X X X X X

5 X X X X X

6 X X X X X

7 X

X X

X

9 X

X13

X14

X15

X16

X17

X X X X X

Provide hoist rope guard on machine room side.

Provide label/sign on indicate site location of power supply side to main disconnect.

Provide and install warning label/sign on controller indicating "live power supplied from other source".

Provide maintenance record manual to log maintenance performed and record of testing.

NZAS 16-6002 REPAIR MAF ELEVATOR DOORS

Car over travels terminal stop on access inspection mode. Adjust/correct.

Change lubricant in the Worm Gear Machine.

Replace car and counterweight guide shoe inserts.

Properly cut governor rope to correct length.

Adjust and align under carriage safety.

Adjust drive unit in controller.

Properly adjust brakes on drive machine to eliminate slide/roll back.

Minor adjustments necessary to provide smooth, safe operation of the elevator.

Replace governor rope.

Replace hoist ropes.

Replace Controller terminal stripes "wiring labels".

Replace missing platform guard section Correct under carriage over lubrication.

("Deflector sheave bearing seals").

X X

X

X

Attachment 1

Replace damaged wedge shackles.

X

X

X

X

X

X

D, E, F, M, OC KJ

X

X

X

X

X

X

X

X

X

N

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1 Jun 15 15 Jun 15

LINE % COMPLETED

NO. CUMULATIVE

not

CONTRACTOR

The project is behind schedule.

Scheduled project percentage for this period is Scheduled cumulative percentage

TOTAL

REMARKS

15 Jun 2015

SIGNATURE

DATE

DATE

SIGNATURE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE

, Contracting Officer

, Construction Inspector

TYPE OR PRINT NAME AND TITLE

% OF

TOTAL JOB

BASE CIVIL ENGINEER

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

CONTRACT NO. COMPLETION DATE

CONTRACTOR

PERIOD COVEREDREPORT NO.

CONTRACT PROGRESS REPORT

Form Approved

OMB NO. 9000-0058

Expires March 31, 1993

ADDRESS

PROJECT NO.

AF Form 3065, SEP 91 PREVIOUS EDITION IS OBSOLETE *U.S. GOVERNMENT PRINTING OFFICE: 1991 -- 281-451/40133

1 NZAS 16-6002

WORK ELEMENT

% COMPLETED

THIS PERIOD

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.

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources,gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washinton Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No.

9000-0058, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCO, Pentagon,Washington DC 20330-

X

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources,gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washinton Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No. 9000-0058, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses.

Send your completed form to: SAF/AQCO, Pentagon,Washington DC 20330-1000.

Attachment 1

FA4626-16-R-0008

NZAS 16-6002

CONTRACTOR ENTRY AUTHORIZATION LIST CURRENT AS OF 01 MAY 2015

HOURS: Standard

DAYS: Standard

CODES: Standard = 0600 - 1800 Mon - Sat

DATE UPDATED:

NAME (Last, First MI) SSN DOB STATE/DL#

Height

Weight

Eye Color

Hair Color SEX RESIDENCE (HOME) ADDRESS COMPANY

ACCESS

REQUIRED

(SAMPLE) SMITH, JOHN D 121456789 10-Jul-60 MT/0000000000000 72"/200 Blue/Brown M 0000 12th Ave N, Great Falls, MT Smith Construction BW or 24/7

Standard BW

Standard BW

Standard BW

Standard BW

Standard BW

Standard BW

Standard BW

(local)Project Manager Contracting Officer

Name/Phone Name/ Phone

All Days = 24/7

BW = Basewide

The personnel listed below have been verified and will require unescorted entry onto Malmstrom AFB to perform official contractual duties. All commercial/contractor vehicles must be searched regardless of size.

All contractors will enter the installation through the 10th Ave North Gate.

If there are any questions please contact the PROJECT MANAGER - Steve Bucini @ (509)258-7200

SUBJECT:

COMPANY:

EFFECTIVE DATE:

EXPIRATION DATE:

MEMORANDUM FOR: 341st Contracting Squadron

CONTRACT #:

CONTRACTING OFFICER VERIFICATION

INFORMATION CONTAINED HEREIN IS PERSONAL AND WILL NOT BE DISCLOSED TO THE PUBLIC WITHOUT CONSENT OF THE INDIVIDUALAFI 33-332, AIR FORCE PRIVACY ACT PROGRAM APPLIES.

PROJECT MANAGER VERIFICATION

Attachment 1

FA4626-16-R-0008

Attachment 1 FA4626-16-R-0008

NZAS 16-6002

SITE SECURITY 01 10 00 - 1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 011000 – SITE SECURITY

PART 1 GENERAL

A. The contractor shall be responsible to ensure all contract personnel, to include employees of subcontractors and vendors protect all government property, equipment and follow established fire marshal and security directives while in Air Force restricted areas.

B. Upon entering and exiting a restricted area, all individuals, hand-carried items and vehicles shall be subject to inspection for readily detectable contraband items IAW the 341 MW Integrated Defense Plan, 31-1. 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.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.1 MISSILE FIELD ENTRY AUTHORITY LIST (EAL)

A. The contractor will be issued a request for a Contractor Entry Authority List (CEAL) by the contract administrator. Upon receipt, the contractor must compile the information required for the CEAL and submit a completed CEAL to the contract administrator. Until this occurs, no employees will be permitted to enter Malmstrom AFB, to include missile field restricted areas (MAF/ LF) or free zones.

Required CEAL information consists of the following: full name, date of birth, driver’s license number, social security number, height, weight, eye color, hair color, home residence and company. All contractors listed on the CEAL will be put into the Criminal Justice Information Network (CJIN) database 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 the installation or MAF. 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 Montana Code

Annotated § 46-23-502. Security Forces (SF) is allotted five days to complete these checks. The contractor is required to notify the contracting officer in writing, if an employee on a CEAL terminates his or her employment with the contractor or is involved in an incident resulting in an unfavorable result, including, but not limited to those identified above.

B. The contractor must identify which personnel on the CEAL will need to enter restricted areas. The CEAL will be used to accomplish the restricted area entry authority list

Attachment 1

Repair MAF Elevator Doors

NZAS 16-6002

SITE SECURITY 01 10 00 - 2

(EAL). All contractor personnel, to include sub-contractors must be listed on the EAL for entry to restricted areas. The number of personnel must be kept to a reasonable number to accomplish the required project. The contracting officer shall deny any EAL requests with excessive numbers of workers. The contractor must submit a valid 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.

3.2 SITE ENTRY/EXIT

A. A program shall be developed to ensure contractor personnel are aware of site entry, security control methods and actions. This program is part of the Quality Control Plan in Section 010000.

Personnel shall be briefed to ensure authorized persons who routinely work in or around security areas are thoroughly aware of control methods and actions taken to enforce security.