Attachment_1_Specifications.pdf

REPAIR BUILDING 1840 & CONSTRUCT FLAMMABLE LIQUIDS STORAGE, WSA

MALMSTROM AFB, MT.

NZAS 09-1004

FA4626-15-R-0015

TABLE OF

CONTENTS TOC-1

REPAIR BUILDING 1840 & CONSTRUCT FLAMMABLE LIQUID STORAGE

WSA

NZAS 09-1004

MALMSTROM AIR FORCE BASE, MONTANA

FA4626-15-R-0015

SMA PROJECT NO. 1332

TABLE OF CONTENTS

Enumeration of Drawings, Specifications and Addenda: The following are the Specifications and Drawings, and Addenda which form a part of this Contract:

See following Specifications for Bidding Requirements, Proposal, Special Conditions, etc.

SPECIFICATIONS

DIVISION 1

SECTION 010000 – GENERAL REQUIREMENTS

SECTION 011001 – SUPPLEMENTARY REQUIREMENTS

SECTION 011005 – SITE SPECIFIC SUPPLEMENTARY REQUIREMENTS

QUALITY CONTROL REPORT TO INSPECTOR

SECURITY FORM (CEAL)

SECTION 013050 – MODIFICATION PROCEDURES

SECTION 013201 – PROJECT SCHEDULE

SECTION 013600 – 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

SECTION 017000 – EXECUTION REQUIREMENTS

SECTION 017002 – AS BUILT RECORDS AND DRAWINGS

DIVISION 2

SECTION 024119 – SELECTIVE DEMOLITION

SECTION 020700 – LEAD BASED PAINT REMOVAL & DISPOSAL

SECTION 028200 – REMOVAL AND DISPOSAL OF ASBESTOS MATERIALS

DIVISION 3

SECTION 033000 – CAST-IN-PLACE CONCRETE

DIVISION 4

SECTION 042000 –MASONRY

DIVISION 5

SECTION 051200 – STRUCTURAL STEEL

SECTION 052119 – OPEN WEB STEEL JOIST FRAMING

SECTION 053000 – STEEL DECKS

SECTION 054000 – COLD FORMED METAL FRAMING

SECTION 055000 – METAL FABRICATIONS

SECTION 055113 – METAL PAN STAIRS

DIVISION 6

SECTION 061000 – ROUGH CARPENTRY

DIVISION 7

SECTION 072100 – ACOUSTIC INSULATION

SECTION 074000 – METAL SIDING PANELS

SECTION 075423 – THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

SECTION 076200 – SHEET METAL FLASHING & TRIM

SECTION 078413 – PENETRATION FIRESTOPPING

SECTION 079000 – JOINT PROTECTION

NZAS 09-1004

FA4626-15-R-0015

TABLE OF

CONTENTS TOC-2

SECTION 079200 – JOINT SEALANTS

DIVISION 8

SECTION 081113 – HOLLOW METAL DOORS AND FRAMES

SECTION 083463 – DETENTION DOORS AND FRAMES

SECTION 083613 – SECTIONAL DOORS

SECTION 087100 – DOOR HARDWARE

SECTION 088000 – GLAZING

DIVISION 9

SECTION 092216 – NON-STRUCTURAL METAL FRAMING

SECTION 092900 – GYPSUM BOARD ASSEMBLIES

SECTION 095113 – ACOUSTICAL PANEL CEILINGS

SECTION 096513 – RESILIENT BASE ACCESSORIES

SECTION 096519 – RESILIENT TILE FLOORING

SECTION 096813 – TILE CARPETING

SECTION 097700 – FIBERGLASS PANEL

SECTION 099100 – PAINTING

DIVISION 10

SECTION 102113 – METAL TOILET COMPARTMENTS

SECTION 102800 – TOILET AND BATH ACCESSORIES

DIVISION 11 – Not Used

DIVISION 12 – Not Used

DIVISION 13

SECTION 131290 – PREFABRICATED METAL FLAMMABLE LIQUIDS STORAGE FACILITY

DIVISION 14 – Not Used

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

SECTION 211313 – WET-PIPE SPRINKLER SYSTEM

SECTION 211319 – DELUGE FIRE PROTECTION SYSTEM

DIVISION 22

SECTION 220511 – COMMON WORK RESULTS FOR PLUMBING

SECTION 220512 – GENERAL MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

SECTION 220523 – GENERAL DUTY VALVES FOR PLUMBING PIPING

SECTION 221100 – FACILITY WATER DISTRIBUTION

SECTION 221300 – FACILITY SANITARY SEWERAGE

SECTION 221500 – GENERAL SERVICE COMPRESSED-AIR SYSTEMS

SECTION 223400 – FUEL-FIRED DOMESTIC WATER HEATERS

SECTION 224000 – PLUMBING FIXTURES

DIVISION 23

SECTION 230511 – COMMON WORK RESULTS FOR HVAC AND STEAM GENERATION

SECTION 230512 – GENERAL MOTOR REQUIREMENTS FOR HVAC AND STEAM GENERATION

EQUIPMENT

SECTION 230548 – VIBRATION & SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

SECTION 230593 – TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230711 – HVAC, PLUMBING, AND BOILER PLANT INSULATION

SECTION 230900 – DIRECT- DIGITAL CONTROL SYSTEM FOR HVAC

SECTION 230901 – INDEX OF APPENDICIES

SECTION 230902 – APPENDIX A-F

NZAS 09-1004

FA4626-15-R-0015

TABLE OF

CONTENTS TOC-3

SECTION 230903 – DIRECT-DIGITAL CONTROL SYSTEM SEQUENCE OF OPERATIONS

SECTION 230904 – APPENDIX H – MECHANICAL COMMISSIONING

SECTION 232113 – HYDRONIC PIPING

SECTION 232123 – HYDRONIC PUMPS

SECTION 232300 – REFRIGERANT PIPING

SECTION 233100 – HVAC DUCTS AND CASINGS

SECTION 233400 – HVAC FANS

SECTION 233600 – AIR TERMINAL UNITS

SECTION 233700 – AIR OUTLETS AND INLETS

SECTION 235233 – CONDENSING BOILERS

SECTION 238200 – CONVECTION HEATING AND COOLING UNITS

DIVISION 24 – Not Used

DIVISION 25 – Not Used

DIVISION 26

SECTION 260500 – COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260503 – GENERAL MATERIALS REQUIREMENTS FOR ELECTRICAL

SECTION 260513 – MEDIUM-VOLTAGE CABLES

SECTION 260519 – LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260526 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260533 – RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260553 – IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260562 – LOW-VOLTAGE ELECTRICAL SITE WORK

SECTION 260563 – LOW-VOLTAGE ELECTRICAL DEMOLITION & REMODEL

SECTION 260566 – LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE

SECTION 261200 – MEDIUM-VOLTAGE TRANSFORMERS

SECTION 261843 – MEDIUM-VOLTAGE GROUNDING DEVICES

SECTION 261846 – MEDIUM-VOLTAGE CONNECTORS AND TERMINALS

SECTION 262200 – LOW-VOLTAGE TRANSFORMERS

SECTION 262416 – PANELBOARDS

SECTION 262419 – MOTOR-CONTROL CENTERS

SECTION 262713 – ELECTRICITY METERING

SECTION 262726 – WIRING DEVICES

SECTION 262800 – LOW-VOLTAGE CIRCUIT PROTECTIVE DEVICES

SECTION 262816 – ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 262913.13 – ACROSS-THE-LINE MOTOR CONTROLLERS

SECTION 263213.13 – DIESEL-ENGINE-DRIVEN GENERATOR SETS

SECTION 263623 – AUTOMATIC TRANSFER SWITCHES

SECTION 264313 – TRANSIENT-VOLTAGE SUPPRESSION FOR LOW-VOLTAGE POWER

CIRCUITS

SECTION 265113 – INTERIOR LIGHTING FIXTURES, LAMPS AND BALLASTS

SECTION 267100 – ELECTRIC MOTORS

CERTIFICATE OF TRAINING

DIVISION 27

SECTION 270000 – TELECOMMUNICATIONS REQUIREMENTS

SECTION 270526 – GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

SECTION 270528.13 – CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS

DIVISION 28

SECTION 283100 – DELUGE RELEASING SYSTEM

SECTION 283174 – INTERIOR ADDRESSABLE FIRE ALARM SYSTEM

SECTION 283176 – INTERIOR MASS NOTIFICATION SYSTEM

DIVISION 29 – NOT USED

DIVISION 30 – NOT USED

DIVISION 31

SECTION 310516 – AGGREGATES FOR EARTHWORK

DIVISION 32

SECTION 320513 – SOILS FOR EXTERIOR IMPROVEMENTS

NZAS 09-1004

FA4626-15-R-0015

TABLE OF

CONTENTS TOC-4

SECTION 321600 – CONCRETE SIDEWALKS, DRIVEWAYS, APPROACHES, CURB TURN

FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE

CONSTRUCTION

SECTION 329000 – SEEDING, SODDING AND FERTILIZING

DIVISION 33

SECTION 330130 – CURED-IN-PLACE (CIPP) LINING OF EXISTING SEWERS

END OF TABLE OF CONTENTS

REPAIR BUILDING 1840 & CONSTRUCT FLAMMABLE LIQUIDS STORAGE, WSA NZAS 09-1004

MALMSTROM AFB, MT. FA4626-15-R-0015

GENERAL REQUIREMENTS

010000-1

GENERAL REQUIREMENTS 010000 - 1

SECTION 010000 - GENERAL REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY OF WORK

Provide all items, articles, materials, operations, or methods listed, mentioned or scheduled on the drawings and/or as specified herein, including all labor, materials, equipment, and incidentals necessary and required for completion of the scope of this project. Time periods referred to as a day(s) in this specification are defined as calendar day(s).

1.2 UTILITIES

All reasonable quantities of utilities will be made available from existing utilities to the Contractor without charge. Any temporary connection or lines that may be required will be installed, maintained, and removed by the Contractor at his own expense and in such a manner satisfactory to the Contracting Officer. Removal of such connections or lines will be accomplished prior to final acceptance of the construction. The Contractor shall provide any necessary portable power.

1.3 OMISSIONS OF INDUSTRY STANDARDS:

Omissions from the drawings or specifications or the mis-description of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or mis-described work.

1.4 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 the Contracting Officer’s representative.

MALMSTROM AFB, MT. FA4626-15-R-0015

GENERAL REQUIREMENTS

010000-2

GENERAL REQUIREMENTS 010000 - 2

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.

3.2.2. Truckload Limits: The following load limits shall apply to all contractor-operated equipment on this project:

April 1 to June 1 -- 350 #/inch width of tire All Other Times -- 400 #/inch width of tire

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 Construction Management 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. 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.

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.

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-3

GENERAL REQUIREMENTS 010000 - 3

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.

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:

3.5.2.1. 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 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 days of receipt. The “Red LINE” drawings shall be reviewed at the final inspection for completeness. Once As-Built Field Data has been reviewed and approved, one copy will be returned to the contractor with an electronic copy of contract drawings. The electronic contract drawings will be updated with the field data by the contractor and re-submitted to the Contracting Officer for permanent record.

3.5.3. Preparation--As-Built Contract Drawings:

3.5.3.1. Approved preliminary as-built drawings, which were kept on site during construction, and marked with all changes, will be returned to the Contractor along with AutoCAD Compact Disk (CD). 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.

3.5.3.2. 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 drawings. On each sheet the words “AS BUILT” in block letters will be added to the CD. 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 two copes of the revised AutoCAD CD (2010), the approved “Red Line” drawings, and two full size final As-Built plots of the drawing set.

3.5.4. List of Equipment-In-Place:

3.5.4.1 In addition to the above requirements, the Contractor shall submit for approval, at the completion of construction, a list of equipment-in-place. This list shall be updated and kept current throughout construction, and shall be jointly inspected for accuracy and completeness by the Contracting Officer’s

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-4

GENERAL REQUIREMENTS 010000 - 4

representative and a responsible representative of the contractor prior to submission of each monthly pay estimate. A sample form showing minimum data required is provided at the end of this section.

3.6 CONCEALED WORK

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

3.7 OPERATING AND MAINTENANCE INSTRUCTIONS

Three complete sets of instructions, each in post-form binders, containing the manufacturer’s operating and maintenance instructions for all equipment shall be furnished to the Contracting Officer. Where information or 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.

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.

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 MODEL UNITS

When model units are required, one model unit will be inspected at all key stages of construction. All deficiencies noted during these various inspections will be corrected prior to proceeding with the work schedule. No exceptions.

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 at least five work 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 three work days; notifying CM when work shall begin following the end of all specified exclusion periods.

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-5

GENERAL REQUIREMENTS 010000 - 5

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 FINAL INSPECTION

The Contractor shall, after notifying the Project Inspector, schedule a date with the Contracting Officer for final inspection 14 days prior to his projected completion of the project. A final inspection shall not be held until all discrepancies found during the pre-final inspections have been corrected. The red line drawings shall be 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), commonly known as a “Digging Permit,” and coordinating with Government inspectors as required.

It is also the sole responsibility of the Contractor to make all requests for locates and marking by the private sector. Note that private companies supply numerous utilities and services on Malmstrom Air Force Base. AF Form 103 does not address coordination with private companies. Requests for locates by private firms shall be performed by the contractor in accordance with State of Montana and Federal regulations. 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 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 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 communications (Telco) must be present during excavation of Communications Cables. The cable piping 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, three (3) 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 three inches wide, lettering on tape to show buried utility, and brightly colored.

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 scope exchange cables shall be the responsibility of the Contractor. Repair actions must be accomplished by the current scope exchange 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 scope exchange personnel.

3.14 UTILITY OUTAGES

All utilities programmed to be interrupted during construction shall be scheduled at least 14 days in advance of the outage and at a time convenient for the government. The “Utility Outage Notice” will be

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-6

GENERAL REQUIREMENTS 010000 - 6

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.

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. Approval of submittals by the Contracting Officer shall not relieve the Contractor from responsibility for deviations from drawings or specifications, nor shall it relieve him from responsibility for errors in shop drawings or other submittal literature.

3.16 CONTRACTOR STORAGE AREA

Prior to notice to proceed, Contractor will be provided a storage area on the base within three miles of the project site or as designated on the site plan. All contractor equipment and materials shall be stored in this area except for materials that will be used on the job within a 48 hour period. Contractor is responsible for the security of assigned storage area (3,000 S.F., more or less). Temporary storage buildings (excluding tractor trailers) sited in the storage area shall conform to the base color scheme (Antique Linen, Fed. No. 23578). Architectural and structural features of all temporary facilities (including tractor trailers) shall be maintained in good repair as required by the Contracting Officer. Work site and storage areas shall be enclosed by 6’ chain link fence with access gates. Spare keys to any locked gates shall be provided to the base fire department dispatch office. Storage areas and job sites shall be clean, orderly, and free of debris, demolished/excess materials, etc. Job sites will be cleaned daily and refuse and debris removed from the site. Fences will be maintained. Grass and weeds shall be cut weekly at the storage area and work site. If at any time during the life of the contract, the Contracting Officer determines that base standards are not being met, he/she may direct the Contractor to perform such actions as necessary to bring the area and/or facilities up to base standards at no additional cost to the Government. If the contractor fails to bring the area and/or facilities up to standards, the Contracting Officer may direct the Contractor to remove themselves and/or the facility/storage unit or materials from the base at no cost to the Government.

3.17 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

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-7

GENERAL REQUIREMENTS 010000 - 7

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. Only first tier subcontractors will be allowed on this project. All subcontractors must report directly to the general contractor unless otherwise indicated in these specifications. 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: Prior to the start of construction, the Contractor’s Quality Control Plan must be accepted by 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.

1. The Quality Control manager shall be separate and in addition to the full time Superintendent assigned from the General contractor.

2. The duties of both the Quality Control manager and the Superintendent are the sole responsibility of the General Contractor and are not to be transferred, delegated, or appointed to any subcontractors without written approval from the C/E project's Contracting Officer.

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.

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-8

GENERAL REQUIREMENTS 010000 - 8

3.18.2.2.7. A listing of all required mechanical and electrical testing, balancing, 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 as the Government’s discretion:

3.18.3.1. Directed removal and replacement of the QC Manager.

3.18.3.2. Reduced progress payments until corrections are made.

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

3.18.3.4. 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 the Contracting Officer by noon on the following day.

3.18.5. Submittals: The contractor will submit four copies of the proposed Quality Control Plan for acceptance not more than 15 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 1354 CHECKLIST

Contractor will complete the Property Inventory checklist and submit it to the Contracting Officer 10 days prior to final inspection. 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.

3.20 WORK SCHEDULE

Working hours for the Contractor will normally be between the hours of 7:30 a.m. and 5:30 p.m.

excluding Saturdays, Sundays, Mondays, and Federal Holidays. If the Contractor desires to work during periods other than above, the Contractor must request permission from the Contracting Officer 7 days in advance to work during other periods. The Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days on a case-by-case basis. The contractor can expect to be directed to perform work on a weekend, outside the typical work schedule, 3-4 times during the course of the project for electrical outages, water outages, etc. The contractor can expect approximately 12 days during the course of the project to be required to stop work and vacate personnel and vehicles from the site for a period of 24-48 hours.

3.21 NUCLEAR DENSOSMETERS

MALMSTROM AFB, MT. FA4626-15-R-0015

010000-9

GENERAL REQUIREMENTS 010000 - 9

The use of nuclear denseometers or other devices containing radioactive elements on Malmstrom AFB is controlled for safety and management purposes. The contractor must have proof of a Nuclear Regulatory Committee (NRC) permit for its use. The Contractor must also keep all radioactive equipment locked up when not in use and remove it from the base at completion of the work day. All projects requiring use of radioactive devices will be required to submit, for approval 30days prior to use, the following information for review by the Base Radiation Safety Officer in (341 MDOS/SGOAB, Phone 406-731-4406:

1. Brief description of proposes activity.

2. Copy of current NRC or Agreement State License with NRC form 241

3. Name, address, phone number of responsible local representative and Radiation Safety officer (RSO) named on their license.

4. Copy of part of the Air Force Contract describing work to be done and inclusive dates of the work.

5. An acknowledgement that the installation RSO can make periodic checks on use of the equipment.

3.22 PROJECT SIGNS

Not Required

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.

3.25 PROJECT PHASING/FACILITY ACCESS

The contractor will be required to utilize the facility entry/exit routes as noted in the drawings labeled “PROJECT PHASING/ZONES”. The contractor will be limited to working in sections of the facility as indicated on the drawings labeled “PROJECT PHASING/ZONES”. Simultaneous work in more than one zone will not be permitted, unless given written permission from the contracting officer for a limited, specified time period. Fire suppression/detection work will be required to be completed in phase-order starting in phase 1 and ending in phase 5. Each phase must be complete and usable before initiating fire suppression/detection work in the subsequent phase. Entry and access points as shown on the drawings must be maintained as accessible throughout the construction period.

END OF SECTION

MALMSTROM AFB, MT. FA4626-15-R-0015

SUPPLEMENTARY REQUIREMENTS

011001-1

SUPPLEMENTARY REQUIREMENTS 011001-1

SECTION 011001 - SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The reference listed below is to be defined as indicated wherever it may be used in the TECHNICAL

SPECIFICATIONS.

"SUPPLEMENTARY REQUIREMENTS” shall be read to pertain to any of the sections of the DIVISION 1 as required by the content of the section or paragraph containing the reference.

1.2 CONSTRUCTION SCHEDULING

The instructions for preparation and submittal of the Contractor-prepared Network Analysis System are found in SECTION 01 32 01, PROJECT SCHEDULE.

1.3 CORRESPONDENCE

1.3.1 All correspondence shall be addressed to the Contracting Officer, shall be serially numbered commencing with Number 1, with no numbers missing or duplicated and hall be forwarded in quintuplicate, as directed by the authorized representative of the Contracting Officer, and shall include an additional copy forwarded to a separate designated location. All copies provided shall be legible.

Enclosures attached or transmitted with the correspondence shall also be furnished with the original and each copy. Each serial letter shall make reference to the contract name, contract number and shall have only one subject.

1.4 ADVANCED NOTICE OF CONTRACTOR PERFORMED ACCEPTANCE TESTING

The Contractor shall notify the Contracting Officer a minimum of 20 days prior to performing any acceptance or "buy off" testing of the following systems, (1) EMCS, (2) Fire Detection/Protection, (3) Intrusion Detection System, and (4) HVAC. Advance notification is not required for testing performed as part of fabrication or installation.

1.5 CONTRACTOR'S FILES

Contractor shall maintain shop drawing files and fabrication shops at project sites for government use.

1.7 IDENTIFICATION OF EMPLOYEES AND MILITARY REGULATIONS

The Contractor shall be responsible for compliance with all regulations and orders of the Commanding Officer of the Military Installation, respecting identification of employees, movements on installation, parking, truck entry, and all other military regulations which may affect the work.

The work under this Contract is to be performed at an operating Military Installation with consequent restrictions on entry and movement of nonmilitary personnel and equipment onto the Malmstrom AFB.

In addition to the AFB access the contractor should note that the access to the Building 1840 WSA (Weapons Storage Area) is unique in the fact that not all the areas will be accessible and all personnel entering will be required to provide personal information, including, but not limited to: social security number, date of birth, Photo ID ie: drivers license and background information at each time of entry.

Malmstrom AFB maintains the right to reject any request for entrance, for any reason. During visits, contractor must follow all rules and regulations of the area, which will not be known until the day of the visit. The contract team shall expect long delays entering and exiting the Weapons Storage Area.

MALMSTROM AFB, MT. FA4626-15-R-0015

SUPPLEMENTARY REQUIREMENTS

011001-2

SUPPLEMENTARY REQUIREMENTS 011001-2

Individuals processing in or out of the area will take an average of 30 minutes each way. Vehicles processing in and out of the area will take an average of 30 minutes each way. While in the area expect the entire team to be delayed an average of one hour per day. The cost for these delays shall be included in all the Contractors bid cost. The increase in construction cost due to delays will only be considered in the event that the delay time exceeds the times as defined herein and only with the approval of the contracting officer.

Additional notes: Cameras and "non-government" cell phones, are not allowed within the WSA area.

1.8 PRESERVATION OF HISTORICAL, ARCHEOLOGICAL AND CULTURAL RESOURCES (1985 JAN

OCE):

If, during construction activities, the Contractor observes items that might have historical or archeological value, such observations shall be reported immediately to the Contracting Officer so that the appropriate authorities may be notified and a determination can be made as to their significance and what, if any, special disposition of the finds should be made. The Contractor shall cease all activities that may result in the destruction of these resources and shall prevent his employees from trespassing on, removing, or otherwise damaging such resources.

1.9 RESERVED

1.10 SPECIAL SAFETY REQUIREMENTS:

All construction activities shall be conducted in strict compliance with the Corps of Engineers Safety and Health Requirements Manual EM 385-1-1, and Occupational Safety and Health Administration regulations, as applicable. The manual is available on line at:

http://www.usace.army.mil/inet/usace-docs/eng-manuals/em385-1-1/toc.htm

See detailed safety specification section for all safety requirements.

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15 31 OCT 89)

This Paragraph specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "Default (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1.11.1 The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

1.11.2 The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

1.11.3 The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

19 15 16 10 4 4 2 2 3 6 13 17

1.11.4 Upon acknowledgment of the notice to proceed (NTP) and continuing throughout the contract, the contractor will record on the daily QC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delays must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day.

http://www.usace.army.mil/inet/usace-docs/eng-manuals/em385-1-1/toc.htm

MALMSTROM AFB, MT. FA4626-15-R-0015

SUPPLEMENTARY REQUIREMENTS

011001-3

SUPPLEMENTARY REQUIREMENTS 011001-3

1.11.5 The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 1.11.3, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

1.12 COMPLIANCE WITH DAVIS-BACON ACT

1.11.1 Contractor POC. Within 14 days after award of the contract, the Contractor shall designate a point of contact (POC) within their organization who will be responsible for the Davis-Bacon Act Labor Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses and FAR 52.222.

1.12.2 Responsibilities. The designated Contractor POC shall be responsible for Davis- Bacon Act Labor Program activities including, but not limited to:

Documentation and record keeping

Submittal and accuracy of certified payrolls

Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.

Posting of the wage determination, approved additional classifications and rates, labor and EEO posters

Coordination with the Contracting Officer's Labor Program POC

Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work actually performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.

1.12.3 Certification. The Contractor POC shall provide a signed certification stating the following: “I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the Labor Standards of the contract except as otherwise stated.”

PARTS 2 AND 3 NOT USED

MALMSTROM AFB, MT. FA4626-15-R-0015

SITE SPECIFIC SUPPLEMENTARY REQUIREMENTS

011005-1

SITE SPECIFIC SUPPLEMENTARY REQUIREMENTS 011005-1

SECTION 011005 -SITE SPECIFIC SUPPLEMENTARY REQUIREMENTS

1. CONDUCT OF WORK

1.1 COORDINATION AND ACCESS TO SITE

1.1.1 Coordination with using agencies shall be made through the Contracting Officer to assist the Contractor in completing the work with a minimum of interference and inconvenience.

1.1.2 Work hours in the construction area will be restricted to 7:30 a.m. to 4:30 p.m. daily, Monday through Friday, excluding holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer.

1.2 FIRE REGULATIONS

Contractor shall comply with base fire regulations and NFPA 241 Building Construction and Demolition requirements. Contractor shall provide adequate fire extinguishers for the construction site and remove them upon acceptance of the facility.

1.3 GENERAL AREA REQUIREMENTS

Security requirements and procedures shall be coordinated with the 341 Security Forces Squadron, Resource Protection (telephone 406-731-4344), Malmstrom AFB. Activities of the Contractor and Contractor's employees and subcontractors and their employees while on the base, will be conducted in accordance with base regulations, including those of the fire marshal, as well as security directives. This includes, but is not limited to, obtaining a Work Clearance Request (AF Form 103) before any digging and yielding to alert vehicles during alerts if located on a marked alert route. Security directives include Antiterrorism Force Protection (paragraph 1.3.5 below) and the GENERAL CONTRACTING ENTRY AUTHORITY LIST attached the end of this Section. This list shall include all Contractor personnel working on the base.

1.3.1 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

Prior to the start of field operations and prior to any excavation performed under the subject contract, a Base Civil Engineering Work Clearance Request (AF Form 103), commonly known as a “digging permit” must be in the possession of the contractor. The document must be fully executed and signed by an approving officer of the Air Force. This permit will be provided to the contractor through the Malmstrom Resident Office. The permit will take a minimum of 14 calendar days to procure after a written request is received from the contractor.