Attach_2_Specifications_Repair_Dorm_655_Part_1.pdf

ATTACHMENT 02 FA4626-19-R-A014

Repair Dormitory 655

NZAS 04-1042

REPAIR DORMITORY 655

NZAS 04-1042

MALMSTROM AIR FORCE BASE, MONTANA

FA4626-18-R-0030

SMA PROJECT NO. 1707

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 01 00 00 – GENERAL REQUIREMENTS

SCHEDULE OF MATERIALS SUBMITTALS

QUALITY CONTROL REPORT TO INSPECTOR

SECTION 01 10 00 – 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

SECTION 01 50 00 – TEMPORARY FACILITIES AND CONTROLS

DIVISION 2

SECTION 02 41 19 – SELECTIVE DEMOLITON

DIVISION 3 – NOT USED

DIVISION 4 – NOT USED

DIVISION 5

SECTION 05 12 00 – STRUCTURAL STEEL

DIVISION 6

SECTION 06 16 00 – SHEATING

SECTION 06 20 23 – INTERIOR FINISH CARPENTRY

SECTION 06 41 16 –LAMINATE FACED ARCHITECTURAL CABINETS

DIVISION 7

SECTION 07 24 13 –POLYMER-BASED EXTERIOR INSULATION & FINISH

SYSTEMS (EIFS)

SECTION 07 25 00 – WEATHER BARRIERS

SECTION 07 71 00 – ROOF SPECIALTIES

SECTION 07 92 00 – JOINT SEALANTS

DIVISION 8

SECTION 08 11 13 –STEEL DOOR AND FRAMES

NZAS 04-1042

SECTION 08 51 13 –ALUMINUM WINDOWS

SECTION 08 71 10 –DOOR HARDWARE

SECTION 08 80 00 – GLAZING

DIVISION 9

SECTION 09 29 00 – GYPSUM BOARD

SECTION 09 30 00 – TILING

SECTION 09 65 13 – RESILIENT BASE AND ACCESSORIES

SECTION 09 65 16 – RESILIENT SHEET FLOORING

SECTION 09 68 13 – TILE CARPETING

SECTION 09 77 20 – DECORATIVE FIBERGLASS REINFORCED PANELS

SECTION 09 91 13 – EXTERIOR PAINTING

SECTION 09 91 23 – INTERIOR PAINTING

SECTION 09 93 00 –STAINING AND TRANSPARENT FINISHING

DIVISION 10

SECTION 10 21 16 – PRECAST SHOWER BASINS AND WALLS PANELS

SECTION 10 28 00 – TOILET, BATH, AND LAUNDRY ACCESSORIES

DIVISION 11 – NOT USED

DIVISION 12

SECTION 12 36 61 – SIMULATED STONE COUTERTOPS

DIVISION 13 – NOT USED

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 – NOT USED

DIVISION 22

SECTION 22 05 11 – COMMON WORK RESULTS FOR PLUMBING

SECTION 22 05 12 – GENERAL MOTOR REQUIREMENTS FOR PLUMBING

SECTION 22 05 23 – GENERAL DUTY VALVES FOR PLUMBING PIPING

SECTION 22 11 00 – FACILTY WATER DISTRIBUTION

SECTION 22 13 00 –FACILITY SANITARY SEWERAGE

SECTION 22 40 00 – PLUMBING FIXTURES

DIVISION 23

SECTION 23 05 11 – COMMON WORK RESULTS FOR HVAC AND STEAM GEN.

SECTION 23 05 12 – GENERAL MOTOR REQUIREMENTS FOR HVAC AND

STEAM GENERATION EQUIPMENT

SECTION 23 05 93 – TESTING ADJUSTING, AND BALANCING FOR HVAC

NZAS 04-1042

SECTION 23 07 11 – HVAC, PLUMBING, & BOILER PLANT INSULATION

SECTION 23 09 00 – CONTROL SYSTEMS FOR HVAC

SECTION 23 21 13 – HYDRONIC PIPING

SECTION 23 21 23 – HYDRONIC PUMPS

SECTION 23 31 00 – HVAC DUCTS AND CASING

SECTION 23 34 00 – HVAC FANS

SECTION 23 37 00 – AIR OUTLETS AND INLETS

SECTION 23 64 23 – AIR COOLED CHILLER

SECTION 23 82 00 – HEATING AND COOLING UNITS

DIVISION 24 – NOT USED

DIVISION 25 – NOT USED

DIVISION 26

SECTION 26 05 00 – GENERAL PROVISIONS FOR ELECTRICAL

SECTION 26 05 01 – ELECTRICAL DEMOLITION

SECTION 26 05 03 – EQUIPMENT WIRING CONNECTIONS

SECTION 26 05 19 – LOW VOLTAGE CONDUCTORS AND CABLES

SECTION 26 05 26 – GROUNDING AND BONDING

SECTION 26 05 29 – HANGERS AND SUPPORTS

SECTION 26 05 32 – CONDUIT

SECTION 26 05 33 – BOXES

SECTION 26 05 53 – IDENTIFICATION

SECTION 26 09 23 – LIGHTING CONTROL DEVICES

SECTION 26 27 26 – WIRING DEVICES

SECTION 26 28 19 – ENCLOSED SWITCHES

SECTION 26 43 00 – GUTTER DE-ICING SYSTEMS

SECTION 26 51 00 – INTERIOR LUMINAIRES

SECTION 26 52 00 – EMERGENCY LIGHTING

SECTION 26 56 00 -- EXTERIOR LIGHTING

DIVISION 27 – NOT USED

DIVISION 28

SECTION 28 31 74 – INTERIOR ADDRESSABLE FIRE ALARM

SECTION 28 31 76 – INTERIOR MASS NOTIFICATION

APPENDIX – PRODUCT DATA INFORMATION

DIVISION 29 – NOT USED

DIVISION 30 – NOT USED

DIVISION 31– NOT USED

DIVISION 32

SECTION 32 13 13 – CONCRETE PAVING

DIVISON 33 – NOT USED

NZAS 04-1042

DRAWINGS

COV COVER SHEET

PROJECT INFORMATION

SHEET INDEX

VICINITY MAP

LEGEND AND ABBREVIATIONS

GENERAL NOTES

ARCHITECTURAL

A0.00 ARCHITECTURAL SITE PLAN

A1.00 FIRST FLOOR EXISTING/DEMOLITION PLAN

A1.01 SECOND FLOOR EXISTING/DEMOLITION PLAN

A1.02 THIRD FLOOR EXISTING/DEMOLITION PLAN

A2.00 FIRST FLOOR RENOVATION PLAN

A2.01 SECOND FLOOR RENOVATION PLAN

A2.02 THIRD FLOOR RENOVATION PLAN

A2.03 FIRST FLOOR FINISH PLAN

A2.04 SECOND FLOOR FINISH PLAN

A2.05 THIRD FLOOR FINISH PLAN

A2.06 FIRST FLOOR REFLECTED CEILING PLAN

A2.07 SECOND FLOOR REFLECTED CEILING PLAN

A2.08 THIRD FLOOR REFLECTED CEILING PLAN

A3.00 DEMOLITION EXTERIOR ELEVATIONS

A3.01 DEMOLITION EXTERIOR ELEVATIONS

A3.02 RENOVATION EXTERIOR ELEVATIONS

A3.03 RENOVATION EXTERIOR ELEVATIONS

A4.00 INTERIOR ELEVATIONS & DETAILS

STRUCTURAL

S1.0 GENERAL STRUCTURAL NOTES

S2.0 TYPICAL DETAILS

MECHANICAL

M1.1 1st FLOOR PLUMBING & HV&AC DEMOLITION PLAN

M1.2 2nd FLOOR PLUMBING & HV&AC DEMOLITION PLAN M1.3 3rd FLOOR PLUMBING & HV&AC DEMOLITION PLAN

M1.4 CORE HEATING WATER RISER DIAGRAMS

M1.5 WING-A HEATING WATER RISER DIAGRAMS

M1.6 WING-B HEATING WATER RISER DIAGRAMS

M2.1 1st FLOOR PLUMBING REVISIONS PLAN M2.2 2nd FLOOR PLUMBING REVISIONS PLAN M2.3 3rd FLOOR PLUMBING REVISIONS PLAN M3.1 1st FLOOR HV&AC REVISIONS PLAN M3.2 2nd FLOOR HV&AC REVISIONS PLAN M3.3 3rd FLOOR HV&AC REVISIONS PLAN

M4.1 DETAILS

M4.2 SCHEDULES & DETAILS

NZAS 04-1042

FIRE ALARM/MASS NOTIFICATION

FA0.00 NOTES AND LEGENDS

FA1.00 FIRST FLOOR DEMO PLAN

FA1.01 SECOND FLOOR DEMO PLAN

FA1.02 THIRD FLOOR DEMO PLAN

FA2.00 FIRST FLOOR NEW WORK PLAN

FA2.01 SECOND FLOOR NEW WORK PLAN

FA2.02 THIRD FLOOR NEW WORK PLAN

FA3.00 FIRST FLOOR NEW WORK PLAN

FA3.01 SECOND FLOOR NEW WORK PLAN

FA3.02 THIRD FLOOR NEW WORK PLAN

FA4.00 ELEVATION DETAILS

FA4.01 PANEL WIRING DETAILS

FA4.02 PANEL WIRING DETAILS

FA4.03 DEVICE WIRING DETAILS

FA5.00 NOTIFICATION RISER DIAGRAM

FA5.01 SLC RISER DIAGRAM

FA6.00 I/O MATRIX

FA7.00 NAC LOAD/LOSS CALCULATIONS

FA7.01 BATTERY CALCULATIONS

ELECTRICAL

E1.1 ELECTRICAL SITE PLAN

E2.1 1St FLOOR ELECTRICAL DEMO E2.2 2nd FLOOR ELECTRICAL DEMO E2.3 3rd FLOOR ELECTRICAL DEMO E3.1 1St FLOOR LIGHTING REMODEL E3.2 2nd FLOOR LIGHTING REMODEL E3.3 3rd FLOOR LIGHTING REMODEL E3.4 1St FLOOR POWER REMODEL E3.5 2nd FLOOR POWER REMODEL E3.6 3rd FLOOR POWER REMODEL

END OF TABLE OF CONTENTS

Repair Dormitory

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Project titled: “Repair Dormitory 655, Project No. NZAS 04-1042.” This project provides for the replacement of all exterior windows and doors with blast resistant units compliant with AT/FP standards and the required associated structural improvements and interior/exterior work needed for their installation, the replacement of the gutter and downspout systems, new interior finishes such as painting, flooring, counter tops and accessories, cabinetry, and upgrades to the mechanical, electrical, and fire alarm/notification systems as stated in the SOW and its amendment.

1.2 UTILITIES:

A. 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 SAFETY:

A. 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:

A. 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.

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 2

3.2 CONTRACTOR VEHICLES AND EQUIPMENT:

A. 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.

B. 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:

A. Building, structures, facilities, and utilities will continue in use by the Government during this contract. The Contractor shall notify the Contracting Officer’s Representative (Construction Inspector and/or Contract Specialist) 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

A. 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

A. 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:

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

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

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 3

4. 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.

5. 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.

B. 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.

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

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. The drafting work shall be performed by certified Engineering Technicians and/or individuals with a minimum of five years drafting experience. The name and qualifications of these individuals shall be submitted in writing to the Contracting Officer for approval.

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 4

2. Drafting of the data onto the original contract drawing 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.

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

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.

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.

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

1. Approved preliminary as-built drawings will be returned to the Contractor.

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

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 5

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. The drafting work shall be done by a certified Engineering Technician and/or other individual drafting experienced and on AutoCAD.

2. For Non AutoCAD drawings, drafting onto the contract drawing original mylar 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. 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.

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.

F. 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.

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.

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 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

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

3.7 OPERATING AND MAINTENANCE INSTRUCTIONS:

A. 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 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:

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

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 minimum data required is provided at the end of this section.

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.

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 7

3.9 RESERVED

3.10 SHOP DRAWINGS:

A. 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:

A. The Contractor shall notify the Construction Management (CM) Office and the Contracting Officer 10 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 the CM when initial work will begin.

3.12 NOTICE OF PRE-FINAL AND FINAL INSPECTIONS:

A. The Contractor shall, after notifying the Construction Inspector 14 days prior, schedule a date with the Contracting Officer for a pre-final inspection. After all discrepancies found during the pre-final inspections have been corrected, the Contractor shall schedule a final inspection with the Contracting Officer 14 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:

A. 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.

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 8

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.

B. 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.

C. 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.

D. 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.

E. 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

A. 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.

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 9

3.15 SUBMITTALS

A. 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 identified, 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:

A. 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. 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. All landscaping, trees and shrubs will be protected, irrigated and maintained. If irrigation system to an existing area is interrupted due to construction activities, the Contractor shall provide a means of temporary irrigation until the permanent system is operational. If at any time during the life of the contract, the Contracting Officer determines that base standards are

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 10

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 QUALITY CONTROL

A. 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.

B. Quality Control Plan: General: Prior to the start of construction, 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:

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

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 does require a full time Quality Control Manager. The individual assigned may have other duties within the contractor’s organization but must commit, as a minimum, an average of two hours per

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 11

day towards fulfilling the QC requirements of this section. Hours dedicated to this function will be annotated on the submitted QC records.

a) 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.

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

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

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

e) 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.

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

g) A listing of all required electrical testing and operational tests.

C. 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:

1. Directed removal and replacement of the QC Manager.

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

NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 12

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

A. 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.

B. 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.

3.18 CONTRACT PROGRESS SCHEDULE AND REPORT

A. Contractor shall complete Project Schedule Form 3064 using bi-monthly intervals, starting at the Notice to Proceed 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.

B. 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 approved on the Project Schedule.

3.19 1354 CHECKLIST

A. Contractor shall 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

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

and 4:30 p.m. excluding Saturdays, Sundays, and Federal Holidays. With prior government approval, the Contractor may work 4-10 hour days per week, Monday through Thursday or Tuesday through Friday. If the Contractor desires to work

NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 13

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.

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

3.21 WEEKLY PROGRESS MEETINGS

A. Meet weekly with the Government (or as otherwise mutually agreed to) between the meetings described in paragraph PERIODIC SCHEDULE UPDATE MEETINGS for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. The then current and approved schedule update shall be used for the purposes of this meeting and for the production and review of reports. The Contractor's Project Manager and the Authorized Representative of the Contracting Officer shall attend. The weekly progress meeting will address the status of RFI's, RFP's and submittals.

B. Provide a bar chart produced by the scheduling software, organized by Total Float and Sorted by Early Start Date, and a two week "look-ahead" schedule by filtering all schedule activities to show only current ongoing activities and activities schedule to start during the upcoming two weeks, organized by Work Area Code (AREA) and sorted by Early Start Date.

C. The Government and the Contractor shall jointly review the reports. If it appears that activities on the longest path(s) which are currently driving the calculated completion date (driving activities), are not progressing satisfactorily and therefore could jeopardize timely project completion, corrective action must be taken immediately. Corrective action includes but is not limited to: increasing the number of work crews; increasing the number of work shifts; increasing the number of hours worked per shift; and determining if Government responsibility coded activities require Government corrective action.

3.23 REFERENCES

A. All references listed in these specifications are intended to be the current version or edition.

3.24 ENERGY EFFICIENT PRODUCTS

655 NZAS 04-1042

GENERAL REQUIREMENTS 01 00 00 - 14

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

END OF SECTION 01 00 00

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