N4008517B0019Spec.pdf

Interior/Exterior Repairs at BEQ M440 17-0019

CONTRACT N40085-17-B-0019

NAVFAC SPECIFICATION

NO. 05-17-0019

Interior/Exterior Repairs at BEQ M440

AT THE

MARINE CORPS BASE, CAMP LEJEUNE, NORTH CAROLINA

DESIGN BY:

CEMS Engineering | Architecture Summerville, SC Wilmington, NC

A/E Contract: N40085-15-D-0858

SPECIFICATION PREPARED BY:

Chris A. Mooring, PE Bradley W. Minor, PE Paul C. Mahaffey, PE

Robert S. Perkins, PE Mark J. Smith, AIA

Date: JuLY 28, 2017

SPECIFICATION APPROVED BY:

T. H. Burton, P.E., Director Design Branch, Public Works Division

J. M. Roche,Commander, CEC, U.S. Navy for Commander, Naval Facilities Engineering Command

05170019

SECTION COVER Page 1

This Page is Intentionally Left Blank

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00 CUTTING AND PATCHING

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 50 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

01 32 16 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 10 QUALITY CONTROL

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 60 00 REQUIREMENTS FOR PESTICIDE AND HERBICIDE COORDINATION

01 78 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 30 GIS DATA DELIVERABLES

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16 REMOVAL AND DISPOSAL OF ASBESTOS MATERIALS

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 30 50 CAST-IN-PLACE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 STEEL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

PROJECT TABLE OF CONTENTS Page 1

07 21 23 LOOSE FILL THERMAL INSULATION

07 61 00 SHEET METAL AND CLADDING

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 58 01 BLAST MITIGATION OPERABLE ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 52 20 FIRE EXTINGUISHERS AND CABINETS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 INSULATION OF MECHANICAL SYSTEMS

23 09 23.13 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 73 33 HEATING, VENTILATING, AND COOLING SYSTEM

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 06 00 GROUNDING AND BONDING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 2

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

LIST OF DRAWINGS

Contract drawings are as follows:

NAVFAC SHEET

DWG NO. NO. TITLE

60020214 G-001 COVER SHEET

60020215 LS101 BUILDING CODE ANALYSIS

60020216 LS102 LIFE SAFETY PLAN

60020217 H-101 ABATEMENT PLANS

60020218 VF101 EXISTING CONDITIONS SITE PLAN

60020219 CD101 CIVIL DEMOLITION & EROSION CONTROL PLAN

60020220 CS101 CIVIL SITE PLAN

60020221 CP101 CIVIL PLANTING PLAN

60020222 C-501 ERSOSION CONTROL DETAILS

60020223 C-502 CIVIL DETAILS

60020224 C-503 CIVIL DETAILS

60020225 S-001 GENERAL STRUCTURAL NOTES & DESIGN LOADS

60020226 SD101 STRUCTURAL DEMOLITION PLANS

60020227 SD401 ENLARGED STRUCTURAL DEMOLITION PLANS

60020228 S-101 STRUCTURAL EXISTING ROOF FRAMING PLAN

60020229 S-102 STRUCTURAL NEW ROOF FRAMING PLANS

60020230 S-103 STRUCTURAL NEW WORK PLANS

60020231 S-104 MECHANICAL YARD STRUCTURAL NEW WORK PLANS

60020232 S-301 NEW WORK FRAMING SECTIONS AND DETAILS

60020233 S-302 NEW CMU SECTIONS AND DETAILS

60020234 S-303 MECHANICAL OPENING SECTIONS AND DETAILS

60020235 S-401 ENLARGED STRUCTURAL NEW WORK PLANS

60020236 S-501 NEW STRUCTURAL ROOF FRAMING DETAILS

60020237 S-502 NEW STRUCTURAL SECTIONS AND DETAILS

60020238 S-503 NEW STRUCTURAL SECTIONS AND DETAILS

60020239 A-001 GENERAL NOTES & LEGENDS

60020240 AD101 ARCHITECTURAL DEMOLITION FLOOR PLANS

60020241 AD102 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLANS

60020242 AD103 ARCHITECTURAL DEMOLITION ROOF PLAN

60020243 AD201 ARCHITECTURAL DEMOLITION ELEVATIONS

60020244 AD401 ARCHITECTURAL DEMOLITION ENLARGED CORE FLOOR PLAN

60020245 AD402 ARCHITECTURAL DEMOLITION ENLARGED CORE REFLECTED

CEILING PLANS

60020246 AD403 ARCHITECTURAL DEMOLITION ENLARGED SLEEPING ROOM

PLAN, RCP & ELEVATIONS

60020247 AD501 ARCHITECTURAL DEMOLITION DETAILS

60020248 AD901 DEMOLITION PHOTOS

60020249 A-101 ARCHITECTURAL NEW WORK FLOOR PLANS

60020250 A-102 ARCHITECTURAL NEW WORK REFLECTED CEILING PLANS

60020251 A-103 ARCHITECTURAL NEW WORK ROOF PLAN

60020252 A-104 MECHANICAL YARD NEW WORK PLAN, ELEVATIONS &

SECTION

60020253 A-201 BUILDING ELEVATIONS

60020254 A-202 ENLARGED BUILDING ELEVATIONS

60020255 A-301 BUILDING SECTIONS

60020256 A-302 WALL SECTIONS

60020257 A-401 ENLARGED CORE FLOOR PLANS

60020258 A-402 ENLARGED CORE REFLECTED CEILING PLANS

SECTION DWGLIST Page 1

NAVFAC SHEET

DWG NO. NO. TITLE

60020259 A-403 ENLARGED SLEEPING ROOM FLOOR PLAN & REFLECTED

CEILING PLANS

60020260 A-404 ENLARGED SLEEPING ROOM ELEVATIONS & DETAILS

60020261 A-405 ENLARGED STAIR PLAN, ELEVATIONS & SECTIONS

60020262 A-406 ENLARGED TOILET ROOM PLANS & ELEVATIONS

60020263 A-501 ARCHITECTURAL DETAILS

60020264 A-502 ARCHITECTURAL ROOF DETAILS

60020265 A-503 ARCHITECTURAL RAILING DETAILS

60020266 A-504 ARCHITECTURAL CASEWORK DETAILS

60020267 A-601 FINISH SCHEDULE AND DETAILS

60020268 A-602 DOOR SCHEDULE AND DETAILS

60020269 A-603 DOOR DETAILS

60020270 A-604 DOOR DETAILS

60020271 A-605 WINDOW SCHEDULE AND DETAILS

60020272 A-606 ARCHITECTURAL SIGNAGE PLANS

60020273 A-607 ARCHITECTURAL SIGNAGE SCHEDULE

60020274 FD101 FIRE ALARM DEMOLITION PLANS

60020275 FA001 FIRE ALARM GENERAL NOTES, LEGENDS, AND DIAGRAMS

60020276 FA002 FIRE ALARM/MASS NOTIFICATION LEGEND AND RISER

DIAGRAM

60020277 FA101 FIRE ALARM/MASS NOTIFICATION NEW WORK PLANS

60020278 FA401 ENLARGED FIRE ALARM/MNS NEW WORK PLANS

60020279 FX001 FIRE PROTECTION LEGEND, DETAILS AND RISER DIAGRAM

60020280 FX101 FIRE PROTECTION NEW WORK PLANS

60020281 P-001 PLUMBING LEGEND, DETAILS, AND SCHEDULES

60020282 PD101 PLUMBING DEMOLITION PLANS

60020283 PD102 MECHANICAL BUILDING DEMOLITION PLAN

60020284 PD401 ENLARGED DEMOLITION PLANS

60020285 PD402 ENLARGED DEMOLITION PLANS

60020286 PD403 ENLARGED DEMOLITION PLANS

60020287 P-101 SANITARY NEW WORK PLANS

60020288 P-102 DOMESTIC NEW WORK PLANS

60020289 P-103 PLUMBING NEW WORK ATTIC PLAN

60020290 P-104 MECHANICAL BUILDING PLUMBING

60020291 P-401 ENLARGED SANITARY PIPING NEW WORK PLANS

60020292 P-402 ENLARGED DOMESTIC PIPING NEW WORK PLANS

60020293 P-403 ENLARGED PIPING NEW WORK PLANS

60020294 P-404 ENLARGED PLUMBING NEW WORK PLANS

60020295 P-501 PLUMBING DETAILS

60020296 P-502 PLUMBING DETAILS

60020297 P-701 PLUMBING ISOMETRIC VIEW

60020298 M-001 GENERAL NOTES & LEGENDS

60020299 MS101 SITE MECHANICAL PIPING DEMOLITION PLAN

60020300 MS102 SITE MECHANICAL PIPING NEW WORK PLAN

60020301 MD101 MECHANICAL DEMOLITION PLAN

60020302 MD102 ROOF MECHANICAL DEMOLITION PLAN

60020303 MD103 MECHANICAL BUILDING DEMOLITION PLAN

60020304 MD401 ENLARGED MECHANICAL DEMOLITION PLAN

60020305 MD402 ENLARGED MECHANICAL DEMOLITION PLAN

60020306 MD403 ENLARGED MECHANICAL DEMOLITION PLAN

60020307 MH101 MECHANICAL NEW WORK PLAN

60020308 MH102 ATTIC MECHANICAL NEW WORK PLAN

60020309 MH401 ENLARGED MECHANICAL PLANS

SECTION DWGLIST Page 2

DWG NO. NO. TITLE

60020310 MH402 ENLARGED MECHANICAL PLANS

60020311 MH403 ENLARGED MECHANICAL PLANS

60020312 MP101 MECHANICAL PIPING NEW WORK PLAN

60020313 MP401 ENLARGED MECHANICAL PIPING NEW WORK PLANS

60020314 M-101 MECHANICAL BUILDING NEW WORK PLAN, ELEVATIONS AND

RISER DIAGRAM

60020315 M-501 MECHANICAL DETAILS

60020316 M-502 MECHANICAL DETAILS

60020317 M-503 MECHANICAL DETAILS

60020318 M-504 MECHANICAL DETAILS

60020319 M-601 MECHANICAL SCHEDULES

60020320 M-602 MECHANICAL SCHEDULES

60020321 M-603 MECHANICAL BUILDING SCHEDULES

60020322 M-701 HEATING HOT WATER RISER DIAGRAMS

60020323 M-702 CHILLED WATER RISER DIAGRAMS

60020324 M-703 EXHAUST AIR RISER DIAGRAMS

60020325 M-704 OUTDOOR AIR RISER DIAGRAMS

60020326 M-705 SUPPLY DUCT RISER DIAGRAMS

60020327 MI001 CONTROLS LEGEND

60020328 MI002 CONTROLS AND OPERATION

60020329 MI101 SLEEPING ROOM AHU CONTROLS AND OPERATION

60020330 MI102 CENTER ROOM AHU CONTROLS AND OPERATION

60020331 MI103 2ND AND 3RD FLOOR CENTER ROOM AHU CONTROLS AND

OPERATION

60020332 MI104 FPB CONTROLS AND OPERATION

60020333 MI105 ERV CONTROLS AND OPERATION

60020334 MI106 EF CONTROLS AND OPERATION

60020335 MI107 CHW CONTROLS AND OPERATION

60020336 MI108 HHW CONTROLS

60020337 MI109 HHW SEQUENCE OF OPERATION

60020338 E-001 ELECTRICAL GENERAL NOTES AND LEGENDS

60020339 ES101 SITE ELECTRICAL DEMOLITION PLAN

60020340 ES102 SITE ELECTRICAL NEW WORK PLAN

60020341 ED101 ELECTRICAL DEMOLITION PLANS

60020342 ED102 ATTIC ELECTRICAL DEMOLITION PLAN

60020343 ED401 ENLARGED ELECTRICAL DEMOLITION PLANS

60020344 ED402 ENLARGED ELECTRICAL DEMOLITION PLANS

60020345 E-101 ELECTRICAL NEW WORK PLANS

60020346 E-102 ATTIC ELECTRICAL NEW WORK PLAN

60020347 E-103 ENLARGED ELECTRICAL NEW WORK PLANS

60020348 E-401 ENLARGED ELECTRICAL NEW WORK PLANS

60020349 E-402 ENLARGED ELECTRICAL NEW WORK PLANS

60020350 E-403 ENLARGED ELECTRICAL NEW WORK PLANS

60020351 E-501 ELECTRICAL LIGHTING DETAILS

60020352 E-502 ELECTRICAL DETAILS

60020353 E-503 ELECTRICAL DETAILS

60020354 E-601 ELECTRICAL PANEL SCHEDULES

60020355 E-602 ELECTRICAL PANEL SCHEDULES

60020356 E-603 ELECTRICAL PANEL SCHEDULES

60020357 E-604 ELECTRICAL RISER DIAGRAMS

60020358 E-701 ELECTRICAL LIGHTNING PLAN

SECTION DWGLIST Page 3

DWG NO. NO. TITLE

SECTION DWGLIST Page 4

SECTION 01 11 00

SUMMARY OF WORK

09/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes a complete replacement of the architectural finishes, mechanical, and electrical systems. Construction of a new sloped metal-truss standing seam metal roof system. Upgrades conforming to Minimum Antiterrorism Standards for Buildings. Renovation and reconfiguration of the first lounge into a laundry room. Construction of a new chiller yard and brick enclosure. Demolition of all dual temperature piping. Connection of the new system to Base wide ECMS. Removal of asbestos as required for construction and incidental related work.

1.1.2 Location

The work shall be located at the Marine Corps Base, Camp Johnson, North Carolina, M440 approximately as shown. The exact location will be indicated by the Contracting Officer.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

The Contractor will be responsible for obtaining the services of a professional utility locator to scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations

SECTION 01 11 00 Page 1 of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer 48 hours prior to starting excavation work in order to permit making arrangements with public works personnel to scan the area for unmarked utilities. Obtain station digging permits prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 12 00

CUTTING AND PATCHING

01/07

PART 1 GENERAL

1.1 CUTTING

Shall be done by sawing along straight lines. The amount cut out shall be the minimum necessary to accommodate the new work. No flame cutting will be permitted without written permission of the Officer in Charge of Construction.

1.2 HOLES

Shall be rotary drilled. The size shall be the minimum necessary to accommodate the new work.

1.3 PATCHING

Shall be done with materials which match the existing in color, quality and surface texture when finished.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 12 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

01/07

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Station Regulations

Ensure that Contractor personnel employed on the Station become familiar with and obey Station regulations. Keep within the limits of the work and avenues of ingress and egress as directed. Do not enter restricted areas unless required to do so and until cleared for such entry. Wear hard hats in designated areas. Do not enter any restricted aras unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.1.2 Working Hours

Regular working hours shall consist of an eight and one-half hour period established by the Contracting Officer, Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Provide written request at least 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.1.4 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.1.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to

SECTION 01 14 00 Page 1 procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and CATV shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.2 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area".

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

04/12

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00,"Submittal Procedures."

SD-01 Preconstruction Submittals

Schedule of prices

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to Contracting Officer a schedule of prices (construction contract) on the forms furnished by the Government. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices therefor. Schedule of prices shall be separated by individual building numbers with subtotals for each building.

1.3.2 Schedule Instructions

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 foot line. Identify costs for the building(s), and include work out to the 5 foot line. Workout to the 5 foot line shall include construction encompassed within a theoretical line 5 feet from the face of exterior walls and shall include attendant construction, such as cooling towers, placed beyond the 5 foot line.

1.3.3 Schedule Requirements for HVAC TAB

The field work Section 23 05 93, "TESTING, ADJUSTING, AND BALANCING FOR HVAC" shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item

SECTION 01 20 00 Page 1 shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government.

On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued.

Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

SECTION 01 20 00 Page 2

1.5 CONTRACTOR'S PAYMENT REQUEST

1.5.1 Proper Payment Request

A proper request for payment/invoice shall comply with all requirements specified in this Section and the contract payment clauses. If any invoice does not comply with these requirements, it shall be returned with a statement of the reasons why it was not a proper invoice. A proper payment request/invoice includes the following information, completed forms, and number of copies indicated. Upon request, the Contracting Officer will furnish copies of Government forms.

a. Contractor's Invoice on NAVFAC Form 7300/30, which shall show the basis for arriving at the amount of the invoice. Submit one original and two copies.

b. Contractor's Monthly Estimate for Voucher (LANTNAVFACENGCOM Form 4-4330/110. Submit original and two copies.

c. Payment Certification. Furnish as specified in "FAR Clause 52.232-5 (c) Payments under Fixed-Price Construction Contracts."

Submit one original.

d. QC Invoice Certification. Furnish as specified in Section 01 45 10, "Quality Control." Submit one original.

1.5.1.1 Progress Payments

In addition to the requirements stated in Paragraph 1.5.1, "Proper Payment Request" above, the Contractor's request for progress payments shall include the following:

a. Updated Progress Schedule: Furnish an updated progress schedule as specified in contract clause FAR 52.236-15 "Schedules for Construction Contracts" and Section 01 32 16, "Construction Progress Documentation." Submit one copy.

1.5.1.2 Final Payments

The request for final payment is submitted after completion and acceptance of all work and all other requirements of the contract. Before submitting the final invoice the Contractor shall meet with the appropriate Government representatives to determine the final invoice amount, including the assessment of liquidated damages, if any, and to make sure the final release is complete and accurate. In addition to the requirements in Paragraph 1.5.1, "Proper Payment Request" above, the Contractor's request for final payment shall include the following:

a. A final release executed on the standard form provided by the Contracting Officer. Submit two originals with final payment request.

b. NC Tax certified statement and report for the prime and each subcontractor (FAR 52.229-7). Submit two copies.

c. As-built drawings (if applicable).

d. Warranties (if applicable).

SECTION 01 20 00 Page 3

e. O&M manuals (if applicable).

f. Final payrolls (FAR 52.222-6).

g. A release for an assignment of claims (if applicable). Submit three originals.

1.5.2 Procedures for Submitting Payment Request

a. The Contractor may submit only one invoice for payment each month as the work progresses.

b. The invoice shall be delivered to the ROICC Office, Administrative Branch, between five calendar days before and five calendar days after the contract award date. Invoices received outside this schedule shall be returned to the Contractor unprocessed. The Contractor will have to wait until the following month to submit their next invoice.

c. Invoices shall be delivered during normal work hours from 7:30 AM up to 4:00 PM (EST), Monday through Friday, excluding holidays.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of a proper payment request/invoice by the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to the following:

a. Reasonable retention and/or deductions due to defects in material or workmanship; potential liquidated damages; and/or failure to comply with any other requirements of the contract.

b. Claims which the Government may have against the Contractor under or in connection with this contract; and

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor.

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings"; NC State tax certified statement and report in accordance with FAR 52.229-2; labor payrolls in accordance with FAR 52.222-6; as-built drawings in accordance with Section 01 45 10, "Quality Control";

warranties and O&M manuals; and any other requirements in the contract.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

SECTION 01 20 00 Page 4

b. Materials delivered on the site but not installed, including completed preparatory work, and off- site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment considerations include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/ prestressed concrete products, plastic lumber (e.g. fender piles/ curbs), and high-voltage electrical cable. Materials no acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract. Requests for progress payment considerations for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored in the Continental United States.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

02/13

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with the Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

List of contact personnel

1.2 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws,

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State law.

1.3 ELECTRONIC MAIL (EMAIL)

a. The Contractor is required to establish and maintain electronic mail (email) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

b. Within 10 days after contract award; the Contractor shall provide the Contracting Officer a single (only one) email address for the ROICC office to send communications related to this contract correspondence. The ROICC office may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc.

c. Multiple email addresses are not authorized.

d. It is the Contractor's responsibility to make timely distribution of all ROICC email within its own organization, including field office(s).

e. The Contractor shall promptly notify the Contracting Officer, in

SECTION 01 30 00 Page 1 writing, of any changes to their email address.

1.4 CONTRACTOR PERSONNEL REQUIREMENTS

1.4.1 Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.2 Identification Badges

Identification badges will be furnished without charge. Application for and use of badges will be as directed below. Immediately report instances of lost or stolen badges to the Contracting Officer. Employees are required to resubmit a complete 50 state criminal records check in order to renew their contractor badge.

1.4.3 Business Access Security Requirements

1.4.3.1 Business Access Definition

Contractor/subcontractor employees requiring installation access to MCB, Camp Lejeune or MCAS New River, N.C. must obtain a Business Access Identification Badge for that particular installation. Regularly scheduled delivery personnel, to include FEDEX, UPS, Pick-up and deliveries, should, also, follow the Business Access guidelines described below. Personnel requiring Business Access Identification Badges shall submit all documentation listed below. Badges are not required if the contracted position requires the employee to obtain a Common Access Card (CAC) which will be identified separately within the Government contract.

1.4.3.2 Installation Security Access Requirements

Contractor shall accomplish the security requirements below within 10 days after award or prior to performance under the contract.

1.4.3.3 Business Access Identification Badge Requirement

In order to obtain a Business Access Identification Badge for access to MCB, Camp Lejeune, and satellite activities, or MCAS New River, NC, all personnel providing services under this contract shall be required to present the documentation below to the following offices, as applicable:

MCB, Camp Lejeune, NC and its satellite activities. Report as follows:

1. Identification Card Center, 60 Molly Pitcher Road for badge (910-450-8444).

MCAS New River, NC. Report as follows:

1. Pass and Identification Office, Bldg AS-187 for badge (910-449-7695) and vehicle pass (910-449-5513).

1.4.3.4 Proof of Employee Citizenship or Legal Alien Status

Employers may participate in the E-verify program (1-888-464-4218, www.DHS.gov/e-verify) allowing U.S. employers to verify name, DOB, and SSN

SECTION 01 30 00 Page 2 along with immigration information for non-citizens, against federal databases in order to verify the employment eligibility of both citizens and non-citizen new hires.

1.4.3.5 Proof of Criminal Records Check

Commercial and contract employees must provide proof a complete 50 state criminal records check on an annual basis. The record check may be obtained from any of the following Internet investigative services: Kroll (former Infolink Screening Services) at www.kroll.com, Castle Branch at www.castlebranch.com, or any other investigative services company that provides records checks for all 50 states. These services also validate social security card numbers. All criminal history checks must be completed no more than 30 days prior to start date of contract. (Note:

These Internet screening services are listed as possible sources for obtaining a criminal background check. The United States government and the United States Marine Corps do not endorse nor are they affiliated with any of these services).

1.4.3.6 Letter Provided By Contracting Officer Indicating Contract

Letter provided by Contracting Officer indicating contract, contract period and prime contractor. Proof of employment on a valid Government contract (e.g., a letter on company letterhead from the prime contractor including contract number and term).

1.4.3.7 Photo ID

Valid state or federal issued picture identification card. Acceptable documents include state drivers license, DMV issued photo identification, or alien registration card.

1.4.3.8 National Crime Investigation Center (NCIC) Check

Provost Marshals are authorized to conduct a national crime information center (NCIC) check of all persons entering the installation, if/where applicable, the NCIC check may include drivers's license query, wants and warrants, and criminal history.

1.4.4 Denial of Access

Installation access shall be denied if it is determined that an employee:

a. Is on the National Terrorist Watch List

b. Is illegally present in the United States.

c. Is subject to an outstanding warrant.

d. Has knowingly submitted an employment questionnaire with false or fraudulent information.

e. Has been issued a debarment order and is currently banned from military installations.

f. Is a Registered Sexual Offender.

g. Has been convicted of a felony or a drug crime within the past five years.

SECTION 01 30 00 Page 3

h. Individuals who have received a DUI/DWI in the last year may be allowed access to the installation, but will not be permitted to drive on the installation.

i. Any reason the Installation Commander deems reasonable for the good order and discipline.

1.4.5 Appeal Process

All appeals should be directed to the Base Inspector's Office for any individual that has been denied access to the Base.

1.4.6 Display of Badges

Contractors/subcontractors shall prominently display their badges on their person at all times. Upon completion/termination of this contract or an individual's employment, the Contractor shall collect and turn in to the Pass & ID Office all badges. If the Contactor fails to obtain the employee's badge, the Pass & ID Office will be notified within 24 hours.

Immediately report instances of lost or stolen badges to the Contracting Officer.

1.4.7 Contractor and Subcontractor Vehicle Requirements

Each vehicle to be used in contract performance shall show the Contractor's or subcontractor's name so that it is clearly visible and shall always display a valid state license plate and safety inspection sticker. To obtain a vehicle decal, which will be valid for one year or contract period, whichever is shorter, Contractor or subcontractor vehicle operators shall provide to the Vehicle Registration Office, 60 Molly Pitcher Road (910-451-1158) or to MCAS, Building AS-187 (910-449-5513) for vehicle decal:

a. An installation sponsor request forwarded to provost Marshall office

b. A valid form of Federal or state government I.D.

c. If driving a motor vehicle, a valid driver's license, vehicle registration and proof of insurance

Upon completion/termination of this contract or an individual's employment, the Contractor shall collect and turn in to Vehicle Registration all Government vehicle decals. If any are not collected, the Contractor shall notify the Vehicle Registration Office within 24 hours.

1.4.8 Security Checks

Contractor personnel and vehicles shall only be present in locations relevant to contract performance. All Contractor personnel entering the base shall conform to all Government regulations and are subject to such checks as may be deemed necessary to ensure that violations do not occur.

Employees shall not be permitted on base when such a check reveals that their presence would be detrimental to the security of the base. Subject to security regulations, the Government will allow access to an area for servicing equipment and/or performing required services. Upon request, the Contractor shall submit to the Contracting Officer questionnaires and other forms as may be required for security purposes.

SECTION 01 30 00 Page 4

1.4.9 Subcontractor Special Requirements

1.4.9.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 09 23.13, BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC," Section 23 05 93, "TESTING, ADJUSTING, AND BALANCING FOR HVAC," and shall be accomplished directly by a first tier subcontractor. No work required by these sections shall be accomplished by a second tier subcontractor.

1.4.9.2 Telecommunication and High Voltage Work

When telecommunications and high voltage work is required, all work associated with telecommunications and high voltage shall be accomplished by a first tier subcontractor. The contractor must possess a valid North Carolina Public Utility - Electrical, contractor's license and be insured to do such work in the State of North Carolina.

1.4.9.3 Paving Associated with Utility Cuts

All pavement repairs associated with utility cuts shall be completed within 14 days of completing work within paved area.

1.5 DISCLOSURE OF INFORMATION

Contactor shall comply as follows:

(a) The Contractor shall not release to anyone outside the Contractor's organization any unclassified information, regardless of medium (e.g., film, tape, document), pertaining to any part of this contract or any program related to this contact, unless -

(1) The Contracting Officer has given prior written approval; or

(2) The information is otherwise in th public domain before the date of release.

(b) Requests for approval shall identify the specific information to be released, the medium to be used, and the purpose for the release. The Contractor shall submit its request to the Contracting Officer at least 45 days before the proposed date for release.

(c) The Contractor agrees to include a similar requirement in each subcontract under this contract. Subcontractors shall submit requests for authorization to release through the prime contractor to the Contracting Officer.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (CQ) representative is required on the contract, then that individual shall also have fluent English communication skills.

SECTION 01 30 00 Page 5

NOTE: If training and experience requirements of Section 01 35 29, "Safety and Occupational Health Requirements" have been met, the Superintendent may also serve as the Site Safety and Health Officer (SSHO). The Quality Control Manager shall be a separate individual.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 30 00 Page 6

SECTION 01 31 50

TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

01/07

PART 1 GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Interim DD-1354, Transfer & Acceptance of Military Real Property

1.2 Interim DD-1354, Transfer & Acceptance of Military Real Property

Submit Interim DD-1354 thirty (30) days prior to beneficial occupancy date (draft copy attached).

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 31 50 Page 1

SECTION 01 32 16

CONSTRUCTION PROGRESS DOCUMENTATION

04/12

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction schedule

Equipment delivery schedule

1.2 CONSTRUCTION SCHEDULE

Within 21 days after receipt of the Notice of Award, prepare and submit to the Contracting Officer for approval a Critical Path Method (CPM), Network Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract. Primavera P6 will be utilized to produce and update all progress schedules.

1.2.1 HVAC TAB Milestones

Requirements for the milestones related to HVAC TAB work, Section 23 05 93, "TESTING, ADJUSTING, AND BALANCING FOR HVAC" are specified in Section 01 20 00, "Price and Payment Procedures."

1.3 EQUIPMENT DELIVERY SCHEDULE

1.3.1 Initial Schedule

Within 30 calendar days after approval of the proposed construction schedule, submit for Contracting Officer approval a schedule showing procurement plans for materials, plant, and equipment. Submit in the format and content as prescribed by the Contracting Officer, and include as a minimum the following information:

a. Description.

b. Date of the purchase order.

c. Promised shipping date.

d. Name of the manufacturer or supplier.

e. Date delivery is expected.

SECTION 01 32 16 Page 1

f. Date the material or equipment is required, according to the current construction schedule.

1.4 NETWORK ANALYSIS SYSTEM (NAS)

The Contractor shall use the critical path method (CPM) to schedule and control construction activities. The Network shall have a minimum of 25 activities and a maximum of 220 activities. The schedule shall identify as a minimum:

a. Construction time for all major systems and components;

b. Manpower requirements for each activity;

c. Major submittals and submittal processing time; and

d. Major equipment lead time.

1.4.1 CPM Submittals and Procedures

The Contractor shall use the critical path method (CPM) to schedule and control project activities. Project schedules shall be prepared and maintained using Primavera P6, Primavera SureTrak or current mandated scheduling program. Save files in Concentric P6 or current mandated scheduling program file format, compatible with the Governments version of the scheduling program. The network analysis system shall be kept current, with changes made to reflect the actual progress and status of the construction.

1.5 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

06/17

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Government-Furnished Information

Submittal register will be delivered to the contractor in hard copy format. Register will have the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g.

SD-04 Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal. The Contracting Officer is approving authority for all submittals.

1.2 DEFINITIONS

1.2.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.2.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other

SECTION 01 33 00 Page 1 data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.2.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Construction Progress Schedule Submittal schedule Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the contractor for integrating the product or system into the project.

Drawings prepared by or for the contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

SECTION 01 33 00 Page 2

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's

SECTION 01 33 00 Page 3 standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in…