Volume_1_of_2_(Revised_02-26-14).pdf

WHOLE CENTER REPAIR 1139779

NOSC PLAINVILLE, CONNECTICUT

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 41 00 BID SCHEDULES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00.00 22 WORK RESTRICTIONS (PWD ME)

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES (PWD ME)

01 30 00 ADMINISTRATIVE REQUIREMENTS (PWD ME)

01 32 17.00 25 NETWORK ANALYSIS SCHEDULES (NAS) (PWD ME)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (PWD ME)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 50 00.00 22 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS (PWD ME)

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS (PWD ME)

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19.00 22 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT (PWD ME)

01 75 00 STARTING AND ADJUSTING

01 78 00.00 22 CLOSEOUT SUBMITTALS (PWD ME)

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.05 20 FACILITY OPERATION AND MAINTENANCE SUPPORT INFORMATION

(PWD ME)

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 42 51 CARPET REMOVAL AND RECLAMATION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 85 00.00 20 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 00.45 10 BUILDING AIR BARRIER SYSTEM

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOOR FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 51 13 ALUMINUM WINDOWS

08 60 46 INSULATED TRANSLUCENT FIBERGLASS SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPET

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 13.00 22 FIRE EXTINGUISHERS AND CABINETS

10 51 13 METAL LOCKERS

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

PROJECT TABLE OF CONTENTS Page 2

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEMS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00.00 20 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00.00 20 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 16 00.00 20 BASIC INTRUSION DETECTION SYSTEMS (IDS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 22 EXCAVATION AND FILL (PWD ME)

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 12 10 BITUMINOUS TACK COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 48 - ELECTRICAL POWER GENERATION

48 14 00 SOLAR ENERGY ELECTRICAL POWER GENERATION EQUIPMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC

NO. DWG NO. TITLE

G-001 12655386 COVER SHEET

G-002 12655387 ABBREVIATIONS, SYMBOLS, GENERAL NOTES AND LIST OF

DRAWINGS

G-003 12655388 PHASING PLAN

G-101 12655389 CODE INFORMATION

G-102 12655390 BASEMENT AND FIRST FLOOR FIRE RATINGS AND EGRESS

ANALYSIS PLANS

C-001 12655391 CIVIL LEGEND, NOTES AND ABBREVIATIONS

CX101 12655392 SITE EXISTING CONDITIONS PLAN

CR101 12655393 SITE REMOVALS PLAN

CS101 12655394 SITE PLAN

CS102 12655395 BUILDING ENTRANCE DETAIL PLANS

CS103 12655396 PARKING IMPROVEMENT PLANS (OPTION 2)

CL101 12655397 LAYOUT PLAN

CG101 12655398 GRADING, DRAINAGE AND EROSION CONTROL PLAN

CU101 12655399 UTILITIES PLAN

CD501 12655400 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CD502 12655401 SITE DETAILS 1

CD503 12655402 SITE DETAILS 2

CD504 12655403 SITE DETAILS 3

B-001 12655404 SOIL BORING LOGS AND GRADATION TEST REPORTS

S-001 12655405 STRUCTURAL NOTES

S-002 12655406 DESIGN LOADS AND ABBREVIATIONS

SD101 12655407 PARTIAL FOUNDATION REMOVALS PLAN AND DETAILS

SB101 12655408 PARTIAL FOUNDATION PLAN AND DETAILS

SB102 12655409 REINFORCED CONCRETE STAIR/RAMP/LANDING PLAN AND

DETAILS

SB501 12655410 FOUNDATION DETAILS

SF101 12655411 ROOF FRAMING PLAN

SF102 12655412 PHOTOVOLTAIC PANEL ARRAY SUPPORT FRAME AND DETAILS

(OPTION 4)

SF201 12655413 ATFP WINDOW SUPPORT FRAME ELEVATION AND STRUCTURAL

DETAILS (OPTION 1)

SF202 12655414 ATFP WINDOW SUPPORT FRAME ELEVATION AND STRUCTURAL

DETAILS (OPTION 1)

SF501 12655415 STRUCTURAL DETAILS

DOCUMENT 00 01 15 Page 1

AD101 12655416 REMOVALS FIRST FLOOR PART PLAN

AD102 12655417 REMOVALS BASEMENT AND FIRST FLOOR PART PLANS

AD120 12655418 REMOVALS ROOF PLAN

AD201 12655419 REMOVALS NORTH AND EAST BUILDING ELEVATIONS

AD202 12655420 REMOVALS SOUTH AND WEST BUILDING ELEVATIONS

AD220 12655421 REMOVALS BUILDING SECTIONS

AD301 12655422 REMOVALS WALL SECTIONS

AD302 12655423 REMOVALS WALL SECTIONS (OPTIONS 1)

AD520 12655424 REMOVALS ROOF DETAILS 1

AD521 12655425 REMOVALS ROOF DETAILS 2

AD640 12655426 REMOVALS ROOM FINISH SCHEDULE

AD701 12655427 REMOVALS FIRST FLOOR REFLECTED CEILING

PART PLAN

AD702 12655428 REMOVALS BASEMENT AND FIRST FLOOR REFLECTED CEILING

PART PLANS

AE001 12655429 WALL TYPES AND DETAILS

AE101 12655430 FIRST FLOOR PART PLAN

AE102 12655431 BASEMENT AND FIRST FLOOR PART PLANS

AE120 12655432 ROOF PLAN

AE201 12655433 NORTH AND EAST BUILDING ELEVATIONS

AE202 12655434 SOUTH AND WEST BUILDING ELEVATIONS

AE220 12655435 BUILDING SECTIONS

AE301 12655436 WALL SECTIONS

AE302 12655437 ENLARGED ATFP WINDOW PLANS (OPTION 1)

AE303 12655438 ATFP WINDOW SECTIONS AND DETAILS (OPTION 1)

AE304 12655439 ENTRY SECTIONS AND DETAILS

AE401 12655440 ENLARGED ENTRY FLOOR PLAN AND INTERIOR ELEVATIONS

AE402 12655441 ENLARGED RAMP FLOOR PLAN AND INTERIOR ELEVATIONS

AE403 12655442 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

AE404 12655443 INTERIOR ELEVATIONS

AE420 12655444 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

AE440 12655445 TOILET ROOM ACCESSORIES, STANDARD MOUNTING HEIGHTS

AND ENLARGED TOILET ROOM FLOOR PLANS

AE441 12655446 ENLARGED TOILET ROOM FLOOR PLANS, INTERIOR

ELEVATIONS AND DETAIL

AE520 12655447 ROOF DETAILS 1

AE521 12655448 ROOF DETAILS 2

AE522 12655449 ROOF DETAILS 3

AE523 12655450 ROOF DETAILS 4

AE524 12655451 MISCELLANEOUS DETAILS

AE540 12655452 CASEWORK DETAILS

AE601 12655453 DOOR SCHEDULE AND DETAILS

AE610 12655454 WINDOW TYPES AND DETAILS

AE640 12655455 ROOM FINISH SCHEDULE

AE641 12655456 COLOR KEY/MANUFACTURER GUIDE AND DETAILS

AE642 12655457 FIRST FLOOR FINISH PART PLAN 1 WEST

AE643 12655458 FIRST FLOOR FINISH PART PLAN 1 EAST

AE701 12655459 FIRST FLOOR REFLECTED CEILING PART PLAN

AE702 12655460 BASEMENT AND FIRST FLOOR REFLECTED CEILING PART

PLANS

AE740 12655461 INTERIOR ELEVATIONS

FX001 12655462 FIRE SPRINKLER LEGEND, NOTES AND ABBREVIATIONS

FD101 12655463 FIRST FLOOR FIRE SPRINKLER REMOVALS PART PLAN

FD102 12655464 BASEMENT AND FIRST FLOOR FIRE SPRINKLER

REMOVALS PART PLANS

FX101 12655465 FIRST FLOOR FIRE SPRINKLER PART PLAN

FX102 12655466 BASEMENT AND FIRST FLOOR FIRE SPRINKLER PART

DOCUMENT 00 01 15 Page 2

PLANS

FA001 12655467 FIRE ALARM RISER DIAGRAM, MATRIX AND GENERAL NOTES

FA101 12655468 FIRST FLOOR FIRE ALARM PART PLAN

FA102 12655469 BASEMENT AND FIRST FLOOR FIRE ALARM PART PLANS

P-001 12655470 PLUMBING LEGENDS, NOTES AND ABBREVIATIONS

PD101 12655471 FIRST FLOOR PLUMBING REMOVALS PART PLAN-WEST

PD102 12655472 FIRST FLOOR AND BASEMENT PLUMBING REMOVALS PART

PLANS-EAST

P-101 12655473 FIRST FLOOR PLUMBING PART PLAN-WEST

P-102 12655474 FIRST FLOOR AND BASEMENT PLUMBING PART

PLANS-EAST

P-401 12655475 PLUMBING PART PLANS 1

P-402 12655476 PLUMBING PART PLANS 2

P-601 12655477 PLUMBING SCHEDULES AND DETAILS

P-701 12655478 PLUMBING RISER DIAGRAMS

M-001 12655479 MECHANICAL LEGENDS AND ABBREVIATIONS

MD101 12655480 FIRST FLOOR MECHANICAL DUCTWORK REMOVALS PART

PLAN-WEST

MD102 12655481 FIRST FLOOR AND BASEMENT MECHANICAL DUCTWORK

REMOVALS PART PLANS-EAST

MD103 12655482 FIRST FLOOR MECHANICAL PIPING REMOVALS PART PLAN-

WEST

MD104 12655483 FIRST FLOOR AND BASEMENT MECHANICAL PIPING REMOVALS

PART PLANS-EAST

MD105 12655484 MECHANICAL REMOVALS ROOF PLAN

MH101 12655485 FIRST FLOOR MECHANICAL DUCTWORK PART PLAN-WEST

MH102 12655486 FIRST FLOOR AND BASEMENT MECHANICAL DUCTWORK PART

PLANS-EAST

MH103 12655487 MECHANICAL ROOF PLAN-WEST

MH104 12655488 MECHANICAL ROOF PLAN-EAST

MP101 12655489 FIRST FLOOR MECHANICAL PIPING PART PLAN-WEST

MP102 12655490 FIRST FLOOR AND BASEMENT MECHANICAL PIPING PART

PLANS-EAST

M-401 12655491 MECHANICAL PART PLANS

M-501 12655492 MECHANICAL DETAILS AND SYSTEM SCHEMATIC

M-502 12655493 MECHANICAL DETAILS 1

M-503 12655494 MECHANICAL DETAILS 2

M-601 12655495 MECHANICAL SCHEDULES 1

M-602 12655496 MECHANICAL SCHEDULES 2

M-701 12655497 MECHANICAL CONTROLS 1

M-702 12655498 MECHANICAL CONTROLS 2

M-703 12655499 MECHANICAL CONTROLS 3

E-001 12655500 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

ES101 12655501 SITE LIGHTING PLAN

ED101 12655502 FIRST FLOOR POWER AND TECHNOLOGY REMOVALS PLAN-WEST

ED102 12655503 FIRST FLOOR AND BASEMENT POWER AND TECHNOLOGY

REMOVALS PLANS-EAST AND WEST

ED103 12655504 FIRST FLOOR LIGHTING AND FIRE ALARM REMOVALS

PLAN-WEST

ED104 12655505 FIRST FLOOR AND BASEMENT LIGHTING AND FIRE ALARM

REMOVALS PLAN-EASTS AND WEST

ED105 12655506 ROOF ELECTRICAL REMOVALS PLAN

EP101 12655507 FIRST FLOOR POWER AND TECHNOLOGY PLAN-WEST

EP102 12655508 FIRST FLOOR AND BASEMENT POWER AND TECHNOLOGY

PLANS-EAST AND WEST

EP103 12655509 ROOF ELECTRICAL PLAN

DOCUMENT 00 01 15 Page 3

EP501 12655510 ONE-LINE DIAGRAM

EP601 12655511 PANELBOARD SCHEDULES 1

EP602 12655512 PANELBOARD SCHEDULES 2

EP603 12655513 PANELBOARD SCHEDULES 3

EL101 12655514 FIRST FLOOR LIGHTING PLAN-WEST

EL102 12655515 FIRST FLOOR AND BASEMENT LIGHTING PLANS-EAST

AND WEST

EL701 12655516 LIGHTING FIXTURE DETAILS

EL702 12655517 LIGHTING FIXTURE SCHEDULE AND DETAILS

EL703 12655518 ELECTRICAL DETAILS

-- End of Document --

DOCUMENT 00 01 15 Page 4

DOCUMENT 00 41 00

BID SCHEDULES

01/07

PART 1 GENERAL

1.1 Options and Unit Prices

This contract will be awarded with options and unit prices required for specifically selected work. A description of the options and schedule of the unit price work is contained in Standard Form 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys."

DOCUMENT 00 41 00 Page 1

Options and Unit Prices Form

N___________-___-B-______

(i) Item 0001: Base Amount

Basis of Bid for Item 0001 shall be the Total Amount for Item 0001, but not including the work indicated or specified to be provided under any Option Item.

Item Description Estimated Unit Unit Price Amount Quantity

0001a All work complete in 1 Job LS XXX $_______ accordance with the drawings and specifications but not including the work indicated or specified under 0001b.

0001b Removal and 800 LF $_______ $_______ disposal of asbestos containing expansion joint caulking at interior vertical joints in Drill Halls.

Total Amount for Item 0001: $_______

(ii) Item 0002: Option 1

Option may be exercised at the time of award or within 60 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment.

Method for evaluation of bids for award purposes is specified below.

Basis of Bid for Item 0002 shall be the the addition of the following work complete:

Provision of all work for removal of existing exterior window systems and provision of exterior window systems and associated wall infill.

Amount for Item 0002: $______

If Option is exercised, the contract completion date remains the same.

DOCUMENT 00 41 00 Page 2

Options and Unit Prices Form

N___________-___-B-______

(iii) Item 0003: Option 2

Option may be exercised at the time of award or within 60 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment.

Method for evaluation of bids for award purposes is specified below.

Basis of Bid for Item 0003 shall be the total amount for Item 0003, for the addition of the following work:

Item Description Estimated Unit Unit Price Amount Quantity

0003a Provision of all work 1 Job LS XXX $_______ for repairs to existing pavement and additional bituminous paving (parking) complete in accordance with the drawings and specifications but not including the work indicated or specified under 0003b.

0003b Unsuitable soil (fill) 300 CY $_______ $_______ excavation, disposal and replacement with base course.

Total Amount for Item 0003: $_______

If Option is exercised, the contract completion date remains the same.

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

DOCUMENT 00 41 00 Page 3

Options and Unit Prices Form

N___________-___-B-______

(iv) Item 0004: Option 3

Option may be exercised at the time of award or within 60 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment.

Method for evaluation of bids for award purposes is specified below.

Basis of Bid for Item 0004 shall be the addition of the following work complete:

Provision of all work for interior finish materials as indicated.

Amount for Item 0004: $_______

If Option is exercised, the contract completion date remains the same.

(v) Item 0005: Option 4

Option may be exercised at the time of award or within 60 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment.

Method for evaluation of bids for award purposes is specified below.

Basis of Bid for Item 0005 shall be the Total Amount for Item 0005, for the addition of the following work:

Item Description Estimated Unit Unit Price Amount Quantity

0005a Provision of all work 1 Job LS XXX $_______ for a solar photo-voltaic system including a roof mounted array complete in accordance with the drawings and specifications but not including the work indicated or specified under 0005b.

0005b Addition of single 1 EA $_______ $_______ photovoltaic panel to system, as noted in 0005a.

Total Amount for Item 0005: $_______

If Option is exercised, the contract completion date remains the same.

DOCUMENT 00 41 00 Page 4

Options and Unit Prices Form

N___________-___-B-______

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

The low bidder for purposes of award will be determined as in Clause "FAR 52.217-5, Evaluation of Options" of Section 00200, "Instructions to Bidders."

NOTE: The minimum bid guarantee shall be 100 percent of the aggregate amount of Items 0001, 0002, 0003, 0004, and 0005.

NOTE: If the option under Items 0002, 0003, 0004, and 0005 are exercised, additional bonding and consent of surety will be required. Consequently, the Performance Bond shall reflect 100 percent of the aggregate amount of Items 0001, 0002, 0003, 0004, and 0005. Payment Bonds shall reflect 50 percent of the aggregate amount of Items 0001, 0002, 0003, 0004, and 0005.

See attached Consent of Surety Form.

-- End of Document --

DOCUMENT 00 41 00 Page 5

SECTION 01 11 00

SUMMARY OF WORK

08/11

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 within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114 and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Energy Performance Rating

SECTION 01 11 00 Page 1

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The Base Bid work includes the whole center repair of the Plainville Navy Operational Support Center (NOSC) including remove existing roofing and roof deck system and provide roofing and roof deck system; renovation of the main entrance and quarterdeck; remove existing exterior doors and provide exterior doors; provisions for the addition of vestibules/airlocks;

renovations to the locker rooms and bathrooms; renovations to the upper and lower drill halls including the addition of an accessible ramp; remove existing interior lighting and provide interior lighting; remove existing fire alarm system and provide fire alarm system; complete removal of HVAC systems and provide HVAC systems; and incidental related work. Work will also include the provisions for temporarily relocating the building tenants during construction, including but not limited to, moving, storage and use of temporary facilities as specified in Section 01 50 00.00 22.

Option 1 work includes removal of existing windows and wall infill and provision for new exterior window systems and wall infill and incidental related work.

Option 2 work includes the repairs to the existing and provisions for additional bituminous paving (parking) and incidental related work.

Option 3 work includes the provisions for the partial removals and provision of interior finishes as indicated and incidental related work.

Option 4 work includes the provision for all work associated with a solar photovoltaic system including a roof-mounted panel array and incidental related work.

1.4.2 Location

The work shall be located at the NOSC, Plainville, CT, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.5 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

SECTION 01 11 00 Page 2

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building. Storage of materials within the facility will be limited to that days material to be installed.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.5.1 EPA Energy Performance Rating

Provide work consistent with drawings in order to meet Energy Star in accordance with design.

1.6 OCCUPANCY OF PREMISES

Areas in the building adjacent to the work will be occupied by Government personnel during the performance of the work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 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.

1.8 LOCATION OF UNDERGROUND FACILITIES AND UTILITIES WITHIN FLOOR AND ROOF

STRUCTURES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site and floor and roof structures with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground, paved surface and floor and roof structures where existing underground utilities or utilities encased in floor and roof structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

SECTION 01 11 00 Page 3

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.9 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.9.1 NMCI Contractor Access

The NMCI Contractor must be allowed access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the NMCI contractor to facilitate joint use of building spaces during the final phases of construction.

After the Contracting Officer has facilitated coordination meetings between the two contractors, the construction contractor must, within one week, incorporate the effort of additional contractor coordination into construction schedule to demonstrate plan for maintaining the contract duration.

1.10 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the storage area located within 5 miles of the construction site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00.00 22

WORK RESTRICTIONS (PWD ME)

01/13

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 within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2009) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Vehicle List; G

1.1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The facility will remain in operation during the entire construction period. The Contractor shall conduct his/her operations so as to cause the least possible interference with normal operations of the Activity.

b. Permission to interrupt any Activity roads, railroads, and/or utility services shall be submitted to the Contracting Officer in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

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. Do not enter restricted areas unless required to do so and until cleared for such entry.

All Contractor's equipment shall be conspicuously marked for identification.

SECTION 01 14 00.00 22 Page 1

1.3.1 Subcontractors and Personnel Contacts

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.

1.3.2 Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

f. Current Base pass expiration date.

1.3.3 Identification Badges and Installation Access

a. Application for and use of badges for access to the NOSC will be as directed.

Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification Form I-9. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.4 STATION REGULATIONS

1.4.1 Radiological

1.4.1.1 Radioactive Sources

All contracts involving radiation generating devices shall conform to the requirements listed in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (PWD ME) and U.S. Army Corps of Engineers Safety Manual EM 385-1-1. All requirements are to be submitted to the Contracting Officer at least 14 days prior to commencement of operations involving radiation generating devices. A requirements checklist will be provided by NAVFAC (COTs) Contractor Oversight Technician and also available on PWD Maine website:

https://portal.navfac.navy.mil/ portal/page/portal/navfac/navfac_ww_pp/navfac_navfacmidlant.

1.4.2 Laser Control

Contractor shall comply with laser safety requirements under 21 CFR 1040 and ANSI 2136.1-1986 for any work under this contract utilizing lasers.

SECTION 01 14 00.00 22 Page 2

1.4.3 Energy Conservation

In cooperation with Government representatives, the Contractor shall participate in an active program directed toward the efficient use of energy. Government furnished utilities will not be provided for air conditioning of Contractor trailers.

1.4.4 Fire Prevention

Contractor shall familiarize and require all their employees to become familiar with fire prevention regulations within the Station to include the proper method of turning in a fire alarm, storage of flammable and combustible materials and control of combustible waste and trash. Any HOT WORK (welding, burning, grinding, cutting, etc.) requires a HOT WORK PERMIT prior to commencing such work. This permit is obtained from the local Fire Department via the Contracting Officer.

1.4.5 Pesticide and Herbicide Control

Contractor shall not apply pesticides nor herbicides unless specifically required by this contract. Where application of pesticides or herbicides is required, provide the submittals required by the specification and obtain written approval prior to any application.

1.4.6 Smoking Policy

In accordance with NAVFAC policy, smoking is prohibited inside all buildings and other facilities except those areas specifically identified as smoking areas (e.g., smoking shelters).

1.5 WORKING HOURS

Regular working hours shall consist of a period established by the Contracting Officer between 7 AM and 3:30 PM, Monday through Friday, excluding Government holidays. The regular working hours shall be confirmed with the Contracting Officer.

Work will not be allowed at the Naval Reserve (NOSC's) facilities on "Drill" weekends. The Contractor shall contact the Contracting Officer for specific dates.

1.5.1 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Provide written requests fifteen (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.

1.6 WORK IN OCCUPIED BUILDING(S)

Work under this contract will be located in an occupied building. Move unfixed furniture away from Contractor's working area as required to perform the work; protect; and replace in original locations upon completion of the work. Leave fixed equipment in place and protect against damage or temporarily disconnect, relocate, protect, and reinstall at completion of work. If determined necessary by the Contracting Officer, the Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work. Allow 15 calendar days

SECTION 01 14 00.00 22 Page 3 after written notification from the Contractor for the Government to relocate Government property.

1.7 UTILITY CUTOVERS AND INTERRUPTIONS

Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays as approved by the Contracting Officer. Conform to procedures required in the paragraph "Work Outside Regular Hours." Anticipated costs shall be included in the bid.

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

Interruption to Water, Sanitary Sewer, Storm Sewer, Telephone Service, Electric Service, Air Conditioning, Heating, Fire Alarm, Compressed Air, and other utilities shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." This time limit includes time for deactivation and reactivation.

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 in writing within 14 calendar days when such operation is required.

1.8 WORK ADJACENT TO AN OVERHEAD CRANE

Provide a minimum vertical clearance of three (3) inches between the highest point of the crane and the lowest overhead obstruction. For buildings where truss sag becomes a factor, increase the clearance as necessary to maintain the minimum required clearance.

The horizontal clearance between the end of the crane and the building columns, knee braces or any other obstructions shall not be less than two

(2) inches with the crane centered on the runway rails. Pipes, conduits, etc. shall not reduce this clearance.

The vertical clearance beneath a bridge crane is to be at least three (3) inches. This clearance is not applicable to the hook block unless it is in its up most position.

For work involving installation, adjustment, or replacement of rail fasteners (e.g. clips/bolts), the contractor shall verify the existing crane envelope and clearance measurements around the rail head prior to beginning work. The contractor shall notify the Government if the work will reduce the clearance between the bridge crane and rail fasteners and ensure newly installed items will not obstruct bridge crane travel.

The Contractor shall notify the Government to verify that crane clearance has been maintained when the work performed may have changed any physical dimensions of objects or structures adjacent to the crane (e.g., changing or servicing lighting fixtures/pendant assemblies, removal and reinstallation of pipes, conduits, junction boxes, etc.). If the crane is not available (e.g., undergoing maintenance, inspection, etc.), the Contractor shall verify crane clearance by taking measurements using reference points (e.g., vertical and horizontal distance from the top of crane rail with respect to the crane envelope, vertical distance from the floor with respect to the crane envelope, etc.).

SECTION 01 14 00.00 22 Page 4

1.9 FIRE PROTECTION

1.9.1 Compliance

The Contractor shall comply with COE EM 385-1-1, NFPA 241, Utility and Facility Outages, and Activity fire regulations. Obtain approval from the Activity Fire Chief via the Contracting Officer prior to commencement of hot work operations.

1.9.2 Fired Kettles

Melt kettles for tar, asphalt, and similar materials shall not be closer than 25 feet to buildings or combustible materials. Provide a minimum of two 20 pound ABC all-purpose type extinguishers at the melting kettle and the area of hot material application. Equip kettles with proper heat controls and means of agitation to assure controlled uniform temperatures throughout contents to prevent spot heating. Do not heat contents above flash point.

1.9.3 Notification of Fire

Post the Activity fire poster in conspicuous locations and at telephones in construction shacks.

1.10 SECURITY REQUIREMENTS

1.10.1 General

Contractor employees and representatives performing work under this contract are required to be United States citizens. If naturalized, the individual shall present his naturalization papers to the Security Officer for inspection. Foreign born personnel shall present evidence of citizenship regardless of citizenship of parents, as required by immigration laws.

1.10.2 Access to the Station

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II" and the following apply:

Obtain security badges and vehicle passes to enter the Facility at the Stations's Pass/Security Office. Contractor must furnish proof that employees are U.S. citizens to obtain badges to enter the Station.

Contractor must have a completed Department of Homeland Security Form I-9;

Employment Eligibility Verification for each employee and furnish proof that employees are U.S. citizens to obtain badges.

1.10.3 Application and Issue of Security Badges

"Temporary" Security Badges will be issued to Contractor personnel requiring access for less than two (2) work days upon satisfactory proof of U.S. citizenship, in the form of an original or certified birth certificate, passport, or naturalization papers. A picture ID is required in addition to satisfactory proof of citizenship.

"Permanent" (photo) Standard Access Control Badges will be issued to Contractor personnel requiring access for two (2) or more work days.

SECTION 01 14 00.00 22 Page 5

Contractor personnel will be required to complete an authorization application form for local record check, and a personal information sheet.

The forms will be furnished to the Contractor following award of any contract resulting from this solicitation, at time of pre-performance or pre-construction conference.

In the event the Contractor requires access to contract work areas not permitted by the level of security badge issued, such need shall be demonstrated and an escort obtained. The escort shall remain visible to the Contractor at all times within areas requiring escort.

STANDARD ACCESS CONTROL BADGES SHALL BE ATTACHED TO THE OUTER GARMENT AND

DISPLAYED AT ALL TIMES WHILE ON THE STATION.

CONTRACTOR PERSONNEL SHALL NOT ENTER AREAS FOR WHICH THEY HAVE NOT BEEN

CLEARED. WHERE A NEED HAS BEEN DEMONSTRATED TO ENTER SUCH AREAS,

CONTRACTOR SHALL BE UNDER CONSTANT ESCORT BY PERSONNEL WHO HAVE BEEN

CLEARED. FAILURE TO ADHERE TO POSTED SECURITY REQUIREMENTS MAY RESULT IN

REMOVAL OF THE EMPLOYEE FROM THE STATION WITH FUTURE ACCESS DENIED.

1.10.4 Application and Issue of Vehicle Passes

Vehicle passes will be issued upon satisfactory proof of a valid Operator's License, Vehicle Insurance, and State Vehicle Registration. Temporary passes will be issued for short term or single trip requirements on a case by case basis. All vehicles permitted to enter or park on the Station shall comply with the Station's traffic and parking regulations and shall only park in assigned areas, which may or may not be in the vicinity of the site of the contract work. No vehicle shall be parked in such a manner that railroad tracks and vehicle access routes are blocked. Vehicles left unattended which are blocking such access routes are subject to towing and loss of vehicle passes.

1.10.5 Application and Issue of Crane Passes

In compliance with the Station's "Contractor Crane Safety Program", only cranes which display a valid Certificate of Compliance in accordance with the "Crane Operation and Maintenance" paragraph will be allowed entry into the Station.

1.10.6 Return of Badges and Vehicle Passes

Contractor shall ensure all vehicle access permits and personnel badges are returned to the Security Officer when the need has ended. Contractor shall account in writing for each missing pass or badge prior to final payment being made on the contract.

1.10.7 Contractor Security Responsibilities

Contractor employees shall not transport, drink, or have in their possession any alcoholic beverages. Possession of any controlled substances without a physician's prescription is also prohibited. Any contractor employee appearing to be under the influence of intoxicating liquor or narcotics will be apprehended by Station Police, escorted off of the Station, and turned over to the local Police Department.

Any vehicle found to contain controlled substances, including usable residue, may be seized and impounded. Within 24 hours of the work day following any vehicle seizure, the Station Police will have determined

SECTION 01 14 00.00 22 Page 6 whether forfeiture of the vehicle is required. If not, the vehicle will be returned to the owner or authorized agent. If the vehicle is determined to be appropriate for forfeiture, the Station's Legal Officer will notify the Drug Enforcement Administration of such seizure and impoundment, for initiation of forfeiture proceedings pursuant to Title 2l, U. S. Code, Section 88l. Such actions may be taken regardless of whether the owner/operator of the vehicle had knowledge of the presence of drugs in the vehicle. The Government may pursue criminal or other disciplinary actions pursuant to Title l8, U. S. Code, Section l382.

Possession of firearms, ammunition and/or explosives is prohibited. In the event explosives are required for construction work, specific handling requirements and approvals shall be obtained from the Security Officer via the Contracting Officer.

Cameras, video equipment, or similar photographic equipment shall not be introduced into nor removed from the Station. In the event such equipment is required for performance of contract work, approvals shall be obtained from the Security Officer via the Contracting Officer.

Laptop computers shall not be introduced into nor removed from the Station. If laptop computers are required to perform work, obtain approvals from the Security Officer via the Contracting Officer.

Driver use of a hand-held cellular phone in a moving vehicle on the Station is prohibited. This prohibition does not include hands-free cellular phone devices. Hands-free devices include console/dash-mounted or otherwise secured cellular phones with integrated features such as voice-activation, speed dial, speakerphone or other similar technology for sending and receiving calls.

Driver use of any portable, personal listening device worn inside the aural canal, around or covering the driver's ear while operating a motor vehicle, is prohibited. Listening devices include wired or wireless earphones and headphones (including blue tooth or similar technology), and do not include hearing aides or devices designed and required for hearing protection.

The use of radar or laser detection devices to indicate the presence of speed recording instruments or to transmit simulated erroneous speeds are prohibited in accordance with OPNAVINST 5100.2H

The Contractor shall indoctrinate personnel on access limitations to ensure security control is maintained as an integral part of their work pattern and habit.

Contractor shall indoctrinate his/her personnel on escorting procedures and responsibilities. Contractor personnel acting as escorts for other Contractor personnel assume full responsibility for their actions. Escorts shall be within sight of the persons being escorted at all times.

Contractor is advised that any unescorted personnel found in security areas requiring a higher level clearance than the level represented by the badge displayed will be removed from the area with possible confiscation of security badges and vehicle passes.

1.11 CONSTRUCTION VEHICLES

The Contractor shall not utilize any vehicle that will exceed an HS20 wheel load. The use of "off road" vehicles which cannot be legally operated on

SECTION 01 14 00.00 22 Page 7

State roadways or highways is prohibited.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00.00 22 Page 8

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES (PWD ME)

11/11

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 within 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

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

All progress payment amounts will be derived from and tied to the cost loaded schedule activities per Section 01 32 17.00 25 NETWORK ANALYSIS

SCHEDULES (NAS) (PWD ME).

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Provide labor, material, equipment for each line item. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

SECTION 01 20 00.00 20 Page 1

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 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 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, SECTION 01 20 00.00 20 Page 2 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…