Energy Efficency SIR_692M15-21-R-00015.pdf

OMB Control No. 2120-0595 (SF-1442) FAA Template No. 3 (8/97)

SOLICITATION, OFFER, AND

AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

692M15-21-R-00015

2. TYPE OF SOLICITATION

Negotiated

3. DATE ISSUED

2/1/21

PAGE OF PAGES

IMPORTANT - The “offer” section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

CT-21-00055-A2

6. PROJECT NO.

N/A

7. ISSUED BY

AAQ-650 WJHTC Branch

FAA William J. Hughes Technical Center Building 300, Fourth Floor Atlantic City International Airport Atlantic CIty NJ

8. ADDRESS OFFER TO

AAQ-650 WJHTC, Jeffrey Young

FAA William J. Hughes Technical Center Building 300, Fourth Floor Atlantic City International Airport 08045

9. FOR INFORMATION

CALL:

A. NAME

Jeffrey Young B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

609-485-4693

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, Identifying no., date):

The FAA William J. Hughes Technical Center (WJHTC) at the Atlantic City International Airport, NJ has a requirement for energy efficiency upgrades for multiple buildings. The work includes the provision of all labor, materials, equipment, and incidental related work for the following buildings at the WJHTC:

BLDG 305- Replace the existing sloped and domed skylight systems, storefront systems and entrances including all weather stripping at the remaining exterior doors not scheduled to be replaced with the new storefront systems, and construct three new vestibules at the secondary exits.

BLDG 27 & 28- Replace the existing pyramid skylight systems, exterior storefront systems, curtain wall systems, and entrances as well as selected interior vestibule doors and frames.

11. The Contractor shall begin performance within 10 calendar days and complete it within 330 calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If “YES,” indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date): Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

OMB Control No. 2120-0595 (SF-1442) FAA Template No. 3 (Reverse) (8/97)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Offerors providing less than the calendar days indicated here for Government acceptance after the date offers are due will not be considered and offer will be rejected.)

AMOUNTS

Materials $ Labor $ Total $

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each.)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. RESERVED.

26. ADMINISTERED BY

Same as Block 7

27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT Contractor is required to sign this document and return 2 copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consist of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO

SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE

31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

THIS PAGE IS LEFT INTENTIONALLY BLANK

PART I - SECTION B

PRICES/COSTS

B.1 PRICES/COSTS

The pricing for this project consists of the following:

ITEM DESCRIPTION OFFER AMOUNT

0001 Building 305 and 27 & 28

Energy Improvement Project

TOTAL OFFER $__________

---END OF SECTION B---

PART I - SECTION C

STATEMENT OF WORK

C.1 STATEMENT OF WORK

The work includes the provision of all labor, materials, and equipment for the following buildings:

BLDG 305- Replace the existing sloped and domed skylight systems, storefront systems and entrances including all weather stripping at the remaining exterior doors not scheduled to be replaced with the new storefront systems, and constructing three new vestibules at the secondary exits.

BLDG 27 & 28- Replace the existing pyramid skylight systems, exterior storefront systems, curtain wall systems, and entrances as well as selected interior vestibule doors and frames.

The work includes, but is not limited to the following (note: all products, brands, and material listed throughout Section C must either be provided as named or of equal specification, unless marked as proprietary work):

a. Sloped Skylight System:

BLDG 305

The existing sloped skylight system at the Service Corridor is proposed to be replaced with a 6” deep Kawneer 1600 Curtain Wall Sloped Glazing system, or as recommended by the manufacturer for the length and span of the existing opening, as the basis of design. The new curtain wall system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color that both matches the frame color (bronze tint) and provides optimal solar heat gain protection for the space in which its located.

b. Emergency Egress Stair Towers

Two of the building’s emergency exits egress onto the green roof. These two stair towers currently consist of reinforced concrete knee walls with a single-glazed, domed, glass skylight above. These single-glazed units will be removed and replaced with 6” deep Kawneer 1600 Curtain Wall Sloped Glazing system as the basis of design. The new curtain wall system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color (bronze tint) that both matches the frame color and provides optimal solar heat gain protection for the space in which its located.

c. Pyramid Skylight System:

BLDG 27 & 28

The existing pyramid skylight systems are proposed to be replaced with a 6” deep Kawneer 2000 Curtain wall Skylight system, or as recommended by the manufacturer for the length and span of the existing opening, as the basis of design. The new curtain wall system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color (bronze tint) that both matches the frame color and provides optimal solar heat gain protection for the space in which it’s located.

d. Gabled Skylight System at Entrance Vestibule

The existing gabled skylight system at the main entrance vestibule is proposed to be replaced with a 6” deep Kawneer 1600 Curtain Wall Sloped Glazing system, or as recommended by the manufacturer for the length and span of the existing opening, as the basis of design. The new curtain wall system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color (bronze tint) that both matches the frame color and provides optimal solar heat gain protection for the space in which its located.

e. Curtain Wall System

The existing curtain wall systems, located at each of the stair towers in Building 27, are proposed to be replaced with a 6” deep Kawneer 1600 Curtain Wall system, or as recommended by the manufacturer for the length and span of the existing opening, as the basis of design. The new curtain wall system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color that both matches the frame color (bronze tint) and provides optimal solar heat gain protection for the space in which its located.

f. Storefront System

The existing storefront system and entrances at the south elevation are proposed to be replaced with a Kawneer Trifab 451T, front-glazed 4 1/2” deep storefront system, or as recommended by the manufacturer for the length and height of the existing openings, as the basis of design. New storefront system will be a clear anodized finish and will include a thermally broken frame and tinted insulated glazing in a color (gray tint) that provides optimal solar heat gain protection for the space in which it’s located.

Aluminum storefront entrances must include Kawneer AA 425 wide stile heavy duty thermal entrance doors with new thresholds and hardware, as the basis of design.

An option is being considered to include shading devices over the new storefront system.

The existing exterior storefront systems and entrances are proposed to be replaced with a Kawneer Trifab 601T, center-glazed 6” deep storefront system, to match the depth of the existing storefront system, as the basis of design.

The new storefront system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color (bronze tint) that both matches the frame color and provides optimal solar heat gain protection for the space in which its located.

Existing interior storefront systems are proposed to be replaced with either Kawneer Trifab 451 or Trifab 601 storefront system, as indicated on the drawings, to match the depth of the existing storefront system, as the basis of design. The new storefront system will match the existing in color (dark bronze) and will include clear single-pane glazing.

Aluminum storefront entrances shall include Kawneer AA 425 wide stile heavy duty thermal entrance doors with new thresholds and hardware, as the basis of design.

g. Clerestory Windows

There are three (3) sets of existing vertical clerestory windows above the main office spaces on either side of the main entrance. The windows are parallel with each other and are angled to receive north-facing light. The windows extend most of width of the steel-framed portion of the building. The clerestory windows are proposed to be replaced with Kawneer Trifab 451T, front-glazed 4 1/2” deep storefront system, or as recommended by the manufacturer for the length and height of the existing openings, as the basis of design. New storefront system will match the existing in color (dark bronze) and will include a thermally broken frame and tinted insulated glazing in a color (bronze tint) that both matches the frame color and provides optimal solar heat gain protection for the space in which its located.

h. Field Painting Existing Metal

The existing metal panel walls at the first floor will be field painted with Kynar paint, in a custom color determined by the FAA, which will match the color of the new metal panels at the vestibule additions. This includes field painting of the existing metal panels along the building’s south side and 3 exterior walls surrounding the main entrance plaza. The metal panel wall that extends into the interior of the building main lobby vestibule must be field painted as well. In addition to the existing metal panels to be field painted, any existing to remain metal panel trims, headers, sills, etc. along with any exposed fasters must also be field painted. The beam wraps at the entrance vestibule must also be field painted.

Existing metal panels, trims, etc. at the roof level clerestory windows and skylights must not be painted.

i. Vestibule Additions

The FAA has requested three (3) vestibule additions, one to each of the existing exterior secondary exit doors on the building’s south side. The existing exits open directly from interior office space to the outside. The additions benefit the building’s occupants by tempering the exterior cold air in the winter. The vestibule additions include the following:

1. Construct concrete walls, footings and foundations and tie in footings to existing footings. Concrete foundation wall must extend 1’-0” above finish floor, to match the height of the existing adjacent concrete wall.

Columns and column base plates will be recessed 3” and then grouted over to create a smooth and level surface to accept the storefront wall construction above. Refer to structural drawings for specific details.

2. Construct reinforced concrete stoop extending 5’-0” from the face of the new vestibule foundation wall.

Stoop slab must have steel dowels tying the stoop to the interior slab at the exterior door to prevent the slab from heaving due to frost in the winter, thus preventing the exterior door from fully opening. Refer to structural drawings for specific details.

3. Construct reinforced concrete slab-on-grade floor slab over vapor barrier over crushed stone subbase and compacted subgrade. Provide 1/2" compressible joint filler at perimeter of slab where it meets the concrete foundation wall. The slab will be doweled into the existing slab/foundation at the existing exterior door. Refer to structural drawings for specific details, thicknesses and reinforcing. Perimeter slab insulation will be installed to provide a thermal break.

4. Erect new structural tube steel columns and wide flange beams to support the new roof. Steel tube columns must be anchored directly to the concrete foundation walls. Columns and column base plates will be recessed 3” from top of concrete wall and then grouted over to create a smooth and level surface to accept the storefront wall construction above. Refer to structural drawings for specific details and beam and column sizes.

5. New Kawneer Trifab 451T (or equal), front-glazed 4 1/2” deep storefront system on two sides of new enclosure. Storefront system will include insulation-backed aluminum panels on both sides at the corners and ends to cover the steel tube columns. New storefront system will be clear anodized color and will include a thermally broken frame and tinted insulated glazing in color (gray tint) that provides optimal solar heat gain protection for the space in which it’s located.

6. Continuous exterior aluminum sill flashing with a 1” vertical leg on the interior side will be installed under storefront framing and will extend down face of exterior wall a minimum of 3 1/2” to cover the grout joint at the column base plate recesses. Continuous interior aluminum sill flashing will be installed on the interior side, tucked under the exterior flashing with leg, and will extend down face of interior wall a minimum of 3 1/2” to cover the grout joint at the column recesses.

7. Provide 8” cold form metal stud framing on third side of new enclosure. Provide metal stud framing above storefronts per architectural details. Install ATAS concealed fastener Design Wall DWF (or equal) wall panels over 5/8” exterior gypsum sheathing (DensGlass) fastened to cold form metal stud framing. Metal wall panels will be pre-finished in a custom color selected by the FAA. The new panels are 12” wide and have 2 v-grooves on each panel, giving them a very similar appearance to the existing metal wall panels. Batt insulation is installed in stud cavity.

8. Provide 5/8” gypsum wall board on metal stud framing at interior soffit. Provide acrylic finish on 5/8” exterior gypsum sheathing on metal stud framing exterior soffit.

9. Provide LED downlights in interior and exterior soffits, including lighting controls for the light fixtures.

10. Provide fully adhered single ply black EPDM roofing membrane on tapered and rigid roof insulation over structural 1 1/2" metal roof deck. Provide prefinished aluminum fascia system with aluminum cleat on 2 sides and return corner of new enclosure. Tapered roof insulation to slope minimum 1/4" per foot to aluminum gutter on one side. Provide single aluminum downspout with splash block at grade. Gutter and downspout to match adjacent storefront in color.

11. Provide flashing and counter flashing at tie-in of new roofing to existing construction. Roofing membrane will extend up face of wall minimum 8” and be secured under counter flashing with termination bar and sealant.

The existing metal panels above the existing storefront will be cut and modified in order to accept the new construction roof tie- in. New base flashing will be installed.

12. Provide new electric recessed cabinet heater in vestibule. Provide recess in metal stud cavity and gypsum wall board to accept new heater. Provide new electric connection back to electrical panels that have spare capacity and spare breaker provisions.

13. Door hardware for the new swinging entrance door must include electric strike and card reader. Card reader must be mounted on the vertical aluminum storefront mullion on the latch side of the door. Card reader must be connected to existing Access Control System currently serving facility.

The Card Access system must be provided and wired by Johnson Controls. The appropriate notes have been added to the drawings.

14. Extend building’s existing automatic sprinkler system into new vestibule. Sprinkler pipe shall come into the vestibule through the existing concrete wall on the right side. One sidewall sprinkler head must be installed in each vestibule.

15. Provide new interior finishes:

a. Carpet tile walk off mat and new rubber wall base in Vestibules, colors to be selected from manufacturer’s standard range during construction phase.

b. Paint to match FAA standard interior paint, colors to be selected during construction phase.

c. Optional window treatments on interior office spaces must be manually operated roller shades with semi-transparent fabric shade, colors to be selected from manufacturer’s full range during construction phase.

16. Provide illuminated exit sign and tactile exit sign complying with current building codes.

17. NOTE: All work pertaining to the vestibule additions must be received as a separate line item.

j. Interior Work

The existing interior construction is such that the interior gypsum wall board (GWB) wraps around the storefront heads and jambs and returns into the frames. The existing frames cannot be easily extracted without damaging the interior GWB. Therefore, and in order to facilitate construction and minimize damage to the existing interior finishes, the following will be included with the aluminum storefront replacement work:

1. Wood window stools will be temporarily removed and stored. In some locations, indicated on the drawings, the existing wood window stools are to be removed and discarded, as they are too damaged by water to be saved for reinstallation (the water damage has been caused by potted plants kept on the window stools, not as far as the design team can tell, by water infiltration into the building).

2. Interior GWB will be removed as required to facilitate the removal and replacement of the storefront window systems.

3. New interior GWB will be installed, finished and painted.

4. The existing wood window stools will be reinstalled. Where indicated on the drawings, in the locations noted for window stool replacement, new window stools will be provided, in the same wood species, profile and finish as existing.

k. Weather Stripping

All exterior doors not indicated to be replaced with a new storefront entrance system will have the existing weather stripping removed and replaced with new surface applied weather stripping. New exterior doors will be weather stripped as per the hardware schedule.

l. Lightning Protection System

BLDG 305, 27 & 28

Existing lightning protection system cables and air terminals that are currently fastened in place will be affected by the renovations. They will be required to be temporarily relocated and/or extended and reinstalled as required. The entire installation is to meet the requirements of NFPA 780, and the “Installation Requirements for Lightning Protection Systems, UL 96A” of Underwriters Laboratories, Inc.

m. Special Requirements

1. Overhead sloped glazing and the support systems must be designed to withstand roof, snow, and other loads, as specified by the building code. Existing glazing within the sloped system is laminated, heat-strengthened or tempered. For interior space where the removal and installation of skylights, slope glazing, and clerestory windows can pose a threat to occupant safety temporary protective screens or netting is required to be installed prior to demolition to protect building occupants from possible falling glass, and removed upon completion. The design team must coordinate with the frame manufacturer to ensure all applicable code requirements are met. Cubicles directly under the systems that require a temporary protective screen will remain in place.

BLDG 305, 27 & 28

2. The existing storefront system features full-height glass panels and a wooden chair rail braced by the vertical mullions. The existing wood rail does not meet current building codes; and therefore, cannot be reinstalled on the new storefront. The railing will be removed and discarded. Horizontal mullions will be added to the storefront to physically divide the full height glass into smaller sections for code and safety reasons.

All glazing shall be annealed, except where required to be tempered. Tempered glazing is required within 24” horizontally from an operable door and within 18” vertically from the floor. Additionally, all glazing within an operable door is required to be tempered. Safety glazing is required to be permanently identified.

3. Due to the scope of work associated with the skylight replacement, it is expected that there will be some disruption of the spaces on the interior. However, in building 305, one space being a vestibule and the other a corridor with only file storage, neither space has permanent occupants situated directly under them. With proper protection in place, the work in this portion of the project must be phased so that the disruption will be as brief as possible within each space.

The work associated with the storefront replacement, it is expected that there will be some disruption of the offices and office spaces on the interior, at the perimeter of building 305 the south elevation and at the perimeter of buildings 27 & 28. The existing window removal and replacement can be performed from the exterior with minimal impact to the interior spaces adjacent to the perimeter of the building.

However, there will be work that is required to be done from the interior of the building including caulking and interface with interior finishes. The work must be phased so that the disruption to any offices adjacent to the windows will be limited.

- Provide a tentative plan and schedule to disassemble and reassemble cubicles and office space adjacent to windows for government review and approval. The plan must include a minimum and maximum number of workstations requiring disassembly or movement for project progression, but will still permit workable conditions for building occupants. The workstations can be arranged in a checkerboard pattern unless a better arrangement is proposed and approved for the project’s progression. The time frame for which cubicles are disassembled must not exceed a week, unless approved by the Contracting Officer. Because cubicles are occupied, a minimum one week notice must be provided before moving to the next workable area to allow building occupants to remove personal items.

4. Removal of existing door hardware and locksets must be provided to the Contracting Officer or designated government representative for positive control as indicated on the drawings.

C.2 PERIOD OF PERFORMANCE

The period of performance will be 330 calendar days from the Notice to Proceed (NTP).

C.3 KEY PERSONNEL REQUIREMENTS

This project requires badged key personnel for the following labor categories:

1. Field Superintendent

2. Site Safety and Health Officer (SSHO) – BLDG 305

3. Site Safety and Health Officer (SSHO) – BLDG 27 & 28

Position of Field Superintendent and SSHO must NOT be filled by the same candidate. This project requires two separate SSHO personnel as follows: one SSHO for BLDG 305 (located on the WJHTC campus) and one SSHO for BLDG 27 & 28 (located on the Air National Guard Base). Each SSHO is responsible for overseeing safety for the entire project and nothing else. Contractor must designate an alternate candidate for the Field Superintendent and each SSHO. Each alternate must be in accordance with primary Key Personnel requirements.

Requirements for Field Superintendent (including alternates) include:

- Minimum 5 years supervisory experience overseeing at least two (2) projects similar in size/scope to this project. Supervisory experience can be 2 projects spanning 2.5 years each, 5 projects spanning 1 year each or any other combination. Relevant experience may be from current or previous employer.

-Must have completed and provide valid certificate for candidate’s 30-hour OSHA sponsored/approved course in Occupational Safety and Health Standards for Construction

Requirements for each SSHO (including alternates) include:

-Must possess knowledge of state and federal occupational safety and health regulations and must have completed formal educational training in occupational safety and health. The SSHO must submit a copy of their instructor-signed OSHA 30-hour training card or course completion documentation if within 90 days of having completed the training and card has not yet been issued. Acceptable training includes one of the following classes:

- The 30-hour OSHA General Industry safety class or

- The 30-hour OSHA Construction Industry safety class

As an equivalent to the acceptable training classes listed above, formal construction or industry safety and health training covering the following subjects of the OSHA 30-hour course is acceptable:

a. OSH Act/General Duty Clause

b. 29 CFR 1904, Recordkeeping

c. Subparts C, CC, D, E, F, K and M of OSHA

d. Rigging, load handling equipment (LHE), welding and cutting, scaffolding, excavations, concrete and masonry, demolition, health hazards in construction, materials handling, storage and disposal, hand and power tools, motor vehicles, mechanized equipment, marine operations, steel erection, stairways and ladders, confined spaces or any others that are applicable to the work being performed.

All Key Personnel must be on-site at all times that work is being performed. Resumes and associated certificates must be submitted as a part of the contractor’s submittals and approved prior to Notice to Proceed (NTP).Final approval of candidates is at the discretion of the Contracting Officer (CO) and Contracting Officer’s Representative (COR).

C.4 SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

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 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 42 13 METAL WALL PANELS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 16 ALUMINUM DOORS AND FRAMES

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES - OPTION 1 AND OPTION 2

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

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

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

C.5 DRAWINGS

The contract drawings indicate general arrangements, approximate sizes and relative locations of principal materials to be provided or tasks to be completed. Contract drawings are diagrammatic and are a graphic representation of contract requirements to best available standards at the scale used. The Contractor must provide offsets to clear interferences and supports which are not specifically shown, but which are obviously needed to make the system complete, operable, and safe. The Contractor must verify all elevations, dimensions and clearances at the site. The following contract drawings accompany the specifications and are a part thereof:

Drawing Number Drawing Title

BUILDING 305

1 G000 COVERSHEET

2 Cl0l STAGING PLAN

3 A001 ARCHITECTURAL NOTES, SYMBOLS, & ABBREVIATIONS

4 A101 OVERALL DEMOLITION FIRST FLOOR PLAN

5 A102 OVERALL DEMOLITION ROOF PLAN

6 A111 OVERALL FIRST FLOOR PLAN

7 A112 FIRST FLOOR PLAN - AREA 'A'

8 A113 FIRST FLOOR PLAN - AREA 'B'

9 A121 OVERALL FIRST FLOOR REFLECTED CEILING PLAN

10 A201 OVERALL ROOF PLAN

11 A401 EXTERIOR ELEVATIONS & v/ALL SECTIONS

12 A402 DOOR & STOREFRONT SCHEDULE

13 A403 ROOF SKYLIGHT AND CLERESTORY PLANS

14 A404 ROOF SKYLIGHT AND CLERESTORY PLANS, ELEVATIONS, & SECTIONS

15 A901 EXTERIOR SECTIONS & DETAILS

16 A902 EXTERIOR SECTIONS & DETAILS

17 S101 VESTIBULE FOUNDATION, FIRST FLOOR, & ROOF FRAMING PLANS &STRUCTURAL GENERAL NOTES

18 S401 TYPICAL FOUNDATION DETAILS & SECTIONS

19 S402 TYPICAL FRAMING DETAILS & SECTIONS

20 E101 PARTIAL FIRST FLOOR PLAN LIGHTING - BUILDING 305

21 E102 PARTIAL FIRST FLOOR PLAN POWER - BUILDING 305

22 F001 FIRE PROTECTION NOTES, LEGEND, & OVERALL PLAN

23 F201 ENLARGED CEILING PLANS - FIRE SUPRRESSION

BUILDING 27 & 28

1 G000 COVER SHEET

2 Cl0l STAGING PLAN

3 A101 OVERALL FIRST, SECOND, AND PENTHOUSE FLOOR DEMOLITION PLAN

4 A102 OVERALL ROOF DEMOLITION PLAN

5 A201 OVERALL FIRST, SECOND, AND PENTHOUSE FLOOR NEW WORK PLANS

6 A401 OVERALL ROOF, PARTIAL REFLECTEWD CEILING & SKYLIGHT PLAN

7 A402 EXTERIOR ELEVATIONS – BUILDING #27

8 A403 EXTERIOR ELEVATIONS – BUILDING #28

9 A404 DOOR AND ALUMINUM FRAME SCHEDULE

10 A901 EXTERIOR ALUMINUM FRAME DETAILS

11 A902 EXTERIOR ALUMINUM FRAME DETAILS

C.6 PROPRIETARY WORK

The following work is required to be performed in accordance with WJHTC standards and tied into existing PIV security system with Pegasys upgrade: The contractor is required to provide conduit, pull string, door hardware and card readers. The contractor must enter into a subcontract with Versar Security Systems for the installation part of the project to complete the wiring, connections, testing, and programing required to install the PIV card readers.

All costs, including the costs for Versar Security Systems’ work, is the contractor’s responsibility, and must be included as part of the contractor’s bid. Prior to bid submission, the contractor must obtain from Versar Security Systems a price quote for the required subcontract services. After contract award, the successful contractor must enter into a subcontract with Versar Security Systems and coordinate the installation of the PIV card readers as part of the project. The successful contractor should work with Versar Security Systems to assure that the following requirements are met:

Provide communication with the existing system for all new and modified card reader work; and New and modified work must function seamlessly with the existing system, both locally and remotely.

The contact information for Versar Security Systems is:

VERSAR SECURITY SYSTEMS

STEVE KLAASEN,

PMP REGIONAL PROGRAM MANAGER

MOBILE: 907-227-1119

EMAIL: SKLAASEN@VERSAR.COM

--- END OF SECTION C---

PART I - SECTION D

PACKAGING AND MARKING

NOT APPLICABLE

PART I - SECTION E

INSPECTION AND ACCEPTANCE

3.1-1 Clauses and Provisions Incorporated by reference (July 2019)

This screening information request (SIR) or contract, as applicable, incorporates by reference the provisions or clauses listed below with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make the full text available, or offerors and contractors may obtain the full text via Internet at: https://fast.faa.gov/contractclauses.cfm.

(End of clause)

3.10.4-9 INSPECTION OF FACILITIES (APRIL 1996)

3.10.4-10 INSPECTION OF CONSTRUCTION (SEPTEMBER 2009)

(a) 'Work' includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph

(i) below.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless the Government determines that it is in the public interest to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may:

(1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or

(2) terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

(j) In the absence of any formal disputes, a project will be deemed physically and financially complete within one year after final acceptance and excess funds will be deobligated at that time.

(End of clause)

3.10.4-11 Inspection - Dismantling, Demolition, or Removal of Improvements (April 1996)

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PART I - SECTION F

DELIVERIES OR PERFORMANCE

provisions or clauses listed below with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make the full text available, or offerors and contractors may obtain the full text via Internet at: https://fast.faa.gov/contractclauses.cfm.

(End of clause)

3.2.2.3-56 SCHEDULES FOR CONSTRUCTION CONTRACTS (JULY 2004)

(a) The contractor (you) must, within 10 calendar days after the work on the contract starts or after another period determined by the Contracting Officer (CO), prepare and submit to the CO for approval three copies of a practicable schedule showing the order in which you propose to perform the work, and the dates you plan to start and finish the important stages of the work (including acquiring materials, plant, and equipment). The schedule must be in a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion during the contract period. If you do not submit a schedule within the time prescribed, FAA (us) may withhold payments until you submit the schedule. If you fall behind your schedule, you must send a revised schedule with your next request for payment. Provide us additional schedules as soon as practicable if the CO requests them.

(b) With each payment request, submit a copy of the last schedule you submitted, annotated to show progress to date. If at any time, in the CO’s opinion, you have fallen behind the schedule to an extent which would jeopardize timely completion, you must take steps to improve progress, including those the CO may require, to enable timely completion without additional cost to us. The CO may require you to increase the number of shifts, the amount of overtime, days of work each week, or the amount of constructor plant being used. You must submit any supplementary schedules the CO deems necessary to demonstrate how you will regain the rate of progress necessary for timely completion.

(c) If you fail to comply with the CO’s requirements under this clause, the CO may determine that you are not performing the work with enough diligence to ensure completing it within the time the contract requires. If the CO makes this determination, the CO may terminate this contract for default.

3.10.1-9 Stop-Work Order (October 1996)

3.10.1-10 Stop-Work Order - Facilities (June 1999)

3.10.1-11 GOVERNMENT DELAY OF WORK (APRIL 1996)

(a) If the performance of all or any part of the work of this contract is delayed or interrupted (1) by an act of the Contracting Officer in the administration of this contract that is not expressly or impliedly authorized by this contract, or (2) by a failure of the Contracting Officer to act within the time specified in this contract, or within a reasonable time if not specified, an adjustment (excluding profit) shall be made for any increase in the cost of performance of this contract caused by the delay or interruption and the contract shall be modified in writing accordingly. Adjustment shall also be made in the delivery or performance dates and any other contractual term or condition affected by the delay or interruption. However, no adjustment shall be made under this clause for any delay or interruption to the extent that performance would have been delayed or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an adjustment is provided or excluded under any other term or condition of this contract.

(b) A claim under this clause shall not be allowed:

(1) for any costs incurred more than 20 days before the Contractor shall have notified the Contracting Officer in writing of the act or failure to act involved, and

(2) unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the delay or interruption, but not later than the day of final payment under the contract.

F.1 PROJECT LOCATION

The work will be located in building 305, 27, and 28 at the FAA William J. Hughes Technical Center, Atlantic City International Airport, Pomona, NJ approximately as indicated or specified. The exact location will be shown by the Contracting Officer’s Representative.

F.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(a) This clause specifies the procedure for the determination of time extensions for unusually severe weather in accordance with Contract Clause 3.10.6-6, "Default (Fixed Price Construction) (October 1996)."

The listing below defines the monthly anticipated adverse weather for the contract period for the geographic location of the project. For the purpose of this contract, unusually severe weather is defined as daily precipitation equal to or exceeding 0.5 inches and/or maximum daily temperature not exceeding 32 degrees Fahrenheit.

MONTHLY ANTICIPATED ADVERSE WEATHER CALENDAR DAYS

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

10 15 5 3 3 2 2 2 3 3 4 5

(b) The above schedule of anticipated adverse weather will constitute the base line for monthly weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days will be recorded on a calendar day basis, including weekends and holidays, and compared to the monthly anticipated adverse weather in paragraph (a) above.

For the purposes of paragraphs (b) and (c), the actual adverse weather days shall include days impacted by actual adverse weather days.

(c) The number of actual adverse weather days shall be calculated chronologically from the first to the last day in each month. Once the number of actual adverse weather days anticipated in paragraph a. above has been incurred, the Contracting Officer will examine any subsequently occurring adverse weather days to determine whether the Contractor is entitled to a time extension. These subsequently occurring adverse weather days must prevent work for 50 percent or more of the Contractor's work day and delay work critical to the timely completion of the project. The Contracting Officer will convert any delays meeting the above requirements to calendar days and issue a time extension in accordance with Contract Clause 3.10.6-6, "Default (Fixed Price Construction) (October 1996)”.

(d) The Contractor's schedule must reflect the above anticipated adverse weather delays on all-weather dependent activities.

F.3 SPECIAL SCHEDULING REQUIREMENTS

(a) Work must be sequenced such that construction traffic does not impede or restrict pedestrian traffic within or around the buildings at any time.

(b) Removal of existing door hardware and locksets must be provided to the Contracting Officer or designated government representative for positive control as indicated on the drawings.

(c) Crane use must be scheduled for weekends only (see Paragraph titled “Working Hours”). The contractor must give the government a minimum one week notice (7 calendar days) prior to crane use.

(f) Delivery of materials and equipment that come in on tractor trailers will need to enter through the Air

National Guard Construction Entrance.

F.4 WORKING HOURS

(a) After Working Hours: After working hours consist of an 8-1/2 hour period between the hours of 17:00PM to 06:00AM, Monday through Friday. Federal holidays (New Year’s Day, Martin Luther King’s Birthday, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans’ Day, Thanksgiving Day, and Christmas Day) that fall within the work week will not be considered work days.

When any of these designated holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When any of these designated holidays falls on a Saturday, the preceding Friday will be observed as a legal holiday.

In addition to the days designated as holidays, the Government observes the following days: Any other day designated by Federal Statute, by Executive Order, by the President’s Proclamation, or by the Technical Center’s Director. It is understood and agreed between the Government and the Contractor that observance of such days by Government personnel must not otherwise be a reason for an additional period of performance. In the event the Contractor’s personnel work during the holiday, no form of holiday or other premium compensation will be reimbursed, other than their normal compensation of the time worked.

When the Federal, State, Local and other governmental entities grant excused absence to its employees, assigned contractor personnel may also be dismissed; however, they will not be directly reimbursed for the excused absence. Information about Center delayed openings or closings may be obtained by calling (609) 485-6100.

(b) Work Outside of After Working Hours: The following work must be performed outside of After working hours:

1) Use of cranes must be on weekends only (Saturday’s 07:00AM – 16:30PM and Sunday’s

07:00AM – 16:30PM).

2) Administration Task, Mobilization, Inspections, Clean Up and Punch List Items, and Closeout are permitted between the hours of 07:00AM – 16:30PM, Monday through Sunday, as needed.

3) Field Painting and Utility Disruptions (including prep work) are limited to weekends only (Saturday 07:00AM – 16:30PM and Sunday 07:00AM – 16:30PM) unless otherwise stated by the contracting officer.

Such periods have been considered in computing the time allowed for completion. No additional compensation will be provided for work performed outside of after working hours.

All work outside after working hours requires coordination with and approval from the Contracting Officer.

Unless otherwise specified, the contractor shall provide a written request at least 15 calendar days prior to the time the contractor desires to do the work outside regular hours to allow for arrangements to be made by the government for inspecting the work in progress. The written request shall indicate the specific dates, hours, location, type of work to be performed, contract number and title. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

F.5 OTHER WORK RESTRICTIONS AND SPECIAL REQUIREMENTS

(a) Building 305 and 27 & 28 are occupied and operational. Entry is permitted as indicated. All occupied areas of work must be cleaned up returned to a safe usable condition for occupants each day.

(b) The work site is also surrounded by other occupied buildings. The contractor must conduct his operations so as to cause no interference with the normal operations of these facilities.

The contractor must not receive any additional compensation due to conditions brought about by the occupancies and operations noted above.

(c) Additional Daily Requirements:

1) The Field Superintendent and SSHO must be on site at all times during construction. No work can be completed without the presence of the Field Superintendent and SSHO.

2) Each work day all debris and trash resulting from demolition and construction activities must be removed from the work area and properly disposed of off government property or stored in approved on-ground containers pending such disposal off-site.

3) Each work day the Contractor shall only bring into the work area as much material as can be used in that work day. At the end of each work day the contractor shall remove such materials from the work area and store them in accordance to the manufacture’s recommendation in the designated laydown areas.

4) The Field Superintendent and SSHO must remain on site each day until the Government performs an inspection of the work completed at the end of that work day. It is the Contractor’s responsibility to notify the Government as to the appropriate time for the daily inspection and must provide a minimum of 30 minutes notice for inspection. The Field Superintendent in conjunction with the Government, must complete and sign the following “Worksite End of Shift Daily Checklist” at the end of each work day verifying that general housekeeping, weather tightness, and safety requirements have been completed and conditions are acceptable:

BUILDING 305 AND 27 & 28 ENERGY IMPROVEMENT PROJECT

CONTRACT

WORKSITE END OF SHIFT DAILY CHECKLIST

DATE: ________________ TIME: __________ AM PM (circle one)

GENERAL HOUSEKEEPING:

Check to indicate completed and OK

Debris and trash have been removed from the work areas of the building __________

Tools have been properly stored

Materials are properly staged and secured

WEATHERTIGHTNESS:

Membrane and seams have been checked

Flashings are secured and sealed

Temporary water…