PR_Att_1-_Statement_of_Work-JLSS_17-0009.docx

STATEMENT OF WORK

DESIGN-BUILD

Project JLSS 17-0009

Renovate Supply Building 320

911 AIRLIFT WING

PITTSBURGH AIR RESERVE STATION

MOON TWP, PENNSYLVANIA 15108-4495

PR ATTACHMENT 1

PR ATTACHMENT 1

STATEMENT OF WORK

PROJECT JLSS 17-0009

RENOVATE SUPPLY BUILDING 320

I. TITLE and DESCRIPTION:

A. Summary. Renovate Supply Building 320 via a Design-Build (D-B) contract at location shown on Project Site Plan (see SOW Attachment 1). This work consists of performing all design and construction work which includes providing all materials, labor, and equipment necessary to provide a useful, operable, and serviceable facility in accordance with (IAW) this Statement of Work (SOW). Contract will renovate existing clothing supply area and storage section in Building 320, which will primarily provide additional office and storage space for Boeing personnel in support of the C-17 mission. Work will require multi-discipline engineering and construction services for the design, alteration, repair, and construction to include architectural, electrical, communications, fire protection, and HVAC work. Project JLSS 17-0009 Renovate Supply, Building 320 is comprised of all work related to: (refer to proposed layout SOW Attachment 3):

Boeing Offices and Boeing Parts Storage Section: Demolition and removal of partition walls existing in clothing issue fitting room (highlighted in red) and repurpose room for office space. The Contractor shall install 2 quad network outlets with 2 CAT 6 outlets data, 1 voice, and 1 empty for future. The other two adjacent rooms will also require 2 quad network outlets with 2 CAT 6 outlets data, 1 voice, and 1 empty for future. All walls in the three offices and in the Boeing Parts storage section will be repainted; All flooring in the three offices and Boeing Parts storage to be removed and replaced with vinyl composition tile (VCT) (exclude 25’x23’ roll-away section). Demo the counter (approximate dimensions: 23’x3’x4’). Replace lighting fixtures with energy efficient LED lights. Contractor is expected to complete the work in this area by July 15, 2018.

LRS and Office Space Sections: New metal stud walls matching existing office, electrical and communication connections as required by code suitable to have a complete and usable office workspace. The Contractor shall install (2) quad network outlets with 2 CAT 6 outlets data, 1 voice, and 1 empty for future. Quad outlets to be installed every 8 feet. Printer location will require 1 CAT6 and 1 voice outlet (location to be identified later in the design stage). New office space to include fire protection system connected to existing system; Fire protection system drawings to be stamped by a licensed professional engineer. New offices to have air conditioning units located on top of offices; no heating required. Floor to be VCT.

TMO Side: section will need to be repainted and VCT flooring to be removed and replaced with new VCT.

Men’s Room (018): Restroom to be renovated. Renovation to include removing and replacing toilet, sinks, water faucets, mirrors and tile (floor & wall). Remove and replace one urinal. The second urinal to be removed and replaced with a toilet and stall.

Ladies Room (017): Restroom to be renovated. Renovation to include removing and replacing toilets, mirrors, sinks, water faucets, stalls and tile (floor and wall).

Electrical Room (010): Replace the existing 6 strand of multimode with 6-strand single mode fiber and upgrade connection box if required.

Aircraft Parts Storage section: Demolish wall (refer to drawing wall highlighted in red). Demolish door and close the opening with CMU. Paint existing wall surfaces. Contractor will work close to a restricted area, if at any stage during construction the Contractor needs access to the restricted area Contractor needs to notify the Government three days in advance.

Storage Space: Relocation of existing forklift charging station and electric line supply to opposite side of the building (refer to drawing); Add drain-less eye wash.

Remove and replace existing utility meters (electric, gas and water) with Air Force approved meters.

Include all work related to the renovation and upgrade needed to support new additions including electrical and communication distribution systems, power panels and zone cabling, along with the portions of all design, engineering and field overhead related to these tasks as determined during design process.

Surveys: Complete thorough Lead Based Paint and Asbestos Survey required. Remove and remediate asbestos containing material and lead base paint where encountered. Contractor should expect to find asbestos within the mastic.

Temporary Office Space: Contractor to provide one (1) double wide trailer and utility hook up to be installed at a location determined by the Government (see Figure 1at the end of this SOW) for an 8 month period (period may be extended). Furniture and portable shelving units located in the Boeing offices and storage section to be relocated to temporary trailer. Trailer to be delivered and installed by March 1, 2018.

I. TRAILER REQUIREMENTS

a. Provide portable or mobile building, securely fixed to ground ties, with steps and landings at entrances. Mobile homes for living quarters WILL NOT BE PERMITTED ON SITE.

b. Provide structurally sound, secure, weather tight enclosures for office. Maintain during progress of Work; remove after completion of Work and when no longer needed. Temporary offices shall meet the following requirements:

c. Code Compliance: State of Pennsylvania Department of Labor and Industry and the 2015 International Building Code (IBC).

d. Axle Type: Triple.

e. Frame Type: Reinforced outrigger frames with detachable hitches.

f. Floor Joists: Minimum 2-inch x 6-inch longitudinal.

g. Floor Deck: 3/4 inch plywood.

h. Roof Truss Rafters: 40-pound loading at 16 inches o.c.

i. Roof Deck: 1/2-inch thick OSB.

j. Roof Membrane: EPDM rubber, fully adhered.

k. Insulation: R-19 in walls, floor, and roof.

l. Exterior Wall Sheathing: 1/8-inch thick Thermoply.

m. Exterior Siding: 0.019 inch thick aluminum.

n. Exterior Windows: Aluminum framed slider windows with self-storing storm windows (6 per each 12 feet x 60 feet unit).

o. Exterior Doors: Insulated metal with steel frames.

p. Porch Lights: Vandal resistant, over each exterior door.

q. Skirting: Provide skirting around all trailers.

r. Walls: 2-inch x 4-inch.

s. Flooring: Vinyl Tile

t. Ceiling: Armstrong textured gypsum ceiling; 8 feet in height.

u. Spacing: allow minimum 10 ft. between existing trailers.

v. Tie Downs: as required by manufacturer to prevent roll over due to winds.

w. Interior Blinds: Venetian type at each window.

x. Exterior and Interior Door Hardware: Coordinate with Contracting Officer for keying requirements; furnish 6 keys to Contracting Officer.

y. HVAC System: Electric heat pump of a size to accommodate identified number of people per trailer.

z. Interior Lighting: Diffused fluorescent type providing 50 foot-candles at desk top height.

aa. Exit Signs: Illuminated.

ab. Electrical per Code: Outlets, switches, panels, and wiring to meet National Electric Code.

ac. Electrical Panelboard: Size according to requirements. Include main distribution panel, connections to transformer, grounding, overhead wire distribution, circuit breakers, GFCI breakers, surge suppression.

ad. Exterior Entrance Stairs: Treated, non-painted wood framing of construction meeting applicable Building Codes or non slip, open grate metal.

ae. Make all electrical connections to existing electrical service in building 323 (see site sketches) and run conductors overhead the trailer. Include all related panelboards, circuit breakers, switches, grounds, poles, and devices to provide functional power system. Low voltage/ communications wiring/fiber shall be run overhead on poles.

II. SPECIAL REQUIREMENTS

a. Utilities Connections: Make necessary connections for temporary utilities. Patch and repair disturbed areas to restore to original condition.

b. HVAC Loading: Approximate general loads for trailers for 10 occupants with computers.

c. Make necessary connections for telephone/data. Data wiring within trailer shall be Ethernet wiring.

d. Wiring shall be home-run back to a central demarcation point in trailer nearest to source Building indicated by Contracting Officer. Run exterior fiber/power/phone on poles overhead.

e. At trailers at Lot K, provide 20 pair Cat VI copper cable.

f. Terminate each end of fiber optic cable with "SC' connectors.

g. Final connection of telephone and fiber optic cabling to the 911 Airlift Wing phone/data system shall be by 911 AW personnel. Contractor will provide rack and all wiring to rack from outlets and from source.

h. Data Requirements: CAT-6.

i. Typical Office Trailer LAN:

j. 10 connections allowed to be distributed in the trailers per direction of the contracting officer.

k. Telephone Requirements: Cat-6, RJ-11.

III. EXECUTION

MAINTENANCE:

a. Contractor to provide prompt maintenance and repair of trailers and related items.

REMOVAL

b. Remove temporary offices, contents and services at a time they are no longer needed.

c. Move Clothing Issue belongings to area designated by the government.

d. Restore areas to required elevations and clean of debris.

e. Leave site finish material to match the conditions prior to bringing trailer to site.

f. Restore pavements, sidewalks, curbs, striping, and lawn areas to original condition.

Before submission of the proposal the Contractor shall address to the Contracting Officer (CO) any questions concerning the project. Contractor’s proposal shall reflect appropriate total price for the projects, broken down further as Design cost and Construction cost. Contractor’s proposal shall be submitted on Bid Schedule (see Attachment 2).

Project is anticipated to be awarded by January 15, 2018.

B. Design. The Contractor shall be capable of addressing and interpreting all aspects of Unified Facilities Guide Specifications (UFGS) and the United Facilities Criteria (UFC) regarding this requirement. The Contractor shall provide Type A & B services. Type A services involve field investigations and surveys (topographic, geotechnical, etc.); similar fact finding surveys of the site essential to proper design; prepare reports and similar services not involved in the preparation of designs, plans, drawings, and specifications; Contractor shall evaluate the requirements for air emission, and national pollutant discharge elimination system permit for construction.

Type B services include those items normally furnished by an A-E in the actual preparation of the design documents (plans, drawings, estimates, specifications, submittal register etc.) and include visual inspection of the site or facility for familiarization with scope, general conditions, and coordination with using activities. The Contractor shall complete the design in sufficient detail to enable construction operations inclusive of inspection validations and warranty mandates. Contractor shall provide design of all disciplines by licensed professional architects or engineers. The Contractor shall submit the following design submittals: a 60% Design, a 90% Design which includes AutoCAD drawings and applicable specifications sections, and a Final (100%) Design which includes AutoCAD drawings and specifications sections. Final Design shall be stamped by a professional engineer and/or architect licensed in the state of Pennsylvania. The Contractor shall construct IAW approved drawings and specifications. The Government must specifically approve, in writing, any on-site construction activities or ordering of materials to begin before Government approval of the 100% design documents. Contractor may start demolition work prior to final design after government approval of Contractor demolition plan.

C. Construction Work. Construction comprised of work to renovate supply Building 320. Work includes: constructing additional permanent walls; renovate offices, installing additional interior door; patching and painting walls; reconfiguring wet pipe sprinkler system; installing new lighting; adding emergency exit doors and signs if required to meet applicable codes; and removing and remediating asbestos containing material and lead base paint where encountered; as described in section A. Further details of the required construction are delineated elsewhere in this SOW.

D. Floor Plans. Sketch SK-1 Building 320 Existing and Proposed Layout (SOW Attachment 3) shows the current layout of the facility with the proposed work delineated.

E. Contract Changes/Modifications. Notwithstanding any provisions of this contract, the CO will be the only individual authorized to in any way amend or modify the terms of this contract.

F. Progress Review Meetings. The Contractor shall hold progress review meetings and shall coordinate these meetings with the CO. Meetings may be held via telecon. The initial Progress Review Meeting will be held within 10 days of contract award. Subsequent meetings will be held at 15 day intervals and will continue until the project is closed out. These meetings will be a review of work performed, issues, schedules, milestones, and current status. The schedule of the progress review meeting may be modified by the CO with notification to the Contractor. The Contractor shall record and provide copies of all meeting minutes to POCs no later than 2 working days following meeting dates.

G. Additive Bid Items/Bid Options.

N/A

II. PERFORMANCE TIME: Work is to be completed within 214 (94 days for design and 120 days for construction) calendar days after the CO issues the NTP, during normal duty hours from 0700 to 1600, and weekdays Monday through Friday, with no work on federal holidays or UTA training weekends. Any deviations from the normal working hours must be approved 72 hours in advance by the CO.

III. DESIGN:

A. Architect/Engineer. The Contractor will provide design by retaining an Architect/ Engineer (A/E) registered in PA, who will complete design documents IAW the phases and schedule stated herein. The design shall include work of all trades required to result in a complete and functional project, ready for use.

The facility design shall be based on A-E review, investigation, and measurement of actual project conditions and shall not rely solely on as-built or other facility drawings provided by the Government. The government will provide various iterations of existing PDF format as-built drawings on-file; however, the government cannot guarantee the accuracy of these drawings and does not have CAD versions files of those drawings. The contractor is responsible to field verify all existing as-built conditions.

In addition to the requirements in paragraph I above, the design must include the following considerations:

1. Design of this project shall incorporate to fullest extent feasible applicable portions of local design guidance detailed in Pittsburgh IAP ARS Design Guidelines (see Attachment 4).

2. Provide electrical and communication outlets on walls to support office space expansion, anticipated equipment, and furnishings. Install flush wall mounted communication outlets and electrical outlets at least every 10 feet (or as required by code) along perimeter of new walls. Extend electrical power and communication system and augment electrical service to meet power requirements if required.

3. Prepare and paint all walls in remodeled areas.

4. Include appropriate energy efficient lighting (LEDs) and update branch wiring as appropriate.

5. All interior doors will be hollow metal doors with clear wire reinforced vision panels measuring approximately 8” wide by 36” high.

6. Door hardware to be compatible with “Best” locks, cores to be turned over to the Government.

7. Upgrade electrical as required for new HVAC and other electrical circuits. All new electrical lines and panels will be fed back to the existing building electrical supply.

8. Install new electric, gas, and water meter in accordance with AMRS Meter Specification.

9. Reasonable temporary utilities will be provided by the Government with the exception of phone service.

10. Designs to meet IBC Building Code requirements.

11. Submit plans stamped by a Pennsylvania Professional Engineer showing code requirements for egress, fire safety/alarm, and structural plans with calculations.

12. Provide submittals to include colors materials, and shop drawings prior to releasing material orders. The Design Phases (from paragraph III.D.) will include specifying products that require a material submittal (during the construction work) for government approval.

13. The contractor is responsible to field verify all existing conditions and shall not rely solely on the shop drawings provided by the Government.

14. Design Analysis and Construction Contract Documents Requirements.

a. General. The Unified Facilities Criteria (UFC) system provides design and construction criteria that apply to all Military Departments of the Department of Defense. A listing of all available UFC and copies of each may be found at the following website: http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc. At a minimum, the following UFCs shall be used in the design and construction of these projects where appropriate:

1. UFC 1-200-01 General Building Requirements

2. UFC 1-200-02 High Performance and Sustainable Building Requirements

3. UFC 3-101-01 Architecture

4. UFC 3-120-01 Sign Standards, with Change 2

5. UFC 3-400-02 Design: Engineering Weather Data

6. UFC 3-401-01 Mechanical Engineering

7. UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

8. UFC 3-410-02 Lonworks Direct Digital Control for HVAC and Other Local Building Systems

9. UFC 3-420-01 Plumbing Systems

10. UFC 3-450-01 Noise and Vibration Control

11. UFC 3-501-01 Electrical Engineering

12. UFC 3-520-01 Interior Electrical Systems

13. UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

14. UFC 3-580-01 Telecommunications Interior Infrastructure Planning and Design

15. UFC 3-600-01 Fire Protection Engineering for Facilities

16. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

b. Electrical Systems.

1). The construction documents must identify the engineer of record for the electrical systems. The engineer of record is responsible to determine the applicability of the appropriate codes and standards for this project and list these in the design analysis.

2). The electrical engineering documents must include, as a minimum, the following: system riser diagrams; load computations; protective device locations and ratings; lighting calculations; grounding and bonding; and instrumentation controls.

3). Communication systems are used to convey messages or data and shall include device type and locations, system riser diagram, cabling requirements; device type and locations; equipment being serviced; and conductor type and installation requirements.

4). Lighting requirements to be designed IAW UFC 3-530-01.

c. Mechanical Systems.

1). The construction documents must identify the engineer of record for the mechanical systems. The engineer of record is responsible to determine the applicability of the appropriate codes and standards for this project and list these in the design analysis.

2). Items to be considered in the design are ambient dry and wet bulb temperatures, inside dry and wet bulb temperatures, inside design humidity, fresh air makeup, and internal heat gains from any sources.

3). The mechanical engineering documents must include, as a minimum, the following: equipment selection schedule for each piece of mechanical equipment, fresh air make conditions, heating equipment requirements; and piping layout and sizing.

d. Fire Protection Systems.

1). All designs and facilities must meet Fire Protection requirements included in UFC 3-600-01. Design shall meet all applicable criteria for fire protection above the ceilings, as well as below them. New fire alarm system shall be connected into the existing system and shown in system diagrams. Design has to meet Fire Protection and Life Requirements.

e. Instrumentation and Control Systems.

1). The mechanical and electrical drawings must include, as a minimum, the following: a description of the control system’s functions (or a functional diagram); specifications of control instructions and their location; conductor and cable requirements; sequence of operation for each system; control and process system diagrams.

B. Documents. General. The final design documents will be stamped by a current, Pennsylvania registered Architect or (as appropriate) Engineer. This includes all drawings, sketches, and the cover page of project manuals. The A-E shall include design disciplines listed below and conform to the details specified:

1. Architectural

2. Structural

3. Electrical

4. Communications

5. Mechanical - HVAC

6. Fire Protection

7. All work performed is to conform to the latest edition of the International Building Code, National Electric Code, United Facilities Criteria (UFC), and all other applicable codes. All design will be IAW any referenced Air Force Instructions, Engineering Technical Letters (ETL), EPA and PA DEP Regulations, International Building Code, PA Dept. of L & I, the National Electrical and Plumbing Codes, NFPA Codes, and applicable industry standards such as ASHRAE and ASME.

8. Consider entire building with respect to code analysis and life safety requirements. Construct any work required to fully meet applicable codes.

C. AE Experience Requirements. Prior to acceptance of proposal, Contractor shall submit qualification statement for the proposed designer Architect-Engineer firm.

D. Phases of Design.

1. Design Task 1: Site Visit/Kickoff/Investigation: The Contractor shall perform a site visit to gather data, investigate site conditions, and participate in a kickoff meeting with all pertinent installation organizations. Additional site investigation may be required based on the initial site visit. The Contractor will research all pertinent federal, state, and local environmental regulations and requirements and Air Force policies as they pertain to the project site and project concept.

2. Design Task 2: Contractor shall utilize the site visit assessment findings, investigation, research, and verification to produce design drawings, specifications, and work plan.

3. Design Task 3 (Design stages include the following:

SCHEDULE: The design will be required to be accomplished to the schedule as shown below. A review meeting with the design architect/engineer will be scheduled once the Contractor has received comments from the Government and has had an opportunity to review the same. A review meeting shall occur at each phase.

Phase I of Design: (60%) Design Development Preliminary design development plans, outline specifications, and design analysis will be submitted 45 calendar days after notice to proceed.

Government review comments on submission requirements on Phase I will be forwarded to the A-E within 14 calendar days after date of receipt from the A-E.

Phase II of Design: (90%) Pre Final Review Design development drawings, specifications, and design analysis will be submitted 21 calendar days after receipt of approval of Phase I. The design is to be 90% complete and fully detailed for technical review at this stage.

Government review comments on submission requirements on Phase II will be forwarded to the A-E within 7 calendar days after date of receipt from the A-E.

Phase III of Design: (100%) Final Issue / Construction Documents Final submission of final drawings, specifications, and design analysis will be submitted 7 calendar days after receipt of approval of Phase II.

If required, Government review comments on submission requirements on Phase III will be forwarded to the A-E within 7 calendar days after date of receipt from the A-E. All final drawings and specifications shall be clearly marked as “CONSTRUCTION SET” (or something similar). Final Mylar drawings, specifications, and design analysis will be submitted 7 calendar days after receipt of the Government’s comments on the Submission of Phase III. The design is to be 100 percent complete at this stage.

E. Design Deliverables.

Provide submissions in hard copy (2 sets) full size and in electronic form on CD to the CO. In addition, at HQ AFRC, submittals are normally reviewed by four or five persons. In order to expedite the review process, provide one half-size drawing set, specifications, and design analysis for each submittal and send to HQ AFRC/A4CM, 549 Pine Street., Robins AFB GA 31098. Drawings and sketches to be in AutoCAD 2015 form.

IV. CONSTRUCTION:

A. Contractor Responsibilities. Verify exact location of new work. Verify conditions and dimensions at the site before ordering or delivery of material. Provide all tools, equipment, materials, transportation and labor to accomplish work. Contractor shall maintain a normal safe work area and remove all debris from Pittsburgh Air Reserve Station when work is completed. Excess materials and waste will be disposed of IAW local and state ordinances. Any damage to existing facilities or appurtenances shall be repaired or replaced, in kind, by the Contractor at no additional cost to the Government. Concrete trucks may not be washed out on the Base.

B. Construction. The Contractor will furnish all labor, equipment, and materials and perform all operations IAW plans, specifications, and contract terms to provide a complete project, ready for use. Contractor will work under Air Force Occupational Safety and Health (AFOSH) and OSHA regulations. The Contractor shall assume that the existing building will be occupied during all construction. In the event that there needs to be outages that affect that equipment during construction, the Contractor shall provide minimum 7 calendar days notices of such outages and limit outage to 4 hours unless emergency power is provided by the Contractor for that equipment.

C. General.

The work shall mean to provide and install a complete finished, operating, functioning, assembly, framework, system, fixture, surface or apparatus ready for use by the government. The Contractor will furnish all labor, equipment, and materials and perform all operations IAW plans, specifications, and contract terms to provide a complete project, ready for use. The Contractor shall assume that the entire facility will be occupied during the construction time frame and shall provide dust barriers to minimize dust within the existing warehouse. The work area is to be cleaned on a daily basis and excess/demolished materials are to be removed from Pittsburgh ARS to an approved landfill as part of this contract in Contractor provided containers/trucks/trailers. Contracting Officer Representative, Bioenvironmental, and/or safety may inspect construction activities to assess building conditions. If conditions are found to be unsafe/unhealthful, the Contracting Office r will order the Contractor to immediately stop work and take corrective action. The Contractor shall perform corrective actions at no additional cost to the government.

The Contractor shall, to the greatest extent possible, schedule abatements (asbestos/lead base paint), as well as excessive noise and/or dust producing activities, for periods when the building is not occupied by Government employees.

D. Contractor Responsibilities. Verify all existing conditions, dimensions, and assemblies. Include necessary exploratory work to verify concealed components. Repair and patch exploratories as necessary.

E. Coordination of Work: Coordinate all aspects of the design with contiguous assemblies, systems, and conditions.

F. Schedule. Provide a Work schedule showing area to be worked in, dates of work, and estimated time for completion of the project. Submit schedule to the CO for approval and coordination. Coordinate proposed schedule 7 days in advance of work to be accomplished with the Construction Manager, who will make arrangements with the using agency. Work is to be performed to the satisfaction of the CO.

G. Contracting Officer’s Technical Representative. The Base Civil Engineer, 911 Airlift Wing, or his designated representative, is designated the Technical Representative of the CO for the purpose of technical supervision, inspection, and acceptance of services to be rendered under this contract.

H. Construction On-site Start. The Government must specifically approve, in writing, any on–site construction activities or ordering of materials to begin before Government approval of the 100% design documents.

I. Storage on Site. Submit proposed location for material storage/staging/job trailer. Do not block access or roadways around the facility.

J. Construction Specifications. The following specifications will be followed by the Contractor during all construction work.

K. Drawing and Sketches. Sketch SK-1 Building 320 Existing and Proposed extension (see Attachment 3)

L. Local Design Guidance. Pittsburgh IAP ARS Design Guidelines 120817 (see Attachment 4).

Figure 1: Clothing Issuel Proposed Trailer Location (Trailer Location highlighted in orange).

ATTACHMENTS:

1. Project Site Plan

2. Bid Schedule

3. Sketch SK-1 Building 320 Existing & Proposed Extension layout

4. Pittsburgh IAP ARS Design Guidelines 120817

5. Pittsburgh Erosion and Sediment Control Plan – Final 2014

6. Specifications Section 01 14 00 Work Restrictions

7. Specifications Section 01 31 00 Project Management and Coordination

8. Specifications Section 01 32 00 Construction Progress Documentation

9. Specifications Section 01 34 00 Submittal Procedures

10. Specifications Section 01 40 00 Quality Requirements

11. Specifications Section 01 41 00 Environmental Protection - 2016

12. Specifications Section 01 50 00 Temporary Facilities and Controls

13. Specifications Section 01 59 50 Safety Requirements

14. Specifications Section 01 73 00 Closeout Procedures

15. Specifications Section 01 73 89 Cutting and Patching

16. Specifications Section 01 81 30 Green Procurement Requirements

17. Specifications Section 01 81 30a Green Procurement Reporting Form

18. Specifications Section 01 87 30 Project Record Documents - June 2014

19. Specifications Section 02 41 19 Selective Demolition

***END OF STATEMENT OF WORK***

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