Statement of Work.pdf

STATEMENT OF WORK

SOW

RENOVATE B4619 FOR 16th/17th SOS

STATEMENT OF WORK (SOW)

ATTACHMENT 1

Project Number: 21-0023

17 June 2021

Department of the Air Force 27th Special Operations Wing

Cannon Air Force Base (CAFB), New Mexico

1. DESCRIPTION OF PROPOSED WORK:

The scope of work includes demolition and disposal of the following: Walls will be reconfigured and constructed to facilitate a new layout that will accommodate additional office space. Walls shall be finished and painted, new carpeting, base molding, ceiling grid and tile be installed in affected rooms. Install new electrical circuits to facilitate new office layout.

1.1 Period of Performance: The Period of Performance (POP) duration is 90 calendar days from Notice to Proceed.

2. GENERAL REQUIREMENTS: The Contractor shall perform all the tasks necessary to deliver the requirement in compliance with the Specifications and Drawings attached to the contract. The Contractor shall supply all labor, materials, transportation, equipment, and supervision to provide a complete, finished, functional product meeting the specifications provided.

2.1 Qualified Personnel: The Contractor shall ensure that only qualified, competent personnel carry out the tasks outlined in the Specifications. Competent is defined as registered professional or, where registration is not applicable, trained and/or certified in their respective field. The Contractor shall have 48 hours to replace key personnel on the project such as: Project Manager, Site Superintendent, Site Safety and Health Officer, and/or the Quality Control Manager.

2.2 Construction Requirement: The project shall conform to all applicable Federal, State and local laws, regulations and base-specific standards and specifications. All work accomplished by the Contractor shall comply with these criteria. Should a deviation be required, the contractor shall send a Request for Information (RFI) and receive written approval from the Contracting Officer.

2.3 Base Access: Contractor shall provide an Entry Authorization List (EAL) to the Contracting Officer in order to gain base access. The Contractor shall ensure that all employees comply with all security requirements imposed by CAFB when entering, occupying and departing the base. All Contractor personnel shall be screened for security clearances (i.e. background check) as determined by CAFB. Gaining access to the base is provided at no cost to the Contractor.

Contractor shall comply with all COVID-19 state and base regulations.

2.4 Environmental Requirements: The Contractor shall comply with all relevant and applicable Federal, State, and local environmental laws, regulations, and executive orders, and base regulations as documented in Environmental Specification section 01 57 19 which outlines provisions to help ensure Contractor compliance with environmental law.

3. ADMINISTRATIVE REQUIREMENTS: The Contractor shall identify a lead Program Manager who shall perform all program management functions and tasks necessary to satisfy the requirements consistent with quality, safety, and environmental standards as required in Specification Sections 01 30 00 Administrative Requirements, 01 35 26 Government Safety Requirements and 01 45 00.10 Quality Control for Minor Construction. The program management function of this contract shall provide insight to the Government for all technical and programmatic activities performed under this contract.

3.1 On-Site Supervision: The Contractor shall provide the manpower, equipment, materials, services, and transportation necessary to ensure oversight services throughout accomplishment of this contract. It is the responsibility of the Contractor to establish and maintain open communications between salient authorities associated with accomplishment of this contract and as required in Specification Sections 01 30 00 Administrative Requirements and 01 45 00.10 Quality Control for Minor Construction.

a) Project Superintendent. Per Specification 01 30 00 para 1.5.2 the superintendent shall be on-site while work is ongoing

4. WORK PLANNING/COORDINATION

4.1 Project Schedule: Within 14 calendar days of contract award the Contractor shall submit a project schedule showing all long lead material procurement timelines, major project milestones, definable features of work and shall clearly identify the critical path. Contractor shall provide this schedule on an AF3064, refer to Specification Section 01 01 00.

4.2 Contractor Operational Hours: The Contractor shall establish a work schedule, which requires work to be performed from 7:00AM to 4:00PM, Monday through Friday. The Contractor shall provide to the CO in writing any request to work additional hours (overtime), a minimum of 14 days prior to the requested time interval. The contractor shall receive written approval from the contracting officer prior to any overtime being worked. Refer to Specification Section 01 01 00 General Requirements for additional information.

4.3 Verification of Existing Conditions and Site Survey: Use of existing condition data provided by the USAF conveys acceptance and as such does not relieve the Contractor of liability associated with performance as the Engineer of Record. The Contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below-grade condition assessments. The Contractor shall visit the premises and take into consideration all conditions which might affect the work.

Unless there are unforeseen site conditions which the contractor could not have been aware of prior to the commencement of the project, no consideration will be given to any claims based on lack of knowledge of existing conditions.

4.4 Pre-Construction Site Survey: Prior to the start of any on-site construction activities, the Contractor shall:

a). Conduct a project site condition survey with the 27 SOCES (Civil Engineering Squadron) Construction Manager (CM).

b). The Contractor shall note the condition of trees, shrubs, grassed areas, concrete, asphalt, and any structural damage that may exist immediately within or adjacent to the work site. Existing infrastructure that is not part of the project shall be maintained in working order. If damage occurs, it is the responsibility of the Contractor to restore the infrastructure to equal or better condition than it was prior to the damage. If the Contractor fails to note conditions, the government shall direct the contractor’s repairs and may require a full removal and replacement of the damaged infrastructure by qualified personnel.

c). The Contractor shall field verify all dimensions or examine covered connections before ordering materials or performing any work.

4.5 Project Meetings: Contractor shall at a minimum hold meetings as required in Specification Section 01 30 00 Administrative Requirements and as noted below. This list is not all inclusive and other meetings may be scheduled on a case by case basis as necessary.

Pre-Construction Meeting: A pre-construction meeting will be held at the Contracting conference rooms or via teleconferencing within two (2) weeks after the contract award.

5. CONSTRUCTION:

Upon the approval of the Contracting Officer (CO) and written notice to proceed (NTP), the Contractor may commence on-site construction activities. The Contractor shall complete the work as described below:

5.1 Staging Area: At the contractor’s request, the Government will identify space on the jobsite or on base where the Contractor may deliver and store non-hazardous materials within the installation.

5.2 Design and Specifications: The Government will provide the Contractor access to the 35% design drawings and specifications including any available existing engineering plans, as-built drawings, diagrams, aerial photographs, digitized map files, etc. to facilitate evaluation of the site/building, as needed. Use of any such available existing engineering plans, as-built drawings, diagrams and other data provided by the USAF does not relieve the Contractor of his/her responsibility for field measurement, verification and validation of existing conditions in the effort of developing their own necessary design/construction drawings for this project. The following information can be used as guidance for this project:

a) General

5.2.a.1 Where the specifications listed in this SOW do not address the means and methods to be used, or if the contractor needs more information, the contractor shall reference the specifications provided. If further information is needed, the contractor shall submit a written request for information (RFI) for government review and response.

b) Carpet: Specification 09 68 00 5.2.b.1 Carpet shall be commercial grade, nylon, level loop, 40 oz tile carpet designed for heavy to severe traffic in accordance with (IAW) Specification 09 68 00 para 2.2.1.

5.2.b.2 Carpet cushion and backing shall match to existing carpet.

5.2.b.3 Carpet shall meet warranty requirements of Specification 09 68 00 para 1.6.

5.2.b.4 Carpet, base moldings shall adhere to base architectural standards, a sample shall be submitted to the base contracting officer for approval IAW Specification 09 68 00 para 1.2 SD-04.

5.2.b.5 Carpet adhesives shall meet the requirements of Specification 09 68 00 para 2.4.

5.2.b.6 Carpet moldings shall be installed where floor covering material changes IAW Specification 09 68 00 para 2.5.

5.2.b.7 Carpet installation shall meet the standards of Specification 09 68 00 para 3.4.4

5.2.b.8 During cleanup, contractor shall accomplish cleaning & protection as required in Specification 09 68 00 para 3.5.

c) Doors and Hardware Specification 08 11 13 & Specification 08 71 00 CAFB Door and Hardware Standards

5.2.c.1 Before hardware installation, verify that all doors and frames are properly prepared to receive the specified hardware.

5.2.c.2 Hollow metal frames shall be prepared for strike plates per ANSI A115.1-2 (4-7/8" high), hinge preps will be mortised and reinforced with a minimum of 8 gauge reinforcement material for closer installation.

5.2.c.3 Hollow metal doors shall be properly prepared and reinforced with a minimum of 16 gauge material for either mortised or cylindrical locks as specified.

It is preferred that all hollow metal doors receiving door closers have 12 gauge reinforcement. If this is not possible, the use of sex bolts is mandatory.

5.2.c.4 Wood doors shall be factory prepared to receive the scheduled hardware.

5.2.c.5 Cylindrical lever type locksets must be extra heavy duty type with 2-3/4 inch backset, or greater as specified, with a 9/16 inch throw latchbolt. Provide locksets with 7-pin interchangeable core. Locksets and latchsets must conform to ANSI A156.2, Series 4000, Grade 1, and be UL listed.

d) Gypsum board: Specifications 09 22 00 & 09 29 00

Texturing and Painting Specification 09 90 00 5.2.d.1 Gypsum board shall be 5/8” thickness.

5.2.d.2 Materials shall be delivered, stored and handled so as to prevent damage 5.2.d.3 Gypsum board installed shall be to a level 4 finish, textured, and colored

IAW Cannon AFB architectural standards.

5.2.d.4 New gypsum board installation, plaster, patching and submittals shall meet fire rating requirements of Specification 09 29 00 5.2.d.5 Contractor shall avoid use of confirmed or suspected human carcinogens, and products that will adversely affect air quality (like mercury, lead, asbestos, etc.) IAW Specification 09 90 00 para 1.4

5.2.d.5.1 Contractor shall adhere to submittal requirements of Specification 01 57 19.

5.2.d.6 Paint shall meet Cannon AFB architectural standards and be submitted for approval by the base architect IAW Specification 09 90 00 para 1.3.16 SD-

5.2.d.7 Contractor shall submit support methodology for gypsum board, (screws preferred). Installation shall adhere to Specification 09 22 00 para 3.1.

e) Electrical Specifications 26 05 00.00 40 & 26 20 00 5.2.e.1 Electrical work shall include installation of conduit, wiring/circuitry, and outlets as required to ensure functionality of installed electrical components to include outlets, and communication ports as listed in this SOW and in the design drawings.

5.2.e.2 Wiring shall meet the sizing requirements of Specification 26 05 00.00 40 para 2.2.1.

5.2.e.3 Interior electrical wiring shall be insulated for 600 volts, IAW Specification 26 05 00.00 40 para 2.2.1.1.

5.2.e.4 Provide warranty data IAW Specification 26 20 00 para 1.2 5.2.e.5 Outlet boxes and covers shall adhere to Specification 26 20 00 para 2.7.

f) Ceiling tiles Specifications 09 51 00 5.2.f.1 New ceiling tiles shall meet fire rating requirements as outlined in

Specification 09 51 00, par. 1.2.1.4 5.2.f.2 Ceiling tile and grid shall match adjacent, and meet requirements outlined in Specification 09 51 00.

5.3 Permitting/Utility Coordination: The Contractor shall provide utility coordination prior to starting excavation work or related utilities work associated with this project, per Specification Section 01 01 00 General Requirements.

a) Work Clearance Requests: The Contractor shall submit the standard AF Form 103 Work Clearance Request required prior to starting any construction work, excavation, or related utilities work for the project. A signed AF Form 103 is required prior to any work performed on the site. The AF Form 103 will be furnished to the Contractor upon award. Approval typically takes 7 calendar days.

b) Utility Outages: For the duration of the project, Contractor shall provide information to the 27 SOCES CM for coordination of outages 15 working days in advance IAW Specification 01 01 00

5.4 Scope Of Work

Work shall conform to the requirements outlined by the design drawings, specifications and this SOW. All materials and equipment installed shall be new. Reuse of materials and equipment is not approved. The contractor shall provide all labor, materials, tools, equipment, paperwork, etc.

required to furnish, install and accomplish the following:

a) The Contractor shall accomplish the following pre-construction actions:

5.4.a.1 Pre-construction site visit/survey

5.4.a.1.1 Note the condition of existing infrastructure that may be used, traversed, entered/exited or otherwise impacted by the project

5.4.a.1.2 Field verify existing conditions and dimensions 5.4.a.2 Utility detection/identification 5.4.a.3 Permitting/work approval

5.4.a.4 Submit and receive approval of required submittals according to the submittal register, specifications, SOMS and this SOW.

b) The Contractor shall accomplish the following demolition as indicated by the Government provided drawings:

5.4.b.1 Room 200:

5.4.b.1.1 Remove ceiling tiles and grid necessary to facilitate install of new walls. (See Sheet D-101 and A-101)

5.4.b.1.2 Remove carpet and base cove to facilitate new wall install, to create a new office. (See Sheet D-101 and A-101)

5.4.b.2 Room 231:

5.4.b.2.1 Demo floor tile.

5.4.b.3 Room 232:

5.4.b.3.1 Demo existing door and frame.

5.4.b.3.2 Demo wall in between Rooms 232 and Lobby/Room 200 5.4.b.3.3 Demo and salvage mass notification system for re-install

5.4.b.4 Room 223:

5.4.b.4.1 Demo wall/framing necessary to facilitate install of new door and frame. (See Sheet D-102 and A-102) between rooms 223 & 224.

c) The Contractor shall accomplish the following construction/installation as indicated by the Government provided drawings:

5.4.c.1 Room 200/232:

5.4.c.1.1 Construct new wall system to create new Room 232 (See Sheet A-

101) 5.4.c.1.2 Move mass notification system and fire alarm panel to exterior wall of newly constructed Rm. 232.

5.4.c.1.3 Install drywall, texture and paint.

5.4.c.1.4 Install new 2’x2’ fire retardant ceiling tiles and grid 5.4.c.1.5 Install new door header, door frame, and door on west wall.

5.4.c.1.6 Wire and install eight (8) duplex receptacle outlets (15A/120V) at

6’ on center along perimeter of wall, connected to panel.

5.4.c.1.7 Install conduit stub up, box and mudplate for one (1) NIPR duplex outlet at 6’ on center along perimeter of wall.

5.4.c.1.8 Install dedicated 30A/120V circuit centered on North wall for

SIPR cabinet.

5.4.c.1.9 Repaint walls to match paint color of existing rooms 5.4.c.1.10 Install Room number name plate with new Room No. Match design to existing rooms.

5.4.c.2 Room 231:

5.4.c.2.1 Infill damaged drywall, and texture to match existing. Paint entire room in color matching existing rooms.

5.4.c.2.2 Install new high traffic carpet and 4” base cove meeting to match existing carpet in adjoining rooms.

5.4.c.2.3 Install conduit stub up, box and mudplate for one (1) NIPR duplex outlet 5.4.c.2.4 Wire and install five (5) duplex receptacle outlets (15A/120V) 5.4.c.2.5 Install Room number name plate with new Room No. Match design to existing rooms.

5.4.c.3 Room 223:

5.4.c.3.1 Install new door header, door frame, and door on the wall in between room 223 and 224.

5.4.c.3.2 Install new carpet

5.4.c.4 Room 224:

5.4.c.4.1 Install conduit stub up, box and mudplate for one (1) SIPR duplex outlet.

5.4.c.4.2 Install dedicated 30A/120V circuit centered on North wall for

SIPR cabinet.

5.4.c.4.3 Install new carpet 5.4.c.4.4 Install Room number name plate with new Room No. Match design to existing rooms.

d) Prior to project closeout the Contractor shall accomplish the following clean up:

5.4.d.1 Sweep/vacuum debris resultant from project waste.

5.4.d.2 Remove and dispose of all resultant project waste off-site.

5.4.d.3 Removal of all materials/equipment from laydown yard/storage area.

6. DELIVERABLES/SUBMITTALS:

6.1 Submittal Register: A draft submittal register is provided for this project included with Specifications. Provide submittals and maintain the Submittal Register throughout project construction POP, as required by the Specifications Section 01 33 00, Submittal Procedures.

Submittal requirements may change based on the means and methods chosen by the construction Contractor, and are governed by the specifications. Contractor shall submit the Master Submittal Register to the Contracting Officer within 14 calendar days after the NTP.

6.2 Contract Progress Schedule (AF 3064): The Contractor shall submit a signed AF 3064, Contract Progress Schedule (Appendix C2), depicting an overall contract progress schedule for the main work elements for the period of performance. The progress schedule shall be signed by either the COR or the 27 SOCES CM recommending approval, and then approved by the Contracting Officer. The Contractor shall submit an updated AF 3064, when applicable (i.e., additional work, time extension) for approval.

6.3 Contract Progress Report (AF 3065): The Contractor shall submit AF 3065, Contract Progress Report (Appendix C3). This report shall be signed by the Contractor’s on-site representative. The work elements and percentages of the total job identified on the AF 3065 shall be identical to the work elements and percentages on the AF 3064. The report shall also include the following:

a). Current Project Status b). Expected work activities c). Problems and/or concerns d). Updated Submittal Register (SOM)

Each invoice shall be accompanied by an AF 3065 signed by the COR or the 27 SOCES CM. The AF 3065 and invoice shall all cover the same time period.

Note: If the COR does not agree that the progress is as represented by the Contractor they shall return the documents to the Contractor for correction.

6.4 Format for Deliverables: An electronic copy of all deliverables shall be provided, formatted for use on the latest version and compatible with the Government’s version of Microsoft Word (2016), Excel (2016), and Adobe Acrobat. All deliverables shall be dated. Samples shall be provided to the Contractor upon request.

6.5 Government Review: For all submittals and deliverables requiring Government review, the Contractor shall allow 14 calendar days for Government processing and review.

7. PROJECT CLOSEOUT: The project closeout documents required below shall be submitted to and accepted by the CO prior to final payment.

7.1 DD1354: The Contractor shall submit a final DD1354 (Appendix C1) within 7 calendar days of final inspection.

7.2 Warranty Information: The Contractor shall provide a one (1) year warranty on labor and materials in addition to manufacturer warranties. The warranty shall be issued in accordance with FAR 52.246-21. The warranty data shall be submitted to the Government within 7 calendar days of final inspection. The contractor shall also provide documentation on all manufacturer’s extended warranties.

7.3 Final Inspection: The Contractor shall conduct a Final Inspection with Base personnel and publish the findings in a Final Inspection Report. The contractor shall publish the Pre-Final Inspection findings in a Pre-Final Inspection (Punch List) Report. All punch list items shall be resolved prior to acceptance. At the Final Inspection, the Contractor shall present a completed DD Form 1354 to the 27 SOCES CM for signature and acceptance by the Base Civil Engineer (BCE).

7.4 Final Payment: Prior to final payment, the contractor shall submit and receive approval of all required submittals and complete all work according to contract documents and written agreements.

8. CONTRACT ADMINISTRATION/POINTS OF CONTACT:

8.1 Contracting Officer (CO): Notwithstanding any of the provisions and clauses of the contract, the CO shall be the only individual authorized to amend or modify the terms of the contract in any manner.

8.2 Contracting Officer’s Representative (COR): Upon contract award, the Government will assign a COR who will review and certify the Contractor’s progress by signing AF Form(s) 3064 and 3065, submittals and monthly Status reports.

8.3 Construction Manager (CM): Upon contract award, the Government will assign a CM who will conduct routine site visits/site inspections and will review and certify submittals. In most cases the CM will also act as the COR.

9. APPENDICES:

A. Renovate B4619 for 16th/17th (35%) Drawings B. Renovate B4619 for 16th/17th (35%) Specifications C. Forms:

1. Draft DD Form 1354

2. AF Form 3064 Progress Schedule

3. AF Form 3065 Progress Reports

4. AF 3000

5. RFI form

D. Guides and Standards:

1. Contractor Base Briefing Pamphlet

2. Architectural Compatibility Guide

3. CAFB Comm Labeling Standards 2011

4. Comm Call Out Template

5. Mass Notification UFC requirements

10. ABBREVIATIONS

27 SOCES 27th Special Operations Civil Engineering Squadron AF Air Force ANSI American National Standards Institute BCE Base Civil Engineer CD Compact Disk CM Construction Manager CO Contracting Officer COR Contracting Officer’s Representative FAR Federal Acquisitions Regulation IAW In Accordance With

NTP Notice to Proceed NIPR Non-Classified Internet Protocol

O&M Operation and Maintenance POP Period of Performance PM Project Manager RFI Request for Information SOM Submittal Register Form SOW Statement of Work

UFC Unified Facilities Criteria USAF United States Air Force

END OF STATEMENT OF WORK