Statement of Work Chapel Kitchen Renovation Bldg 58.docx

STATEMENT OF WORK (SOW) FOR PROJECT

CZQZ 14-0068

RENOVATE CHAPEL KITCHEN, B58

Air Force Special Operations Command 27th Special Operations Wing Cannon Air Force Base, New Mexico

27TH Special Operations Civil Engineer Squadron

15 October 2021

TABLE OF CONTENTS

Table of Contents……………………………………………………...2

DIVISION 01 – GENERAL REQUIREMENTS

PART 1 – GENERAL

1.0 Description of Proposed Work: The scope of work includes a renovation of the Chapel kitchen to increase the overall area. Work includes asbestos abatement as well as demolition and disposal of the following: existing ceilings, tile, cabinetry, HVAC equipment, and a select non-load bearing wall. Walls shall be patched appropriately and painted, new cabinetry shall be installed, and new ceiling grid and tile shall be installed throughout.

1.1 Period of Performance: The Period of Performance (POP) duration is not to exceed 60 days after Notice to Proceed (NTP) is issued per paragraph 1.4.4.

1.2 General Requirements: The Contractor shall perform all the tasks necessary to deliver the requirement in compliance with this Statement of Work (SOW), 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. Refer to UFGS Section 01 14 00 Work Restrictions for this project.

1.3 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 operational quality, safety, security, and environmental standards as required in the Specifications listed: UFGS 01 30 00 Administrative Requirements, UFGS 01 35 26 Government Safety Requirements, and UFGS 01 45 00.00 10 20 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.

1.3.1 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 with the CO and COR associated with accomplishment of this contract and as required in the specifications listed above in Administrative Requirements.

1.3.2 Staffing and Resources: The Contractor shall provide the manpower, equipment, materials, services, and transportation necessary to execute the project requirements in accordance with contract documents and within the period of performance.

1.3.2.1 Qualified Personnel: The Contractor shall ensure that only qualified, competent personnel carry out the tasks outlined in UFGS 01 35 26, Governmental Safety Requirements. Competent is defined as registered professional or, where registration is not applicable, trained and/or certified in their respective field. If a key personnel position is vacated, the contractor shall refill the position within 48 hours. Key personnel are as follows: Project Manager, Site Superintendent, Site Safety and Health Officer, and the Quality Control Manager. The employee filling each of these positions shall meet the minimum experience requirements of UFGS 01 30 00, Administrative Requirements, UFGS 01 35 26 Governmental Safety Requirements 1.6.1.1, and UFGS 01 45 00.00 10 20 Quality Control for Minor Construction. The contractor shall submit the qualifications of the employee(s) who will be assigned to each role.

1.4 Execution:

1.4.1 Designs: The Government will provide the Contractor access to the Conceptual Design Drawings and 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, utility locates, and validation of existing conditions in the effort of developing their own necessary design/construction drawings for this project.

1.4.2 Contractor Operation 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 or COR in writing any request to work additional hours or weekends (overtime), a minimum of 7 days prior to the requested time interval. The contractor shall receive written approval from the CO prior to any overtime being worked. Refer to paragraphs 1.5.5 and 1.5.6 for additional information.

1.4.3 Award, Pre-Construction Conference and Notice to Proceed (NTP): The Contractor shall schedule a pre-construction conference within two (2) weeks after contract award. The pre-construction conference will be held in the 27 SOCONS conference room or via teleconference, for coordination with appropriate base organizations and the requiring agency. The meeting shall be led by the CO and COR and will discuss all aspects of the required work. At a minimum, there should be a review of all material submittals, drawings, statement of work, schedule, safety and accident protection, coordination’s required (i.e. power outages, work permits), HAZMAT and waste storage/disposal, administrative issues, traffic control, as-built criteria, performance requirements, security procedures, and any questions the contractor may have. The pre-construction conference shall be held prior to issuing NTP on any project by the CO.

1.4.4 Pre-Construction Site Survey: Prior to the start of any on-site construction activities, the Contractor shall: conduct a project site condition survey with the 27 SOCES Construction Manager (CM) and COR. 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.

1.4.4.1 Verification of Existing Conditions: 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. The Contractor shall field verify all dimensions or examine covered connections before ordering materials or performing any 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.

1.4.5 Construction: Upon the approval of CO, completion of the pre-construction survey per paragraph 1.4.5, and written NTP, the Contractor may commence the material approval submittal process. Upon signature and approval of AF Form 103, Work Clearance Request per paragraph 1.5.1, on-site construction activities may commence.

1.4.6 Safety: The Contractor shall comply with UFGS 01 35 26, Governmental Safety Requirements, the Occupational Safety and Health Administration (OSHA) standards, the current U.S. Army Corps of Engineers, “Safety and Health Requirements Manual”, EM 385-1-1.

1.4.6.1 Temporary Fence: Job site fencing/barriers are required. The Contractor shall provide temporary fencing around the site perimeter and site signage as determined by COR and the CO, in accordance with specification UFGS 01 50 00 Temporary Construction Facilities and Controls.

1.4.6.2 Construction materials and equipment shall not block facility egress points and emergency vehicle access in accordance with specification UFGS 01 50 00 Temporary Construction Facilities and Controls.

1.4.7 Use of Utilities: The Contractor shall provide sanitary facilities, telephone service for their own use. Water will be supplied without charge via base fill station. The Contractor shall be responsible for providing all materials and operations necessary to make connections and/or hookups to these hydrants. Hydrant connections shall include backflow preventers provided by the Contractor. Prior to use, the backflow preventer must be routed through the COR to be approved by the Water and Fuel Systems Maintenance (WFSM) shop.

1.5 Work Planning/Coordination

1.5.1 Work Permit/Utility Coordination: The Contractor shall submit the standard AF Form 103 Work Clearance Request required prior to starting any construction. 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 7-10 days.

1.5.2 Utility Outages: If it becomes necessary to interrupt work activities in buildings and/or areas for construction purposes, the Contractor shall provide information and request permission, in writing, to the 27 SOCES CM/COR for coordination of outages 21 calendar days in advance. Requests shall stipulate specific utility system(s) to be affected, location of work, time at which shutdown will occur, and duration of the outage for each system. Outages shall be kept to a minimum both in number and duration. Please reference UFGS 01 14 00 Work Restrictions for more information.

1.5.3 Staging Area: At the contractor’s request, the COR and 27 SOCES CM will identify space on the jobsite or in a base Contractor outdoor staging area/laydown yard where the Contractor may deliver and store non-hazardous materials within the installation. The Contractor may also provide their own field offices, and trailers, and they must be in accordance with specification UFGS 01 50 00 Temporary Construction Facilities and Controls

1.5.4 Base Access and Security: The Contractor shall ensure that all employees comply with security requirements imposed by Cannon Air Force Base (CAFB) when entering, occupying and departing the base. All contractor personnel shall be screened prior to being granted base access. Base access will be given at the discretion of the 27 SOSFS. Initial base access can be obtained through the CO. The contractor and their employees (to include partners and subcontractors) shall be able to gain and maintain base access for the duration of the project.

PART 2 – TECHNICAL DESCRIPTION OF PROJECT

2.0 General: The scope of work includes a renovation of the Chapel kitchen to increase the overall area. Work includes demolition and disposal of the following: existing ceilings, tile, cabinetry, HVAC equipment, and a select non-load bearing wall. Walls shall be patched appropriately and painted, new cabinetry shall be installed, and new ceiling grid and tile shall be installed throughout. Work includes demolition and disposal of the following: existing ceilings, tile, cabinetry, HVAC equipment, and a select non-load bearing wall. Walls shall be patched appropriately and painted, new cabinetry shall be installed, and new ceiling grid and tile shall be installed throughout.

2.1 Demolition

2.1.1 CMU Wall: The existing CMU wall which separates these two rooms shall be demolished. The existing electrical panel and conduit which runs along the wall shall be relocated as indicated on the Conceptual Design Drawings. The existing hot water supply, cold water supply, sanitary pipe, and vent pipe which are currently capped at the wall shall be demolished and capped at grade. Any existing utilities within the CMU wall shall be identified and relocated as necessary.

2.1.2 Door: The existing storage room door and frame shall be demolished to be filled in to match existing.

2.1.3 Floors: The existing flooring throughout the kitchen and adjacent storage room shall be demolished. Special care shall be taken to ensure the new flooring has no noticeable transitions or seams within the new, larger kitchen area.

2.1.4 Asbestos Abatement: See attached asbestos report. Asbestos must be abated properly during demolition. Refer to specifications for abatement requirements.

2.1.5 Ceiling: The existing ceiling in the kitchen and the adjacent storage room shall be demolished to be replaced with a new grid system.

2.1.6 Counters/Cabinetry: The existing cabinets, counters, and island shall be demolished to be replaced with new, as indicated on the Conceptual Design Drawings.

2.1.7 HVAC: The existing wall-hung cabinet unit heater shall be demolished to be replaced with a mini-split unit. Cap existing hot water supply and hot water return lines. Ensure existing system which serves the rest of the building is unaffected by the change.

2.2 New Construction:

2.2.1 Includes floor, ceiling, CMU, HVAC unit, paint, patchwork, cabinetry, etc. See individual disciplines below.

2.3 Civil/Structural:

2.3.1 Cap existing hot water, cold water, sanitary, and vent at grade. New flooring will be installed on top of capped utilities.

2.4 Architectural:

2.4.1 Paint: All walls, door frames, and trim shall receive new paint.

2.4.2 Patchwork: All walls shall be patched to match existing.

2.4.3 Door Fill: The opening which results from the storage room door demolition shall be filled in to match existing.

2.4.4 Ceiling: Install new ceiling grid system. Ensure existing room features are retained including proper lighting, fire detection/suppression, air distribution, etc.

2.5 Mechanical/Plumbing

2.5.1 New mini-split HVAC unit shall be sized and installed to properly heat and cool the new kitchen area. Condensing unit shall be located as shown on the Conceptual Design Drawings. New HVAC system shall interface with Base EMCS system via Base preferred controls system.

2.6 Fire Detection/Suppression

2.6.1 Existing Fire Suppression system shall be retained. Ensure system is not damaged or brought out of code compliance as a result of work within this project.

2.7 Electrical/Communications

2.7.1 Electrical panel and conduit shall be relocated as indicated on the Conceptual Design Drawings. Ensure power connectivity of the relocated freezers.

2.8 Recycling/Construction Debris Diversion: See UFGS 01 11 00 Summary of Work para. 2.07 Recyclable Materials, and UFGS 01 45 00 Quality Control paragraph 1.03I Recycling Materials.

2.9 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 27 SOCES Environmental Specification UFGS 01 57 19 and NMAC 20.6.2 which outlines provisions to help ensure Contractor compliance with environmental law and base requirements. Any project waste that does not meet these specifications shall be disposed of off base in accordance with (IAW) Federal, State, and local environmental laws, regulations, executive orders and procedures.

PART 3 – SUBMITTALS/DELIVERABLES

3.0 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), Adobe Acrobat and, if applicable, AutoCAD. All deliverables shall be dated. Samples may be provided to the Contractor upon request. Refer to Specifications Section 01 33 00 Submittal Procedures for additional submittal information.

3.1 Submittal Register: A draft submittal register is provided for this project included within UFGS 01 33 00A Submittal Register. Provide submittals and maintain the Submittal Register throughout project construction POP, as required by the Specifications UFGS 01 33 00, Submittal Procedures. Additionally, Contractor shall comply with submittal requirements of the schedule of material submittals (SOMS), specifications and this SOW. 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 CO and COR within fourteen (14) calendar days after the NTP.

3.1.1 All submittals shall be submitted to the CO and COR on and AF Form 3000, Material Approval Submittal (Appendix C).

3.1.2 The Contractor shall plan for, and submit submittals requiring Government approval prior to the acquisition of the material or equipment covered in the SOW.

3.2 Government Review: For all submittals and deliverables requiring Government review, the Contractor shall allow fourteen (14) calendar days for Government processing and review unless otherwise stated. Government approval shall be received prior to use/implementation of materials or equipment requiring government review.

3.2.1 Approved Submittals. The Government’s approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, and other information are satisfactory. Approval will not relieve the contractor of the responsibility for any error that may exist.

3.2.2 Disapproved Submittals. The contractor shall make all corrections required by the Government and furnish a corrected submittal. Corrected submittals shall be submitted within three working days, or as required by the disapproved submittal, after receipt of disapproved submittal. If the contractor considers any correction indicated on the submittals to constitute a contract change, a notice shall be given promptly to the CO and COR.

3.3 Contract Progress Schedule (AF 3064): Within fourteen (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, and in accordance with UFGS 01 32 16.00 20, Small Project Construction Progress Schedules. The Contractor will submit an updated AF 3064 as directed by the CO and COR.

3.4 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 Contractor shall obtain the COR approval by signature of the actual reported progress prior to submission. The report shall also include the following:

Each invoice submitted in WAWF shall be accomplished by an AF 3065 signed by the COR. The AF 3065 and invoice shall all cover the same time period. 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.

PART 4 – CLOSE-OUT

4.1 General Requirements: The Contractor shall perform all closeout requirements as shown in UFGS 01 78 00 Closeout Submittals and UFGS 01 78 23 Operations and Maintenance Data.

4.2 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 COR for signature and acceptance by the BCE. Refer to UFGS 01 78 00 Closeout Submittals for additional closeout information.

4.3 As-Built Drawings: The construction Contractor shall ensure their as-built AutoCAD (computer-aided design) and GIS (geographic information systems) submittal is compliant with the latest CAFB CAD/GIS standards, and AEC CAD Standards. CAFB CAD/GIS standard template files are available upon request.

4.3.1 Geographic Information Systems (GIS): All new facilities and utilities shall be located by the Contractor in an electronic format that is compatible with the current base GIS software and includes descriptive information required by the USAF. In such cases, the Contractor is required to assist USAF agents or personnel in the generation of GIS information if requested by the 27 SOCES PM. Subject to change, the following are the basic requirements for GIS information to be delivered to the Air Force on CD:

4.5 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 seven (7) calendar days of final inspection. The contractor shall also provide documentation on all manufacturer’s extended warranties.

4.7 O&M Data: In compliance with UFGS 01 78 23, Operations and Maintenance Data, the Contractor shall submit one (1) hard copy and one (1) electronic copy containing operations and maintenance information prior to project closeout. The O&M data shall be submitted to the Government within seven (7) calendar days of final inspection.

4.7 Final Payment: Prior to final payment, the contractor shall submit and receive approval of all required submittals, including 100% completion of work listed on the AF 3064, and complete all work according to contract documents..

PART 5 – REFERENCES

5.0 References: For the contractor’s convenience, applicable specifications sections are referenced in this SOW; however, it is the contactor’s responsibility for compliance with contract documents including this SOW, 35% drawings and provided specifications that are applicable to the means and methods chosen by the contractor. Should further guidance be required, the contractor shall submit a written request for information (RFI) for government review and response.

5.1 The contractor shall comply with all applicable Federal, State, Local, DoD, and Air Force regulations, including supplements pertaining to base policies, safety, traffic control, and fire prevention. Additionally, all work associated with this project shall comply with:

A. Unified Facility Criteria (UFC): http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 B. Unified Facility Guide Specifications (UFGS): http://www.wbdg.org/ccb/browse_cat.php?c=3 C. Architectural Barriers Act (ABA): http://www.dol.gov/agencies/oasam/centers-offices/civil-rights-center/dlms2-0600 D. Air Force Criteria as published on the Whole Building Design Guide: http://www.wbdg.org/ccb/browse_org.php?o=33 E. UFC 1-200-01 General Building Requirements - Review this document as it is applicable to all new and renovated Government-owned facilities for the Department of Defense. Review this document for current International Building Code (IBC) adoption, and other design criteria requirements

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