Attachment_1_SOW_.pdf

STATEMENT OF WORK

For

CONSTRUCTION SERVICES

Repair Landing Zone Storm Damage- CZQZ16-0012

PREPARED BY:

27th SPECIAL OPERATIONS CIVIL ENGINEER SQUADRON 506 North D. L. Ingram Blvd. / Cannon AFB, NM 88103-5003

Program Manager (PM): Job Sayago 08 March 2016

1.0 GENERAL INFORMATION

1.1. PURPOSE: The purpose of this Statement of Work (SOW) is to notify approved Construction agents of a potential project at Cannon Air Force Base (CAFB) requiring construction. This SOW describes Air Force requirements and objectives for the documentation and construction of the project. The detailed requirements for this project can be found in the solicitation for this project and attached documents as listed below:

a. Attachment 1-Cannon AFB Design Drawings

1.1.a.1. A001 LEGEND AND SITE MAP

1.1.a.2. A002 ABBREVIATIONS AND SYMBOLS

1.1.a.3. A201 WALL AND BASEBOARDS

1.1.a.4. A202 PHASING PLAN

1.1.a.5. A203 CEILING PLAN A

1.1.a.6. A301 WALL DETAILS

1.1.a.7. A302 WALL DETAILS

1.1.a.8. A

1.1.a.9. E101 EXISTING ELECTRICAL PLANS

1.1.a.10. E102 ENLARGED EXISTING ELECTRICAL PLAN

b. Attachment 2- Specifications

c. Attachment 3- As-built Submittal Guidelines

d. Attachment 4-SOMS

e. Attachment 5-CAFB Architectural Compatibility Guide-2012

f. Attachment 6- CAFB Electrical Standards 2014

g. Attachment 7- Cannon AFB & Melrose AFR Civilian Contractor Environmental Guide 2015

h. Attachment 8- CAFB Sustainable Landscape Development Guide 2012.

1.2. PROJECT LOCATION: CAFB is located in Curry County, approximately six miles west of Clovis, NM. The TA Ramp is located in the northwest area of the flight line.

1.3. PROJECT DURATION: This work is to be completed in 120 days or less in three phases.

1.4. DESCRIPTION OF THE WORK: The Work consists of complete construction services necessary to complete the contained Drawings and Specifications with the work summarized below:

FA4855-16-B-0010 Attachment 1

A. Existing Site Description

1. Winter storm caused a wet pipe fire suppression system sprinkler head to burst causing flooding throughout the building in the past few months, the facility’s interior has experience a significant amount of water damage. Largely due to improperly door seals in receiving area of building 1820, the degree of water infiltration to the building’s interior was tested by Mold Remediation Contractor and determined to be significant enough that the need for a partial renovation is required, in order to remove all water damaged material with active and dormant Mold.

B. Site Demolition/Construction

1. Complete removal, disposal , and replacement of North(N), South(S) , West(W) and East(E) walls to metal stud frames, baseboards, and insulation of rooms as follows U.O.N. Re-paint and provide baseboards to match existing conditions. Existing electrical device covers and devices shall be removed , protected, and re-installed as required for new wall installation:

a. Rooms 111-N, S, E ,W

b. 112-N, S, E ,W

c. 113- N, S, E ,W

d. 114-N, S, E ,W

e. 120- N, S, E ,W

f. corridor 116B(ceramic tile)-S

g. 156- N, S, E ,W

h. Rm 110(Dagger Alley)- N, E

i. Rm 109- N, S, E ,W

j. Rm 106- N, S, E ,W

2. Complete removal, disposal, and replacement of North (N), South(S) , West(W) and

East(E) 6” water damaged oak wooden baseboards. Replace with 3 ½” Wooden Oak baseboards; patch and repaints base prior to installation:

a. Corridor 107-N, S, E ,W

b. Rm 110(Dagger Alley)- N,S,E,W

c. Lobby 102-N, S, E ,W

d. 104-N, S, E ,W

e. Corridor 127-N, S, E ,W

f. Corridor 139-N, S, E ,W

g. Corridor 144-N, S, E ,W

h. Room 149- N, S, E ,W

i. Room 121- N, S, E ,W

j. Room 122- N, S, E ,W

k. Room 125- N, S, E ,W

3. In room 146, Complete removal, disposal, of Carpet, partial ceramic floor tile and 6” water damaged oak wooden baseboards on North(N), South(S) , West(W) and East(E) 6”.

Install new Porcelain Tile and matching Porcelain baseboards. Prep Concrete slab, patch and repaints walls at base prior to installation. Partial movable furniture in room 146 will be completely removed and partial will be relocated to site designated by Project Manager and re-install after Construction.

4. In Dagger Alley 110 and Cocktail Lounge 105, Complete removal, disposal, of stacked damaged wooden flooring in this room, and 6” water damaged oak wooden baseboards on North(N), South(S) , West(W) and East(E) 6”. Install new Porcelain Tile and matching Porcelain baseboards. Prep Concrete slab, patch and repaints walls at base prior to installation. Relocated movable furniture to site designated by Project Manager and reinstall after Construction. Tile installed in these rooms will match new Tile in room indicated on paragraph B.3 of SOW.

5. In Ballroom 122, Complete removal, disposal, of water damaged Vinyl Dance Floor.

Install new Quarry Marble seem-less Tile to match existing brown and tan carpet.

Provide rubber carpet to tile transitions. Prep Concrete slab prior to installing new tile.

6. Complete removal, disposal, of partial water damaged ceiling and ceiling tiles as indicated on drawings. Install new ceilings, paint and match existing per drawings as indicated below. Remove and re-install all ceiling mounted devices as required for new ceiling tile installation:

a. Room 104 -2’ x 2’ acoustical ceiling tile

b. Corridor 107- 2’ x 2’ acoustical ceiling tile

c. Room 111 -2’ x 4’ acoustical ceiling tile

d. Room 113 -2’ x 4’ acoustical ceiling tile

e. Room 114 -2’ x 4’ acoustical ceiling tile

f. Room 122- gyp board ceiling

g. Corridor 127- 2’ x 2’ acoustical ceiling tile

h. Corridor 144 -2’ x 4’ acoustical ceiling tile

i. Room 146 -2’ x 4’ acoustical ceiling tile-Paint to Match Room 110 Clg.

j. Room 150 -2’ x 2’ acoustical ceiling tile

k. Room 156- 2’ x 4’ acoustical ceiling tile

l. Room 158- gyp board ceiling

m. Room 159- 2’ x 4’ acoustical ceiling tile Paint to Match Room 110 Clg.

7. Repair leaking water piping in North wall of Room 120.

8. Provide Mold remediation in areas identified in items B1- B6 in SOW per specifications.

1.6 LEGAL COMPLIANCE: All construction must be in compliance with all public laws and the Code of Federal Regulations.

2.0 CONSTRUCTION REQUIREMENTS:

2.1 BASE ACCESS AND SECURITY: The Contractor shall ensure that all employees comply with all security requirements imposed by Cannon Air Force Base (CAFB) when entering, occupying and departing the base.

All contractor personnel shall be screened for security clearances as determined by CAFB.

2.2 PROTECTION OF GOVERNMENT PROPERTY: The Contractor shall use reasonable care to avoid damaging government-owned property including buildings, equipment and vegetation at CAFB. If the Contractor fails to use reasonable care and causes damage to any government-owned property, the Contractor shall replace or repair the damage at no expense to the government. If the Contractor fails or refuses to make such repair or replacement, the cost may be deducted from the contract price.

2.3 REMOVAL OR DISPOSAL OF GOVERNMENT PROPERTY: Unauthorized removal or disposal of government property is a crime. Government property includes all materials and equipment purchased directly or indirectly by any agency of the federal government for any purpose. No government property is to be removed or disposed without written permission from the AF Contract Officer Representative (COR) and CAFB Police Department listing each item and quantity of materials and equipment to be removed or disposed.

2.4 PROJECT SCHEDULE: Reference SOW Paragraph 3.2.

2.5 SAFETY: The Contractor shall comply with UFGS 01 35 26 Governmental Safety Requirements and the Occupational Safety and Health Administration (OSHA).

2.5.1 Contracts are subject to job site inspections by OSHA and Air Force representatives. In the event of a conflict between the OSHA standards and Air Force requirements, the most stringent shall apply. Resolution of OSHA citations for violations of OSHA standards is a Contractor responsibility and shall provide for no basis of a claim against the Government.

2.5.2 All construction materials and equipment shall not block facility egress points and emergency vehicle access.

2.6 DAILY WORK SCHEDULE: Workdays shall be from 0730 to 1600, Monday to Friday. No weekend work allowed unless approved by the PM. The Contractor shall provide written notification to the Contracting Officer (CO) fourteen (14) calendar days lead time for work schedule changes including request for weekend work.

2.7 CONSTRUCTION WASTE MANAGEMENT: The Contractor shall recycle and/or salvage nonhazardous construction and demolition debris. Construction debris shall be contained on-site, collected and disposed off-site each day or as often as conditions dictate. The Contractor shall develop and implement a construction waste management plan that, at a minimum, identifies materials to be diverted from disposal and whether the materials will be sorted on-site or off-site. Submit the Waste Management Plan to the CO for the project record.

2.8 WORKMANSHIP: The work for this project shall be executed in the best and most workmanlike manner by qualified and efficient tradesmen who are skilled in their respective trades. Certified journeymen in each respective trade, or apprentices under the direct supervision of certified journeymen, are required for the performance of the work of each trade.

2.9 COORDINATION: The Contractor shall coordinate the work of all trades in a manner that will result in a professional and expeditiously completed project. The work shall be in strict accordance with prevailing industry standards and manufacturer’s instructions.

2.10 ADMINISTRATION: The Contractor shall prepare submittals as required by the project specifications, the contract for construction or as requested by the CO. Submittals may include but are not limited to product data, installation and maintenance instructions, shop drawings, calculations, samples and test reports.

Submittals shall be presented to the CO for review and approval at least two weeks prior to purchase or installation. Failure to present submittals to the CO in a timely manner will not justify any claims for a schedule delay or added costs.

2.11 VERIFICATION OF DIMENSIONS AND CONDITIONS: The Contractor may visit the premises to become thoroughly familiar with details of the work and working conditions, verify dimensions in the field, and shall advise the CO of any discrepancies before starting the work.

2.12 DELIVERY AND STORAGE: All equipment and materials delivered and placed in storage shall be stored with protection from the weather, humidity and temperature variation, dirt and dust, and any other contaminants. Store all materials in a secure, clean and dry location. Contractor shall submit a location with dimensions for government approval

2.13 TEMPORARY FENCE: Job site fencing is required around the site perimeter as well as site signage.

2.14 CONCRETE TRUCKS: Cleaning out of concrete trucks on CAFB is prohibited. Concrete truck chutes, only, may be rinsed at the construction site. Wastewater and concrete from this rinse shall be collected in a high-density polyethylene (HDPE) plastic-lined box or pit provided by the Contractor at the site. At the end of pouring operations, the Contractor shall excavate all the waste and liner and properly dispose of same. The Contractor shall dispose of all concrete debris to an authorized off base site and shall remove any and all concrete debris and residue at the end of the project at no additional cost to the Government. The pit shall be completely backfilled and the site restored to original conditions.

2.15 USE OF PREMISES: During the contract, areas will be closed to vehicle parking and vehicular traffic for construction. Coordinate and cooperate with building user’s and other Contractors scheduling and/or phasing operations to minimize conflicts.

2.16 PHASING PLAN: Contractor to provide a phasing plan before the start of construction, in accordance with Specifications and drawings.

2.17 CONSTRUCTION PERMITS: A properly approved and coordinated construction permit (AF Form 103, Civil Engineer Work Clearance Request) will be provided by the Base Civil Engineer prior to excavation activities. Open excavations shall be marked with barricades, flashing yellow lights (during night hours) and utility outages will be scheduled.

2.18 SUBMITTALS: The Schedule of Material Submittals lists the required submittals that are to be forwarded to the CO. Each submittal shall include information required by the indication on the schedule of material submittals and as described in the technical specifications on the drawings. No approval will be given on an item unless submittal information shows compliance with specified requirements. If, at any time during the duration of this contract, the Contractor desires to change materials from those originally approved, his new materials shall be submitted to and approved by the CO prior to incorporation into the project.

3.0 DELIVERABLES

3.1 PROJECT UPDATES: Weekly project updates will be emailed from the contractor project manager to the Government Project Manager and Contracting (CA/CO). This email will consist of the work that was completed that week and a one week look ahead as well as any impact on the completion date of the project.

3.2 PROJECT SCHEDULE: Design Schedule (AF 3064 and Gantt) - Within 14 business days after notice to proceed, provide a legible design schedule in printed and PDF format for design services to include dates of anticipated site visits, team meetings, design charrettes, design submittals, reviews, and other milestone dates.

Design schedule shall be in the form of an AF 3064 and Gantt chart. The schedules must be sufficiently detailed to enable tracking of design progress and the anticipation of critical tasks.

3.3 SURVEY REPORTS: Contract shall submit assessment reports for the following, potholing will be required for:

Electrical site survey of the existing conditions, new proposed duct banks, and locations where lighting poles will be installed. Two electronic copies must be submitted to Govt.

3.4 ELECTRONIC DRAWINGS: Upon completion of the documents for construction, the DBE shall provide electronic drawing files in a format compatible with AutoCAD 2010 including all external references required to view and print the drawing files properly. Include all necessary *pc3 or similar files needed to properly set line weights for printing. All drawing files shall be in a single folder or in a folder structure that will enable external referencing. Drawing files shall be organized in accordance with the DoD A/E/C CAD Standard (ERDC/ITL TR-09-2) available in PDF format on many federal websites. The DOD standard is closely based on the National CAD Standard. In addition, the DBE shall deliver to the PM:

a. Reproducible electronic drawings in PDF format.

3.5 AS-BUILT CONSTRUCTION DRAWINGS AND SPECIFICATIONS: Upon completion of construction, provide as-built drawings and specifications incorporating any departures from the original contract documents. Additionally, each page of the as-builts shall be labeled “As-Built.”

3.5.1 Electronic As-built Drawings and Specifications: Provide two copies of electronic drawing files in a format compatible with AutoCAD 2012 including all external references required to view and print the drawing files properly. Include all necessary *.ctb, *.pc3 or similar files needed to properly set line weights for printing. Drawing files should be organized in general accordance with the Department of Defense A/E/C CAD Standard (ERDC/ITL TR-12-X) available in PDF format on many federal websites. In addition, provide drawings in PDF format for on-screen viewing and reproduction. Provide final project specifications in PDF and Microsoft WORD *.doc or *.rtf format.

3.5.2 The file naming convention and file structure shown in the As-built Submittal Guidelines shall be used in lieu of what is found in the Department of Defense A/E/C CAD Standard.

3.5.3 Hardcopy As-built Drawings and Specifications: Provide four (4), two (2) full size and two (2) half size printed copies of the as-built drawings and two (2) copies of the final specifications.

3.6 OPERATION AND MAINTENANCE MANUALS: The Contractor shall prepare O&M manuals, warranties and other project closeout requirements as defined in the contract for construction.

3.7 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 Air Force. When the Contractor is unable to provide GIS information as described, the Contractor shall notify the PM so that other arrangements can be made. In such cases, the

Contractor shall assist Air Force agents or personnel in the generation of GIS information if requested by the PM. Subject to change, the following are the basic requirements for GIS information to be delivered to the Air Force on two electronic copies on two CD’s:

b. DATUM – WGS84

c. Coordinate System – UTM

d. Units – Meters

e. Data in attribute Table will be SDSFIE version 2.6 Compliant

f. Shapefile Geodatabase format

3.8 References shall be per below and specifications but not limited to:

REFERENCE DOCUMENTS

All publications listed herein shall be the most current editions in effect at the time of solicitation and form a part of this SOW. Pertinent reference documents may include but are not limited to the following:

MILITARY STANDARDS:

MIL-STD 3007 Standard Practice for United Facilities Criteria and Unified Facilities Guide Specifications

CAFB STANDARDS:

CAFB Architectural Compatibility Guide - 2013

CAFB Electrical Standards - 2014

CAFB 32-201 Cannon AFB Base Fire Protection Program

CAFB Labeling Instructions for Communications

CAFB Hardware Specifications Guidelines - 2011

NATIONAL FIRE CODE:

NFPA 1 Fire Code - 2015

NFPA 70 National Electrical Code - 2014

NFPA 101 Life Safety Code - 2015

INTERNATIONAL BUILDING CODE (2012 IBC)

INTERNATIONAL MECHANICAL CODE (2012 IMC)

INTERNATIONAL ENERGY CONSERVATION CODE (2009 IECC)

NATIONAL COMMERCIAL & INDUSTRIAL INSULATION STANDARDS (NIA)

AMERICAN SOCIETY OF HEATING, REFRIG. AND AIR CONDITIONING ENGINEERS (2010 ASHRAE

90.1)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UFGS 01 32 01.00 10 Project Schedule

UFGS 01 35 26 Governmental Safety Requirements

UFGS 01 30 00 Administrative Requirements

UFGS 01 33 00 Submittal Procedures

UFGS 01 35 40 Environmental Management

UFGS 01 45 00.00 10 Quality Control

UFGS 01 74 19 Construction and Demolition

UNITED FACILITIES CRITERIA (UFC)

UFC 1-200-01 General Building Requirements - July 01, 2013

UFC 1-300-08 Criteria for Transfer and Acceptance of DOD Real Property, April 16, 2009

FC 1-300-09N Navy and Marine Corps Design Procedures, with change 2, 21 Aug 2015

UFC 1-300-09N Design Procedures, with change 9, 1 July 2013

UFC 3-101-01 Architecture, 28 November 2011

UFC 3-301-01 Structural Engineering, with change, 01 June 2013

UFC 3-400-02 Design: Engineering Weather Data, 28 February 2003

UFC 3-401-01 Mechanical Engineering, with change 1, October 2015

UFC 3-410-01 Heating, Ventilation, and Air Conditioning Systems, with change 2, October 2015

UFC 3-501-01 Electrical Engineering, 6 October 2015

UFC 3-530-01 Interior and Exterior Lighting Systems and Controls, 01 April 2015

UFC 3-550-01 Exterior Electrical Power Distribution with change 1, 1 July 2012

UFC 3-575-01 Lightning and Static Electricity Protection Systems, 1 July 2012

UFC 3-600-01 Fire Protection Engineering for Facilities, with change 3, September 26, 2006

UFC 3-601-02 Operations and Maintenance: Inspection, testing, and Maintenance of Fire Protection

Systems, 8 September 2010

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, with change 1, 1 October 2013

UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings, 9 February 2012

AIR FORCE INSTRUCTION (AFI)

AFI 32-1023 Design and Construction Standards, 21 April 2010

AFI 32-1061 Providing Utilities to US AF Installations, 23 February 2011

AFI 32-1062 Electrical Systems, Power Plants and Generators, 15 January 2015

AFI 32-1064 Electrical Safe Practices, 07 January 2015

AFI 32-1065 Grounding Systems, 12 January 2015

AFI 32-7042 Waste Management, 07 November 2014

AFI 91-201 AF Consolidated Occupational Safety Instructions, 12 January 2011

AFI 91-203 AF Consolidated Occupational Safety Instruction, 15 June 2012

ENGINEERING TECHNICAL LETTER (ETL)

ETL 02-12 Communications and Information System Criteria for Air Force Facilities

ETL 02-15 Fire Protection Engineering Criteria - New Aircraft Facilities

ETL 04-4 Trenchless Technology (TT) for Crossing Air Force Pavements, 31 Mar 2004, with change 1

ETL 08-13 Incorporating Sustainable Design & Development (SDD) & Facility Energy Attributes in the AF Construction Program

ETL 98-08 Fire Protection Engineering Criteria - Existing Aircraft Facilities

AIR FORCE SYSTEMS SECURITY INSTRUCTION (AFSSI)

AFSSI 7703 Communications Security: Protected Distribution Systems (PDS)

AIR FORCE SPECIAL OPERATIONS COMMAND INSTRUCTION (AFSOCI)

AFSOCI 33-105 AFSOC Communications Specifications for Facility Construction and Alterations

AFSOCI 33-105 CANNONAFBSUP (Cannon AFB Supplement) for AFSOCI 33-105

AFSOC Energy Policy – Jan 2013

IEEE STANDARDS

IEEE C2, National Electrical Safety Code. (2012)

IEEE Std 241, IEEE Recommended Practice for Electric Power Systems in Commercial Buildings.

IEEE Std 399, IEEE Recommended Practice for Industrial and Commercial Power Systems Analysis.

IEEE Std 551, IEEE Recommended Practice for Calculating Short-Circuit Currents in Industrial and Commercial Power Systems.

IEEE Std 1584, IEEE Guide for Performing Arc-Flash Hazard Calculations.

GOVERNMENT POINTS OF CONTACT (POC)

Contracting Officer (CO): TBD

Program Manager (PM):

Job Sayago

27 SOCES/CENM

506 North Air Commando Way

Cannon AFB, NM 88103

(575) 784-6031

Job.sayago@us.af.mil

END OF STATEMENT OF WORK