SOW EEPZ216100 Expand Hazardous Waste Facility B267.docx

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Haz Waste Storage Facility Expansion
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FA302224C0337
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This document is a Statement of Work (SOW) for a federal contract opportunity to expand the hazardous waste storage facility, B267, at Columbus Air Force Base (CAFB) in Mississippi.

The key objectives of this project are to expand the storage area of the hazardous waste facility by adding a 40'x22' addition, including site preparation, new foundation and driveway, block walls, roof, new rolling door, explosion-proof electrical system, and fire protection system upgrades. The Contractor must perform all work according to the SOW, Concept Design Drawings, and related Air Force requirements. The SOW provides detailed specifications for design, construction, quality control, safety, and environmental protection requirements. The Contractor is responsible for all services, including design, to provide a complete, functional, and code-compliant final product.

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DESIGN-BUILD STATEMENT OF WORK

PROJECT NUIMBER: EEPZ216100

Expand Hazardous Waste Storage, B267

COLUMBUS AFB, MISSISSIPPI

2 May 2024

TABLE OF CONTENTS

CHAPTER 1 NOMENCLATURE4
1.1ACRONYMS & ABBREVIATIONS4
1.2BASIC TERMS5
CHAPTER 2 DESCRIPTION OF PROJECT6
2.1SUMMARY (EXAMPLE BELOW)6
2.2BACKGROUND6
2.3SCOPE OF PROJECT6
2.4GOVERNMENT FURNISHED EQUIPMENT/MATERIALS (DETAILS NOT ALWAYS NECESSARY, IF NOT, SAY THE GOVERNMENT WILL NOT FURNISH ANYTHING FOR THIS PROJECT; THIS IS AN EXAMPLE BELOW)10
2.5SALVAGE (DETAILS NOT ALWAYS NECESSARY, IF NOT, SAY THE GOVERNMENT WILL NOT SALVAGE ANYTHING FROM THIS PROJECT; THIS IS AN EXAMPLE BELOW)10
CHAPTER 3 DESIGN REQUIREMENTS11
3.1SUMMARY11
3.2NATURE/EXTENT OF DESIGN (CHANGE THIS FOR PROJECT SPECIFICS, EXAMPLE BELOW)11
3.3RESPONSIBILITY11
3.4DESIGN STANDARDS (ADD ANY OTHER RELEVANT UFCs, CODES, AND STANDARDS)11
3.5DRAWINGS12
3.6DESIGN SUBMITTALS (CHECK DAYS IN RED IN SECTION 3.6.2)13
3.7DESIGN REVIEWS14
3.8CONFERENCES15
CHAPTER 4 ADMINISTRATION OF CONSTRUCTION16
4.1PERFORMANCE CAPABILITIES (VERIFY RED TEXT IN THIS SECTION ON EACH PROJECT)16
4.2COMMENCEMENT, PROSECUTION & COMPLETION (PERIOD OF PERFORMANCE IN 4.2.3)17
4.3SCHEDULING18
4.4MANAGING20
4.5MATERIAL SUBMITTALS AND SHOP DRAWINGS20
4.6WORK BY GOVERNMENT22
4.7PRE-FINAL AND FINAL INSPECTION23
4.8WARRANTY23
4.9CONTRACTOR OFFICE24
4.10CONSTRUCTION SITES25
4.11CONSTRUCTION EQUIPMENT27
4.12AVAILABILITY OF UTILITY SERVICES AT JOB SITES28
4.13TEMPORARY UTILITIES28
4.14CONSTRUCTION SECURITY29
CHAPTER 5 QUALITY REQUIREMENTS31
5.1QUALITY CONTROL PLAN31
5.2TESTING AND INSPECTION SERVICES32
5.3MANUFACTURERS' FIELD SERVICES33
5.4PRODUCT REQUIREMENTS33
5.5CLOSEOUT PROCEDURES34
CHAPTER 6 SAFETY, HEALTH AND ENVIRONMENTAL PROTECTION37
6.1SAFETY AND HEALTH37
6.2GENERAL37
6.3HAZARDOUS MATERIAL38
6.4PROJECT EXECUTION38
6.5HAZARDOUS WASTE GENERATION/DISPOSAL39
6.6RECYCLING39
6.7PROHIBITED MATERIAL/ACTIONS40
6.8SPILLS AND CLEANUP41
6.9AIR CONSIDERATIONS42
6.10AFFIRMATIVE/GREEN PROCUREMENT/BIO-BASED/ENERGY42
6.11ASBESTOS/LEAD BASED PAINT42
6.12DRINKING WATER43
6.13EMS43
6.14HISTORICAL AND CULTURAL ARTIFACTS43
6.15NATURAL RESOURCES43
6.16NOISE43
6.17PESTICIDES/FERTILIZERS44
6.18STORM WATER PROTECTION44
6.19REQUEST FOR CE SERVICE/ACTION/CLEARANCE; AF FORMS 332/81344
6.20TANKS44
6.21LIMITS AND EXCEPTIONS45
6.22LEGAL AUTHORITY45

COLUMBUS AFB, MS PROJECT NUMBER: EEPZ216100

Expand Hazardous Waste Storage, B267

NOMENCLATURE

ACRONYMS & ABBREVIATIONS

AFAir Force
AFIAir Force Instruction
AFMAir Force Manual
AFUEAnnual Fuel Utilization Efficiency
AHUAir Handling Unit
ATFPAnti-terrorism/Force Protection
BCEBase Civil Engineer
CADComputer Assisted (or Aided) Design
CAFBColumbus Air Force Base
CDsConstruction Documents

CD-ROM Compact Disk - Read Only Memory

CEPMCivil Engineering Project Manager
CESCivil Engineering Squadron
cfmcubic feet per minute
CFRCode of Federal Regulations
CHWChilled Water
CMI14CES Construction Manager Inspector
COContracting Officer
CORContracting Officer Representative
CommCommunications
CPMContractor’s Project Manager
CSSContractor’s Site Superintendent
DPDesign Professional
EMCSEnergy Management & Control System
EMIElectromagnetic Interference
EPAEnvironmental Protection Agency
ETLEngineering Technical Letter
FARFederal Acquisition Regulation
FCUFan Coil Unit
FMFactory Mutual
FODForeign Object Debris
fpsfeet per second
ft.foot or feet
GFCIGovernment Furnished Contractor Installed
gpmgallons per minute
HazmatHazardous Materials
HMWHazardous Material or Waste
HTWHazardous and Toxic Waste
HVACHeating, Ventilating and Air Conditioning
NECNational Electrical Code
NTPNotice to Proceed
O&MOperation and Maintenance
OSPOriginally Specified Product
PDFPortable Document Format
PEProfessional Engineer
PhPhase (electrical)
PMProject Manager
psipounds per square inch
QCPQuality Control Plan
RFPRequest for Proposal
SOWStatement of Work
TITechnical Instruction
TLTechnical Letter
TMTechnical Manual
UFCUnified Facilities Criteria
UPSUninterruptible Power Supply
VAVVariable Air Volume
VVolts
WWatts

BASIC TERMS

The following table provides many of the meanings of words or phrases commonly used in this document.

All directives, informative, etc. statements are directed to the Contractor even if the term “contractor” or the contractor name is not included (e.g. “Provide a nail.” is equivalent to “The contractor shall provide a nail.” And “remove” is equivalent to “The Contractor shall remove”). Also, the Contractor shall ably and competently execute all directives including all directly or indirectly related tasks required to safely and legally perform the directive (e.g. “remove debris from CAFB” includes “safe and legal removal, disposal and obtaining all necessary permits, etc.)

A device, equipment or system referred to in the singular (e.g. “the pump”, or “the ___ system”) includes all related devices, elements and components required to Provide (see below in this table) that device, equipment, or system.

The Term
Shall Mean (*=Shall in Addition Mean)
Approved (by CAFB)
*without waiving or suspending the full force of Contractor obligation to fulfill the CDs
Aspect
Distinct feature or element of the project
CAFB
Government contracting Authority on Columbus Air Force Base
Construction Documents
Drawings, specifications and their references including all Design Criteria and Design & Construction Requirements for this Project.
Contractor
The Design-Build entity holding a current Government contract including all personnel in direct or indirect employ of same entity servicing same contract including partners, consultants, subcontractors, suppliers, and manufacturers.
Design Professional
(Abbreviated: DP) Professionals including Architects, Engineers and Landscape Architects licensed to practice in one or more states of the U.S.
Day
Calendar day unless noted otherwise.
DP
Licensed Design Professional fully responsible for all professional design on this project.

Engineer DP

For example (e.g.)
One among many possible examples
Government
Columbus Air Force Base Contracting Officer
Including [Includes]
Including, but not limited to [Includes, but is not limited to]
Provide
Furnish and install complete, functional, and ready for use without added government action
Provision
Furnishing & installation complete, functional, and ready for use without added government action
Will, must, shall
& similar Terms are mandatory directives whereby ‘Term’ = ‘Term + to CAFB satisfaction’
Work
The whole or any part, product, system or subsystem of this project
Replace
Demolish and dispose of existing element. Provide new element of equal or greater value.
Review
Review and, if and when acceptable to the government, approval
Subcontractor
Subcontractor and all personnel in Subcontractor’s direct or indirect employ on any given Project including suppliers and manufacturers

DESCRIPTION OF PROJECT

SUMMARY

The Contractor must provide all plant, labor, equipment, transportation, and tools required to complete am addition to the hazardous waste facility, B267 including explosion proof electrical system, and update existing fire alarm system. Perform all work according to this Statement of Work (SOW), the Concept Design Drawings, and all related AF requirements and other codes and references.

BACKGROUND

The Hazardous Waste facility does not have enough space to allow for the storage of the current amount of waste generated on base.

SCOPE OF PROJECT

The main objective of this project is to expand the storage area of the hazardous waste storage facility. This work includes the site work to prepare for a new foundation, laying foundation, constructing block walls, adding roof, installation of new rolling door, installation of explosion proof electrical equipment, and fire protection piping and sprinklers.

Work to be performed:

1.1 Perform all site work required to prepare site for construction of the addition to the facility and the driveway. The addition shall be 40’x22’ with a driveway leading up to the rolling door on the addition. Construct new foundation and new driveway for the addition. This work shall include the removal of the existing tree by the west wall of the facility, including the root system of the tree.

1.2 Construct filled CMU walls for the addition, match existing walls as closely as possible. The addition shall include two new personnel doors added, one on the north wall of the addition and one on the west wall of the addition. These doors shall be 3’x7’ hollow metal doors. The west wall shall have a coiling/roll-up door for vehicle access installed as well. The added driveway shall meet with the coiling/roll-up door.

1.3 The existing west wall shall have at minimum a 4’x7’ opening demolished in it to allow for passage between existing and addition. Finish the opening with a cased open frame. Relocate existing exhaust ventilator from west wall to existing north wall.

1.4 The roof over the addition shall be a standing seam metal roof. The addition roof may be attached and sealed along the existing west wall; it does not have to tie into the existing roof system. The roof over the addition shall have a gutter along the west wall of the addition with down spouts. There is an existing roof leak by the south wall of the facility that shall be repaired.

1.5 The addition shall have explosion proof lighting, receptacles, and switch. The conduit and junction boxes shall be explosion proof. The addition shall have one 120 V 20A explosion proof receptacle on each wall, this shall be one branch circuit. There shall be next explosion proof emergency lighting with battery packs installed as required over exits. The explosion proof lighting shall be LED.

1.6 The existing wet pipe system shall be extended into the addition. The system shall be signed off on by a Qualified Fire Protection Engineer (QFPE) upon completion of the project.

1.7 The contractor shall install a new exhaust ventilator on the north wall of the addition, including all sensors and controls required to operate the exhaust ventilator per code.

1.8 The Interior finishes of the addition’s walls shall consist of 1 coat of primer and two coats of latex paint. The interior floor finish shall be polished concrete.

1.9 The MONACO M2 conventional fire alarm panel has been discontinued. A new fire alarm system Notifier 320 with a single mode fiber card will be required with all new addressable explosion proof devices and a class B circuit wiring. Other existing fire alarm system components shall be replaced as needed to work with the new Notifier 320 system.

1.10 Existing interior door between current hazardous storage area and space with existing fire system shall be properly sealed such that the space is classified as regular space per NFPA.

GOVERNMENT FURNISHED EQUIPMENT/MATERIALS

The Government will not furnish anything for this project.

SALVAGE

The following are to be salvaged and returned to the Government:

· Explosionproof fixtures

DESIGN REQUIREMENTS

SUMMARY

Design will consist of all site investigations and design work associated with preparing complete contract documents for this project as described in this SOW. The design documents must be developed from the functional and technical data contained in this SOW and include construction drawings, schedules, and design analysis. The Contractor will also be required to submit design documents for review as described in Paragraph 3.6 as well as final contract documents. The Contractor will be required to attend review and conference meetings as needed and requested by the Government.

NATURE/EXTENT OF DESIGN

This project requires the services of licensed Design Professionals. The project requires structural design and details for the demolition and subsequent reconstruction of the supply air walls for the paint bays. Mechanical design and details are required for this project with new pumps, piping, valves, coils, etc. being installed. Electrical design and details including variable frequency drives, power, conduit, circuit breakers, wiring, etc. are required. Professionally sealed drawings are required. Design/shop/coordination drawings, materials and equipment submittals, and final as-built record drawings are required for this project. Contractor must maintain accurate redline As-Builts throughout construction and must submit final As-Built drawings (with any of the redline changes updated on the drawings) upon project completion (see paragraph 4.7.2 for more information). The design must include calculations for the additions and changes to the fire protection system by the 35% design submittal. The final design must be sealed by a licensed Fire Protection Engineer.

RESPONSIBILITY

Contractor must perform all services, including travel, required to prepare and to furnish complete design documents consisting of drawings, analysis, and addenda as required, for the construction of the project in accordance with this SOW.

Record drawings (attached) are provided to the Contractor as a courtesy at the discretion of the Government, but their accuracy is not guaranteed. The Contractor is responsible for doing his own field investigations of the utilities, existing conditions, and other items in the area.

Although the sizing and specification of major equipment is suggested by this SOW, the Contractor is responsible for all remaining design and coordination to provide an acceptable final product that meets intent of this SOW. Contractor is responsible for ensuring constructability and code compliance.

DESIGN STANDARDS

All design and construction must be accomplished in accordance with applicable UFC’s, ETL’s, (UFC’s and ETL’s may be found on-line at www.wbdg.org.) local and national codes, Columbus AFB Installation Facility Standards (IFS) and all Appendices (Special Construction, Mechanical, and Electrical) and other guidance as modified by this SOW. The IFS document may be found at the following location: http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/columbus-afb-ifs. The list of documents includes, but is not limited to, the latest editions of the following

· UFC 1-200-01 DoD Building Code (General Building Requirements)

· UFC 1-200-02 High Performance and Sustainable Building Requirements

· UFC 3-401-01 Mechanical Engineering

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

· UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems

· UFC 3-410-04 Industrial Ventilation

· UFC 3-501-01 Electrical Engineering

· UFC 3-520-01 Interior Electrical Systems

· UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

· UFC 4-420-01 Ammunition and Explosive Storage Magazines, with Change 1

· NFPA 101

· NFPA 72

· NEC 70

· ACGIH: Industrial Ventilation Manual

· Columbus AFB IFS

· CAFB Base Standards

The Contractor must submit a written request for approval of any deviations from the Government's established standards. No deviations from the Government's established standards will be permitted unless the Contracting Officer has issued prior written approval of such deviation.

DRAWINGS

Drawings under this Contract must be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed.

Drawings must be drawn to appropriate scales and dimensioned completely and accurately. Lettering must be large enough to ensure legible half-size reduction and each dimensioned drawing must have a graphic scale. Use of fractions less than 1/8-inch for building dimensions must be avoided. Use standard building material indications and symbols for architectural items and for mechanical, electrical, and plumbing equipment.

The Contractor will use paper sheets, 24" x 36". Each sheet will be numbered consecutively beginning with "1 of (x) Sheets" and continue to the last sheet. Number individual drawing sheets as follows:

Drawing Sheet Subject
Notation
Additional Sheets
Cover (Title Sheet, Map and Index)
T1
and following
Civil/Site Work
C1
and following
Demolition
D1
and following
Landscaping
L1
and following
Architectural
A1
and following
Structural
S1
and following
Plumbing
P1
and following
Mechanical
M1
and following
Electrical
E1
and following

Note: All sheet subjects above may not be necessary for this project Drawings must be prepared electronically in both AutoCAD (Release 2020) and PDF formats.

DESIGN SUBMITTALS

DELIVERY: Deliver two (2) hard copies of each submittal and one (1) digital copy via DoD SAFE containing each drawing sheet in PDF file format directly to the CO, along with AF Form 3000. For uploading to DoD SAFE, the Contractor must request an upload link from the CO and then upload the files using the details in the subsequent email from DoD SAFE. For the final design submittal (As-Builts in most cases), the contractor is to provide, in addition to the hard copies and digital copies via DoD SAFE, (1) CD-ROM containing the PDF file as well as the associated CAD files in AutoCAD (Release 2020) .dwg file format. Hard copy submittals and CD-ROMs must be delivered to:

14th Contracting Squadron
495 Harpe Blvd, Suite 293
Columbus, MS 39710

SUBMITALS AT INTERMEDIATE STAGES OF DESIGN COMPLETION: To facilitate review and feedback throughout the design process, designs are submitted at various stages of completion as follows:

a. 35% DESIGN SUBMITTAL: Contractor must submit 35% design documents within 21 days after Notice to Proceed (NTP). The 35% design must include complete and thorough detailing to leave no question as to how demolition and construction is intended. All design documents must be clearly annotated (in both title block and revision block of drawings) with “35% REVIEW SET” and the date.

b. 65% DESIGN SUBMITTAL: Contractor must submit 65% design documents within 21 days after receipt of the “Approved” 35% design. The 65% design must include complete and thorough detailing to leave no question as to how demolition and construction is intended. All design documents must be clearly annotated (in both title block and revision block of drawings) with “65% REVIEW SET” and the date.

c. 95% DESIGN SUBMITTAL: Contractor must submit 95% design documents within 21 days after receipt of the “Approved” 65% design. The 95% design (essentially complete design and drawings, pending review and acceptance by Government as the 100% APPROVED CONSTRUCTION SET) must include complete and thorough detailing to leave no question as to how assembly is intended. All design documents must be clearly annotated (in both title block and revision block of drawings) with “95% REVIEW SET” and the date.

d. 100% DESIGN/APPROVED CONSTRUCTION SET: Contractor must submit the 100% DESIGN APPROVED CONSTRUCTION SET within 14 days after Contractor receipt of the “Approved” 95% design. The construction set must incorporate and/or address any Government comments on the 95% design and should leave no question to how demolition and construction will be done. If professionally stamped and sealed drawings are required for this project (paragraph 3.2), the approved construction set must include all stamped drawings. All final design documents must be clearly annotated (in both title block and revision block of drawings) with “APPROVED CONSTRUCTION SET” and the date.

e. For each holiday or extraordinary event in a submittal period, increase the required days for submittal by one day for each day in the event. Deliver no submittals within (before or after): one week of Thanksgiving; two weeks of Christmas; or one week of New Year’s Day. Extraordinary Events include: unscheduled holidays for base personnel; base-wide training exercises; etc. The Government may prohibit work during such events.

PARTIAL SUBMISSIONS: Partial submissions normally will not be accepted. However, under some circumstances, to expedite project execution, the Government may accept design/shop drawings or material submittals for major elements or long-lead-time equipment for review and approvals prior to 95% design submittal. Government approval of such items does not relieve the Contractor of his responsibility to ensure a complete, constructible, code-compliant design.

CONSTRUCTION PRIOR TO 100% DESIGN: Construction may not commence until Government approves the 100% design. Exception: To expedite contract completion, Contractor may petition CO for an Interim Notice to Proceed with specific elements of construction. Government review does not constitute approval or acceptance of any variations from this SOW, the Contractor’s Proposal, or the Contract unless authorized in writing by the CO. The Interim Notice to Proceed, if exercised, will in no way mitigate the responsibility of the Contractor to provide a complete, constructible, code-compliant design.

All drawings, specifications, design analyses and other project materials become the property of the Government.

DESIGN REVIEWS

DESIGN PHASE REVIEWS: Government review of each XX% design submittal (where XX = 95 or 100 as required per 3.6.2) will require up to fourteen (14) days after Government receipt. The Government will determine the sufficiency of each XX% design submittal as follows:

a.Approved as Submitted. If design is sufficient to proceed without correction to the next phase submittal, one (1) copy of AF FORM 3000 marked "Approved" will be returned to the Contractor. Contractor must advance to the next stage design submittal.
b.Approved - Except as Noted. Design submittals that have only minor errors or deficiencies will be marked in red to indicate necessary corrections. Marked materials, along with one (1) copy of AF FORM 3000 indicating "Approved - Except as Noted" will be returned to the Contractor. Contractor must revise the design documents, making the necessary corrections, and advance to the next stage design submittal.
c.Disapproved. Design submittals that are incomplete or require more than minor corrections will be marked in red to indicate necessary corrections. Marked materials, along with one (1) copy of AF FORM 3000 marked “Disapproved” will be returned to the Contractor. Contractor must revise the design documents, making the necessary corrections, and re-submit as the current stage “XX% Design – 2nd (or subsequent) Submittal”.
d.Disapproved – Major Deficiency. Examples include, but are not limited to, design submittals that fall significantly short of indicated level of completion, grossly deviate from or misinterpret the SOW, or contain errors of a nature or quantity that indicate failure of Contractor to review submittals for completeness, correctness, and coordination between trades. For such submittals, the Government will not complete a comprehensive review or provide an exhaustive list of needed corrections. Rather, one (1) copy of AF FORM 3000 marked “Disapproved – Major Deficiency” along with general reason(s) for disapproval will be returned to the contractor. The CO will issue a written warning to the Contractor that any subsequent grossly incorrect/incomplete submittals constitute evidence of inability to complete the project and may result in declaring the Contractor “In Default.” Contractor must correct deficiencies and resubmit as current stage “XX% Design – 2nd (or subsequent) Submittal”.

100% DESIGN REVIEW: The Government will have fourteen (14) days to verify that all review comments have been addressed and no unapproved changes have been made. Upon Government approval of the 100% design documents, the Contractor may begin construction.

IMPACT OF REVIEW ON PERIOD OF PERFORMANCE: Contract completion time includes time for Government review of drawings, specifications, and material submittals. Unless otherwise noted, the Government will use no more than 14 calendar days for review of each design submittal and each subsequent re-submittal of “Disapproved” submittals (paragraph 3.7.1, c or d). There will be no increase in the period of performance for review of re-submittals.

RESPONSE TO REVIEW COMMENTS: The Contractor is required to respond to all review comments and submit their annotated comments as a design analysis appendix in the subsequent design submittal. All comments must either be accepted and incorporated into the next design submittal or satisfactorily rebutted.

3.7.5 DESIGN ACCOUNTABILITY: The Contractor is solely responsible for accurately designing and constructing everything necessary to provide a fully functional product. Government approval of any design or design-related submittal does not waive or remove full liability from the Contractor to provide a design, facility, or final product that meets the intent of this SOW, performs as intended, and adheres to all applicable codes and standards.

CONFERENCES

PRECONSTRUCTION CONFERENCE: A Preconstruction Conference (Pre-Con) will be held at the Contracting Office as indicated.

COORDINATION/REVIEW CONFERENCES: Coordination/review conferences may be held from time to time as required. The Contractor may request such conferences when it is deemed necessary by both parties to clarify the work or expedite the preparation of plans, specifications or construction.

REVIEW/CONFERENCE MINUTES: The Contractor will be responsible for making memoranda of record of any conversations and minutes of any meeting with Government personnel concerning this project and forward one copy of these memoranda/minutes to each party concerned and one copy to the Contracting Officer within seven (7) days. The final version of the meeting minutes will be approved and filed at the CO’s discretion. Each copy will be numbered consecutively and chronologically.

MEETING LOCATIONS: Meetings will be held in person at Columbus Air Force Base. Contractor transportation costs for attending all conferences/reviews and meetings must be included in the Contractor’s Proposal. There will be no teleconferences unless permitted otherwise by the Contracting Officer.

End of Design Requirements

ADMINISTRATION OF CONSTRUCTION

PERFORMANCE CAPABILITIES

One week prior to the start of work under this contract, Contractor must submit in writing to the CO for review and possible approval the names and credentials of Contractor Project Manager, Contractor Site Superintendent, and Quality Control Manager. Subsequent proposed changes of approved personnel must be submitted in writing to and receive prior approval from the CO before working on the project. Each of these personnel may upon CO approval hold additional onsite duties which must not diminish their required performance. Contractor must demonstrate to the Government’s satisfaction that proposed personnel exceed education, technical and experience levels of personnel described in this Contract including the following:

Because of the small size of this project the Contractor Site Superintendent may also perform the duties of the Contractor Project Manager and the Quality Control Manager

Contractor Project Manager (CPM) - Provide management of the prime contract to include subcontract purchasing and administration, review of material submittals and shop drawings. CPM must have full authority to develop cost proposals, negotiate with Government and subcontractors, sign awards and modifications, supervise project superintendents, attend weekly CO/CE/PM Contractor status meetings as well as pre-performance site visits, pre-final and final inspections. The CPM must have a minimum of 5 years previous experience as primary contract manager or equivalent experience as a primary estimator and negotiator with a contracting firm engaged in similar multi-discipline commercial construction projects. CPM must also have not less than 5 years’ experience managing subcontractors.

Contractor Site Superintendent (CSS) - Provide on-site construction superintendent(s) to oversee all work under this contract. Site supervision must be daily (constant throughout each day) and includes submission of detailed weekly progress reports, scheduling and coordination of subcontractors and material suppliers, and attendance at all construction progress meetings, CO site visits, and pre-final and final inspections. Superintendents must have a minimum of 5 years previous experience as a project superintendent (exclusive of time employed as a tradesman or working foreman) for a general contracting firm overseeing one or more multi-discipline commercial construction projects. The superintendent must be available within 15 minutes during all normal working hours, except for such incidental errands as required by his duties. The superintendent must be responsible for the proper coordination and timeliness of the work, and for the proper workmanship of all trades; therefore, his absence from the project site without a suitable substitute Contractor representative must be considered as damaging to the Government.

Quality Control Manager (QCM) - Provide quality control management for the project. QCM must continually (constant throughout each day) ensure full compliance with all safety requirements, verification that work and materials in place and stored on site are in accordance with the approved construction documents, shop drawings and material submittals. QCM must submit daily status reports recording activities at each project site, prepare and coordinate material submittal sheets and shop drawing submittals, schedule and coordinate testing procedures, prepare quality control reports for construction progress and other required meetings, and attend all pre-final and final inspections. QCM must have a minimum of five years’ experience in Quality Control Management of multidiscipline construction projects.

Contractor must have additional personnel including management, technical, service, labor or subcontractor, available as necessary to fulfill all construction contract requirements. The Government may restrict employment under this contract of any personnel identified as a potential threat to the health, safety, security, well-being, or operational mission of CAFB and its population.

Contractor must be available by telephone 24-hours a day, 7-days a week and upon 15 minutes’ notice during normal duty hours and 30 minutes’ notice during non-duty hours must meet the CO at a CO designated location.

COMMENCEMENT, PROSECUTION & COMPLETION

Contractor must start design and various construction phases at times specified by CO issued Notice(s) to Proceed (NTP), prosecute the work, and complete the entire work within the Period of Performance.

Contractor must provide a Submittal Log (Schedule of Material Submittals), Progress Schedules, Progress reports and Status Reports.

Submittal Log: See Material Submittals and Shop Drawings below.

Progress Schedule: (AF Form 3064) Submit the progress schedule to the CO within 10 days after contract award, unless otherwise specified by the CO. Subdivide total schedule into individual work items. Show completed work percentages at the end of each two-week reporting period. Progress schedule should only be resubmitted during the project duration if there’s an issue with Period of Performance or if deemed necessary by the CO as described in 4.2.2.3.

Progress Reports: (AF Form 3065) Submit Project Progress reports to the CO minimum twice per month on the first working day of each month and again on the 15th. Describe the percentage of work completed during the report period. If behind schedule, report in writing what actions will be taken to regain the schedule. If the CO agrees to add days to the contract performance period, Contractor must provide an amended schedule.

Status Reports: Submit to the CO daily reports of the work status. In each report, list the tasks accomplished for that day, any deliveries received, equipment currently on-site, weather conditions for that day, and number of personnel working on each area listed by trade. Photos may be included.

Period of Performance: Is the period between the issuance of the NTP and the time all construction is complete, including all punch list items, and final inspection is approved by the Government. The total Period of Performance for this project is 365 days.

Contract Completion: At contract conclusion, vacate all work areas, including: Contractor offices, storage and staging areas, and individual work sites. Restore these areas to their condition prior to Contractor occupancy not more than 14 days from the earlier of: approved final inspection or CO notification.

Coordination and Project Conditions: Schedule and manage submittals, materials, products, equipment, manpower, etc. to control all parts of the work efficiently and orderly. Verify compatibility of existing building utilities with new operating equipment. Coordinate required space, supports, and mechanical and electrical work shown (even if via diagrams) on Drawings. Follow routing shown for pipes, ducts, and conduit; place runs parallel with building lines. Use space efficiently to maximize maintenance and for repair accessibility for other systems. Conceal wiring behind finish surfaces and locate fixtures and outlets with finish elements. Coordinate pre-Substantial Completion clean-up in separate building areas. After CAFB occupancy, coordinate site access to correct defective (or non-compliant with CDs) to minimize disruption of Government activities.

Cutting and Patching: Only employ skilled and experienced workers to cut and patch. Report in writing to the CO wherever cutting and patching might degrade: safety; appearance, structure, weatherproofing, O&M, or separate Contractor or government construction. Prevent damage to existing or new construction and provide proper surfaces to receive patching and finishing. Match new finishes to existing adjacent surfaces unless noted otherwise. Maintain integrity of existing walls, ceilings, or floors; completely seal voids. Refinish entire assemblies and continuous surfaces to nearest intersection. Cut, fit, and patch where CDs require e.g.: mechanical and electrical penetrations; integration of new components with one another or with existing construction; removal and replacement of defective and non-conforming elements; remove samples for testing.

Special Procedures: Employ skilled and experienced tradespersons to perform alteration work. Remove debris from open work areas and concealed spaces. Remove, cut, and patch to minimize damage and provide means of restoring products and finishes to original or specified condition. If a change of plane of 1/4 inch or more is discovered, submit recommendation to the CO for providing a smooth transition. Patch or replace portions of existing surfaces which are damaged or showing other imperfections. Finish surfaces as specified.

Welding Permits: No cutting or welding will be permitted without first obtaining a permit issued by the Base Fire Department. All fire and safety regulations are to be followed stringently. Contractor’s failure to obtain a cutting or welding permit may not be reason for extending the contract performance period. Any damages incurred while welding work is done without a permit are the responsibility of Contractor.

SCHEDULING

Contractor must coordinate all work schedules and manage progress of work with the CO and CEPM prior to start of work. Weekly progress meetings will be conducted with the CO, CMI, and Contractor’s team which may require corporate management representation at CAFB discretion.

Contractor must schedule all work. Performance periods must not be established or extended to accommodate insufficient personnel resources. Contractor will not move crews on and off the project while making minimal progress on concurrent projects as this must be construed as having an inadequate work force to fulfill the contract requirements. Contractor’s CPM and CSS must not change more than two (2) times during project construction as this would demonstrate an inadequate management force to fulfill contract requirements.

Before construction begins, Contractor must agree with CO on a sequence of procedures; means of access to premises and buildings; materials and equipment storage space; delivery of materials and use of approaches, corridors, and stairways. Contractor may be required to revise the CD work-phasing schedule.

Interference and inconvenience to Government operations and personnel caused by project work including use and delivery of materials, tools and equipment must be kept to a minimum.

The Government may require that work, so far as practicable, be done in separate phases. Each phase may relate to a different occupied or unoccupied area, in which work in one area must be completed before work in another area may begin. Phased work areas must be clearly delineated and annotated in the CDs.

Hours of Work: Normal work hours will be Monday through Friday from 7:30am to 4:15pm excepting days observed as Federal Holidays as listed below:

New Year’s Day1 January
Martin Luther King’s BirthdayThird Monday in January
President’s DayThird Monday in February
Memorial DayLast Monday in May
Juneteenth Day19 June
Independence Day4 July
Labor DayFirst Monday in September
Columbus DaySecond Monday in October
Veterans Day11 November
Thanksgiving DayFourth Thursday in November
Christmas Day25 December

1) Observe Saturday holidays the preceding Friday. Observe Sunday holidays the succeeding Monday.

2) For weekend, after hours, or holiday work, submit a 72 hour advance written request to the CO, describing dates, locations and types of work. CAFB has the right to approve or deny the request. Work in CAFB occupied areas during extra-normal work hours require AF escorts in the occupied areas. Modification to contract sum or period of performance will not be allowed.

3) The Government’s request for Contractor to work outside of the normal duty hours must be justification for modification to contract sum or period of performance.

4) If CAFB observes an unscheduled holiday, participates in training exercises, etc. Contractor may be prohibited from working for part or the whole of a day. 14CES does not know how many or when these activities might be scheduled but anticipate not less than two per year. CMI will allow additional contract time for these disruptions. Zero-cost modification to period of performance will be allowed.

Construction Schedule: Submit preliminary schedule to the CO at the Preconstruction Meeting, but not later than fourteen (14) days after issuance of Notice to Proceed. After CAFB review and comment, revise and resubmit schedule within seven (7) days. Upon approval by the CO, the schedule becomes the official Construction Progress Schedule. Keep a copy available at Contractor (field) Office. This schedule will only be changed with prior approval of the CO through a contract Modification.

Construction Progress Schedule: Submit and maintain an accurate and current Gantt chart to track construction progress with a separate horizontal line for each major work activity of subcontractors, manufacturers, and suppliers. Vertical lines must identify the first workday of each week. Show complete sequence of construction by activity, identifying separate stages of work and other logically grouped activities. Indicate early and late start, early and late finish, float dates, and duration of each activity. Revise chart weekly to accurately identify progress made, percentage completion, and projected completion date for each activity. Show activities modified and scope changes. Submit written report to identify problems, anticipated delays, corrective actions, and affected completion dates. Provide additional progress schedule information as requested by the CMI. Construction progress schedule update forms will be provided at the preconstruction conference.

MANAGING

Preconstruction Conference: at CAFB will be scheduled by the CO after issuing the NTP. Required attendees include the Contractor, Contractor Project Manager (CPM), and Contractor Site Superintendent (CSS). Contractor must record meeting minutes and within two days after the meeting distribute two (2) copies to all participants and to all others affected by decisions made at the meeting. The meeting Agenda will be issued in advance by the CO and will include one or more of the following:

1) Execution of Government-Contractor Agreement.

2) Submission of executed bonds and insurance certificates.

3) Distribution of Contract Documents.

4) Submission of Subcontractors list, products list, schedule of values, and progress schedule.

5) Designation of personnel representing the parties in Contract.

6) Procedures for processing field orders, submittals, substitutions, payment applications, proposal requests, Change Orders, and Contract closeout.

7) Construction Schedule Site Mobilization Meeting: Prior to Contractor project site(s) occupancy, the CO will schedule a meeting at which required attendants include the CO, Contractor, Contractor’s Project Manager (CPM), Contractor’s Site Superintendent (CSS), and major Subcontractors. Contractor must record meeting minutes and within two days after the meeting distribute two (2) copies to all participants, and to all others affected by decisions made at the meeting. The agenda for this meeting will include:

1) Government and Contractor Use of Premises.

2) Government Requirements.

3) Construction facilities and controls provided by Government.

4) Temporary utilities provided by Government.

5) Security and Housekeeping Procedures.

6) Construction Schedules.

7) Application for Payment Procedures.

8) Testing Procedures.

9) Record Documents Maintenance Procedures.

Weekly Progress Meetings: with the CMI will occur throughout construction duration. Required attendants include the CO, Contractor, the CPM, and the CSS. Contractor must record meeting minutes and within two days after the meeting distribute two (2) copies to all participants, and to all others affected by decisions made at the meeting. The agenda for these meetings will include the following:

1) Review previous week’s work progress.Review minutes of previous meetings.
2) Evaluate work quality and safety.Review field observations, problems, and decisions.
3) Construction Schedule update.Corrective measures planned to regain projected schedules.
4) Evaluate construction progress.Identification of problems which impede planned progress.
5) Work progress planned for the next week.Effect of proposed changes on construction schedule
6) Submittals: review status and schedule.Review of off-site fabrication and delivery schedules.

7) Other business

MATERIAL SUBMITTALS AND SHOP DRAWINGS

Definitions: A submittal is a package of project information, samples, drawings, schedules, certifications, product data, etc., submitted to the Contracting Officer for Government review. A deviation is a submittal wherein Contractor identifies an item that is in agreement with the intent of the Contract Documents but does not precisely conform to those documents and Contractor requests either substitution or change for the purpose of increasing the quality of the final product. A Submittal or Deviation of a system must be considered as an integrated collection of component parts.

Purpose: Submittals formalize Government review of Contractor choices in complying with the CDs and providing Minimum Installer Qualifications (Section 4.8.1). They also formalize Contractor’s proposed Deviations, color choices, shop drawings, etc. early enough in the contract time when changes will have less impact on the ordering of materials and products.

Accountability: Contractor is wholly responsible for the contents of a submittal. Contractor by act of submittal certify that all items listed or implied, fully meet the intent, materiality and requirements of the design, quality, and functionality of the CDs. Neither Contractor furnishing nor Government approval of a submittal either suspends or waives Contractor responsibility for full compliance with the CDs. This includes materials, equipment, equipment sizing, performance, etc. The Contractor maintains sole responsibility for providing a fully functional product that meets the intent of this SOW, performs as intended, and adheres to all applicable codes and standards.

Basic Compliance: Comply with all “Material Submittals and Shop Drawings” requirements of the SOW. All submittals must be delivered to the Contracting Officer within twenty-one (21) days of approval of the 100% design unless otherwise specified by the CO. Failure to deliver all submittals within this time period constitutes basis for the CO to refuse Progress Payments until all submittals are delivered to the CO.

Submittals must be accurate, easily legible, with all detail necessary for a thorough review. Every copy of Product data must clearly identify proposed models, options, and relevant design data including physical, functional, and utility connection requirements. Where practicable, render manufacturer data specific to this Project.

Contractor must review, approval stamp and sign every submittal before delivery to the CO. Each submittal package and shop drawing sheet must bear appropriate Design Professional(s) stamps and approval signatures before delivery to the CO. Each submittal must be attached to a Material Approval Submittal (MAS) Form (AF Form 3000). Upon Government review, one copy of each submittal will be returned with its MAS form marked to indicate approval or disapproval.

Government Review: Contractor must deliver two (2) copies of each submittal. Contractor must allow fourteen (14) days for government review excluding delivery time from and to Contractor.

Submittal Log: Contractor must during the design phase of the project log all construction submittals required by completing a “Schedule of Material Submittals” (AF Form 66). The form must include all submittals necessary to ensure the project is built to the satisfaction of CAFB including shop drawings, manufacturer's literature, product data, certificates of compliance, material samples, finish samples, extensions to the design, guarantees, test results, etc. The CO will provide Contractor with an AF form 66 template. Contractor must complete and submit the AF Form 66 in MS-Excel electronic format and in hard-copy format to the CO for review and approval by the CEPM within fourteen (14) days upon issuance of the NTP. Form 66 will be the first submittal item and must be attached to its own (MAS) form. Place the entire Submittal Log in an appendix of the final specifications.

Proposed Products and Qualified Installers List: Within 28 days after Notice to Proceed is issued, submit list of major products proposed for use, with manufacturer name, trade name, model or catalog number designation, and reference standards (for products specified only by reference standards) of each product.

Material Approval Submittal: The CO will provide Contractor with MAS form template. Each MAS form must be attached to one and only one submittal item. Multiple submittal items on a single MAS form will be rejected without review. The MAS “Submission Number” must be the same as its corresponding “Item No.” in the Submittal Log. Each submittal must reference the specifications paragraph or the drawing sheet number where the submittal is required. Clearly mark an MAS form “DEVIATION” for any whole system or any part thereof to which the Deviation applies. The Deviation must be reviewed by the CEPM.

Re-Submittals: Resubmitted MAS forms must bear the original “submission number” with an alphabetic suffix (sequenced for multiple re-submittals). Identify all changes made since the previous submission. Allow fourteen (14) days for Government review excluding delivery time from and to Contractor.

Materials, Finishes, Patterns, Textures, Colors, etc.: Submit samples of all visible exterior or interior finish items including: surfaces, materials, paint, fixtures, doors and frames, windows, glass, and hardware prior to ordering or installation. Contractor must deliver the full range of available manufacturer samples to the CEPM showing all materials, finishes, patterns, textures and colors available for each item. Submit ALL samples at the same time. Attach to each sample an AF Form 3000 with Opportunity ID Number, Project Name and Submittal Number. The CEPM will make selections and will keep one sample of each item submitted. Any non-compliance with this paragraph voids any selection regardless of CEPM approval to the contrary. Samples must be the actual material, or actual material coatings bonded to the actual backup material that will be installed. Submittals with false or approximate material or color renderings may be rejected. Sample sizes must be sufficient for the CAFB to perceive true colors and patterns. If a submitted material does not meet the design objectives, CAFB reserves the right to reject the product and require a new submittal. The CEPM decision in this regard will be final.

Certifications: Submit all Contractor, subcontractor, fabricator, and manufacturer certifications for review and, if acceptable, approval by the Government. Denote the specified requirements met or exceeded by the certified element provided whether material, construction system, portion of work, product, equipment, etc. Include supporting references, data, affidavits, certificates, etc. Certifications may be recent or previous test results on the same provided element but must be acceptable to Government.

Manufacturers Information: For each manufactured product provided in this Project, submit three copies of all manufacturers’ printed instructions for delivery, storage, assembly, installation, adjusting, finishing, and usage to the Government. Submit three copies to the CO of any manufacturer’s field report within 30 days of manufacturer’s field visit and observations.

WORK BY GOVERNMENT

The Government reserves the right to accomplish work using Government or Contractor work forces other than those contracted for the Project, as the Government deems necessary or desirable, and so doing will not breach or otherwise violate the Project contract.

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