SOW Replace GATR Generator B2048.pdf
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- Attached to
- Generator Replacement Federal contract opportunity
- Solicitation number
- FA302224R0005
About this file
This document is a Design-Build Statement of Work (SOW) for a project to replace the backup generator serving the Ground Air Transmit Receive (GATR) facility, Building 2048, at Columbus Air Force Base (CAFB) in Mississippi.
The key requirements are to demolish the existing Cummins generator and fuel tank, and install a new 120/208V, 100 KVA Cummins generator, new fuel tank, and new automatic transfer switch. The contractor must perform a load study to size the new generator. The work must comply with all applicable National Electrical Codes and Unified Facilities Criteria. The contractor will be required to provide project planning documents, testing and inspection services, safety and environmental compliance, and turnover documentation upon completion. The period of performance is 180 days. The government will remove fuel from the existing generator prior to the start of work.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA302224R0005 RFIs CE Response.docx | DOCX document | |
| FOUO-Generator Justification and Approval 2112-Signed.pdf | ||
| Solicitation - FA302224R0005.pdf |
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Text version
DESIGN-BUILD STATEMENT OF WORK
PROJECT NUIMBER: EEPZ222373
REPLACE GATR GENERATOR, B2048
COLUMBUS AFB, MISSISSIPPI
03 Apr 24
COLUMBUS AFB, MS EEPZ222373
GATR Generator Replacement
TABLE OF CONTENTS
NOMENCLATURE
1.1 ACRONYMS & ABBREVIATIONS
1.2 BASIC TERMS
DESCRIPTION OF PROJECT
2.1 SUMMARY (EXAMPLE BELOW)
2.2 BACKGROUND .............................................................................. Error! Bookmark not defined.
2.3 SCOPE OF PROJECT
2.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIALS (DETAILS NOT ALWAYS
NECESSARY, IF NOT, SAY THE GOVERNMENT WILL NOT FURNISH ANYTHING FOR THIS
PROJECT; THIS IS AN EXAMPLE BELOW) ............................................... Error! Bookmark not defined.
2.5 SALVAGE (DETAILS NOT ALWAYS NECESSARY, IF NOT, SAY THE GOVERNMENT WILL
NOT SALVAGE ANYTHING FROM THIS PROJECT; THIS IS AN EXAMPLE BELOW)
ADMINISTRATION OF CONSTRUCTION
3.1 PERFORMANCE CAPABILITIES (VERIFY RED TEXT IN THIS SECTION ON EACH PROJECT)
3.2 COMMENCEMENT, PROSECUTION & COMPLETION (PERIOD OF PERFORMANCE IN 4.2.3)
3.3 SCHEDULING
3.4 MANAGING
3.5 MATERIAL SUBMITTALS AND SHOP DRAWINGS
3.6 WORK BY GOVERNMENT
3.7 PRE-FINAL AND FINAL INSPECTION
3.8 WARRANTY
3.9 CONTRACTOR OFFICE
3.10 CONSTRUCTION SITES
3.11 CONSTRUCTION EQUIPMENT
3.12 AVAILABILITY OF UTILITY SERVICES AT JOB SITES
3.13 TEMPORARY UTILITIES
3.14 CONSTRUCTION SECURITY
QUALITY REQUIREMENTS
4.1 QUALITY CONTROL PLAN
4.2 TESTING AND INSPECTION SERVICES
4.3 MANUFACTURERS' FIELD SERVICES
4.4 PRODUCT REQUIREMENTS
4.5 CLOSEOUT PROCEDURES
SAFETY, HEALTH AND ENVIRONMENTAL PROTECTION
5.1 SAFETY AND HEALTH
5.2 GENERAL
5.3 HAZARDOUS MATERIAL
5.4 PROJECT EXECUTION
5.5 HAZARDOUS WASTE GENERATION/DISPOSAL
5.6 RECYCLING
5.7 PROHIBITED MATERIAL/ACTIONS
5.8 SPILLS AND CLEANUP
5.9 AIR CONSIDERATIONS
5.10 AFFIRMATIVE/GREEN PROCUREMENT/BIO-BASED/ENERGY
5.11 ASBESTOS/LEAD BASED PAINT
5.12 DRINKING WATER
5.13 EMS
5.14 HISTORICAL AND CULTURAL ARTIFACTS
5.15 NATURAL RESOURCES
5.16 NOISE
5.17 PESTICIDES/FERTILIZERS
5.18 STORM WATER PROTECTION
5.19 REQUEST FOR CE SERVICE/ACTION/CLEARANCE; AF FORMS 332/813
5.20 TANKS
5.21 LIMITS AND EXCEPTIONS
5.22 LEGAL AUTHORITY
NOMENCLATURE
1.1 ACRONYMS & ABBREVIATIONS
AF Air Force AFI Air Force Instruction AFM Air Force Manual AFUE Annual Fuel Utilization Efficiency AHU Air Handling Unit ATFP Anti-terrorism/Force Protection BCE Base Civil Engineer CAD Computer Assisted (or Aided) Design CAFB Columbus Air Force Base CDs Construction Documents CD-ROM Compact Disk - Read Only Memory CEPM Civil Engineering Project Manager CES Civil Engineering Squadron cfm cubic feet per minute CFR Code of Federal Regulations CHW Chilled Water CMI 14CES Construction Manager Inspector CO Contracting Officer COR Contracting Officer Representative Comm Communications CPM Contractor’s Project Manager CSS Contractor’s Site Superintendent DP Design Professional EMCS Energy Management & Control System EMI Electromagnetic Interference EPA Environmental Protection Agency ETL Engineering Technical Letter FAR Federal Acquisition Regulation FCU Fan Coil Unit FM Factory Mutual
FOD Foreign Object Debris fps feet per second
ft. foot or feet GFCI Government Furnished Contractor Installed gpm gallons per minute Hazmat Hazardous Materials HMW Hazardous Material or Waste HTW Hazardous and Toxic Waste HVAC Heating, Ventilating and Air Conditioning NEC National Electrical Code NTP Notice to Proceed O&M Operation and Maintenance OSP Originally Specified Product PDF Portable Document Format PE Professional Engineer Ph Phase (electrical) PM Project Manager psi pounds per square inch QCP Quality Control Plan RFP Request for Proposal SOW Statement of Work TI Technical Instruction TL Technical Letter TM Technical Manual UFC Unified Facilities Criteria UPS Uninterruptible Power Supply VAV Variable Air Volume V Volts W Watts
1.2 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
2.1 SUMMARY
The Contractor must provide all plant, labor, equipment, transportation, and tools required to complete a full replacement of the backup generator serving the Ground Air Transmit Receive (GATR) facility, B2048 at Columbus AFB. This replacement shall include the 120/208 V, 100 KVA Generator, the fuel tank, and the automatic transfer switch (ATS) acting as the tie between the generator and the facility. The work shall include replacing existing conductor between the generator and the ATS. The Contractor shall perform a load study and size the new generator according to the results of the load study. The generator shall also be Cummins. The ATS shall be 120/208 V and shall be 4 pole. Work being performed shall be compliant with NEC and all applicable UFCs, AFIs. Special attention should be paid to UFC 3-501-01 Electrical Engineering, with Change 2, UFC 3-540-01 Engine-Driven Generator Systems for Prime and Standby Power Applications, with Change 3, and UFC 3-540-07 Operation and Maintenance (O&M): Generators, with Change 1.
2.2 SCOPE OF PROJECT
2.2.1 Demolish existing Cummins generator and attached fuel tank. The generator and fuel tank are to be turned over to government upon demolition. This may include moving the generator and fuel tank to a separate location on Columbus AFB. The contractor shall demolish the existing Cummins automatic transfer switch located in B2048.
2.2.2 Install new 120/208 V Cummins generator. The Contractor shall provide a new ground rod ensure the new generator is properly grounded. The contractor shall install new automatic transfer switch. The new fuel tank for the generator shall be double walled and have a capacity of 1000 gal. Provide shop drawings and clear work schedule prior to installation. The generator shall be provided with a full tank of gas. The contractor shall perform initial startup and initial test run for duration recommended by manufacturer on the new generator prior to hand off to the government. As Built drawings are required upon completion. Prior to final contractor shall walk government through operation and maintenance training required for the generator.
2.2.3 Weekend and after-hours work may be required to prevent interruptions to operations. Start of work shall be coordinated with CE. The government shall remove fuel from generator prior to work start.
2.3 SALVAGE
The generator and fuel tank shall be turned over to the government.
ADMINISTRATION OF CONSTRUCTION
3.1 PERFORMANCE CAPABILITIES
3.1.1 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
1) 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.
2) 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.
3) 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.
3.1.2 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.
3.1.3 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.
3.2 COMMENCEMENT, PROSECUTION & COMPLETION
3.2.1 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.
3.2.2 Contractor must provide a Submittal Log (Schedule of Material Submittals), Progress Schedules, Progress reports and Status Reports.
1) Submittal Log: See Material Submittals and Shop Drawings below.
2) 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.
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.
4) 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.
3.2.3 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 180 days.
3.2.4 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.
3.2.5 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.
3.2.6 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.
3.2.7 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.
3.2.8 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.
3.3 SCHEDULING
3.3.1 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.
3.3.2 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.
3.3.3 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.
3.3.4 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.
3.3.5 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.
3.3.6 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 Day 1 January Martin Luther King’s Birthday Third Monday in January President’s Day Third Monday in February Memorial Day Last Monday in May Juneteenth Day 19 June Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 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.
3.3.7 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.
3.3.8 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.
3.4 MANAGING
3.4.1 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
3.4.2 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.
3.4.3 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
3.5 MATERIAL SUBMITTALS AND SHOP DRAWINGS
3.5.1 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.
3.5.2 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.
3.5.3 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.
3.5.4 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.
3.5.5 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.
3.5.6 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.
3.5.7 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.
3.5.8 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 insure 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.
3.5.9 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.
3.5.10 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.
3.5.11 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.
3.5.12 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.
3.5.13 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.
3.5.14 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.
3.5.15 DD Form 1354: Contractor must submit a completed DD Form 1354, Transfer and Acceptance of Military Real Property to the CO prior to final punch-walk.
3.6 WORK BY GOVERNMENT
3.6.1 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. The Contractor may be required to coordinate work with one or more other Contractors in order to complete the Project.
3.6.2 Contractor must bear responsibility for any existing Government material or equipment to be removed and reinstalled. Contractor must protect against damage or loss any Government equipment remaining at construction sites. Government equipment damaged or lost while stored or moved by Contractor must be replaced by Contractor with equal or better equipment.
3.7 PRE-FINAL AND FINAL INSPECTION
3.7.1 Contractor may request a pre-final inspection purposed to obtain Government assistance in identifying potential problems prior to final inspection. However, any discrepancies identified at the pre-final inspection must be completed before the final inspection, unless waived by the CO. Contractor may request separate pre-final inspections for each phase of the work.
3.7.2 Contractor must schedule final inspection NOT LATER than the contract completion date unless precluded by Government scheduling problems. Before requesting final inspection, Contractor must submit to the CO project close-out documents including: hard-copy and CD-ROM as-built drawings, all test and recycling reports, O&M manuals, DD1354 package, and a quality control (QC) report signed by his Quality Control Manager (QCM) listing any discrepancies. Contractor must submit a written request for final inspection to the CO a minimum of 36 hours prior to the requested inspection date. The request must include certification that Work is complete according to the CDs and ready for CO review. If the CO approves the request, Submit final Payment Application identifying total adjusted Contract Sum, previous payments and payment remaining due.
3.7.3 The QCM, Contractor’s superintendent, and CO will conduct the final inspection. Contractor and subcontractors must correct discrepancies and punch-list items within the time limit specified by the CO.
In undertaking a final inspection, if the Government determines the project unsuitable for final inspection, the CO will end the inspection, and not less than 24-hours must pass before the final is rescheduled. If, due to one or more such terminations, the actual final inspection date is later than the contract completion date, Liquidated Damages (LDs) may be assessed before the rescheduled “final” inspection. Contractor must submit each request for rescheduled final inspection in writing to the CO.
3.7.4 The CMI and CEPM are the designated representatives of the CO for the purpose of technical surveillance of workmanship and inspection of materials for work performed under this contract. This designation in no way authorizes anyone other than the CO to obligate the government to changes in the terms of the contract. All field changes must be approved by the CO prior to accomplishment.
Government inspections or related comments neither constitute QC nor in any way either substitute or supplement Contractor’s QCM responsibility. CMI will conduct inspections, but only the CO may authorize final acceptance.
3.8 WARRANTY
3.8.1 Minimum Installer Qualifications: Prerequisite to all warranty and required on every aspect of this project are demonstrated Minimum Installer Qualifications including: manufacturer certification (if required by manufacturer’s warranty) that the installer is qualified to perform the work specified.
3.8.2 Standard Warranty: Provide a materials and workmanship warranty for all work for not less than one year from time of total project acceptance by the government.
3.8.3 Exceptions to Standard Warranty: Where this SOW requires longer warranties for one or more products or systems, the extended warranties will supersede the Standard Warranty, but in no case will any item in the project be warranted for less than the Standard Warranty. Whenever products or systems offer a warranty greater than the Standard Warranty, Contractor must pass the greater warranty in full to the Government.
3.8.4 Equipment Data:
1) Major Equipment: Provide a list of all equipment furnished and installed under this contract. This list must include each piece of equipment having a serial number. Each listing must positively identify the piece of property by including all the following information as applicable: date installed/replaced, warranty/guarantee expiration date, item installed, type, model, serial number, style, voltage, cycles, horsepower, size, quantity, frame, item cost, item replacement cost, and location of item/equipment. This list must be furnished to the CO as one (1) reproducible and three
(3) copies at the CO’s request any time during the contract
2) Major equipment includes air conditioners, air handlers, transformers, and electric motors, compressors, condensing units, chillers, exhaust fans, generators and transfer switches. Contractor must place an Equipment Warranty sticker on all equipment furnished and installed under this contract.
3) This is not meant to include: light switches, fixtures, relays, valves, and such material items as:
piping, insulation, and minor component parts of larger assemblies.
3.8.5 Contractor and Subcontractors must perform any warranty related work according to all manufacturer specifications and recommendations so as not to reduce or void any warranty. Contractor must transfer all manufacturer warranties to the Government on a submittal AF Form 3000 prior to project closeout.
3.8.6 Emergency Repair: Failure of any mission essential work under warranty constitutes an emergency, and Contractor must complete corrective repair(s) not later than a date to be established by the CO. If not responsive in a timely manner, Contractor may be charged for Government to complete repairs.
3.8.7 Non-Emergency Repair: Contractor must respond within 48-hours and effect corrective action in such timely manner as to minimize down-time and mediate inconvenience to any CAFB employees.
CO’s determination of appropriate time to complete repair(s) governs.
3.8.8 Contractor Non-Responsiveness: If Contractor fails to respond to notifications, the CO will find repair methods and seek restitution through legal means, including through Contractor bonding agents.
3.9 CONTRACTOR OFFICE
3.9.1 No CAFB building will be available for Contractor who requires a temporary office on CAFB. At the Pre-Construction Conference, the CO will designate a site for Contractor’s installation of a temporary office on CAFB (not less than 30’ from existing structures). Proposed improvements including extensions of utility lines into this area must be approved by the CO prior to installation. Contractor must bear all expenses of these improvements and temporary office. Prior to contract completion, remove buildings, foundations, and utility services and restore all areas thereby affected to their original condition.
3.9.2 Contractor’s office must be a weather tight standard manufactured structure securely fixed to foundations, with steps and landings at entrance doors, having a clean appearance and color that are aesthetically acceptable to the CEPM with no patches, broken windows, dirt, rust, etc. with trailers having skirts to grade. Contractor must bear the responsibility and expense for all site work and setup.
3.9.3 Provide and maintain the office with services and equipment including working HVAC equipment to automatically maintain 68º heating and 76º cooling, electric lighting, electrical receptacles, fire extinguishers, and adequate lighting (50 fc at desk top height).
3.9.4 Provide office with items including a facsimile machine, Email address, and telephone service (may be cell) so Contractor employees may be contacted at all times during normal duty hours. Provide CO with an emergency phone number so Contractor can be reached at all other times. All installation, connection and operation costs of these items including utilities, phone, computer, and internet and office security must be provided at Contractor’s expense. All on-base connections may be coordinated and monitored by the CO.
3.9.5 Contractor must furnish its own housekeeping and janitorial services for office space. At all times maintain in clean and orderly appearance the interior and exterior of Contractor base office. Trees and shrubs must be kept trimmed and regular mowing must keep grass and other ground cover to not more than 4” height.
3.9.6 Contractor must provide a commercially produced white painted metal job sign on the office bearing Contractor’s name and project name in four-inch high black lettering.
3.10 CONSTRUCTION SITES
3.10.1 Temporary Power: Provide all necessary electrical connections including temporary transformers, utility poles, cable, weather-heads, panels, and any other electrical items needed for construction. Final electrical hookup must be done after approval of the Contracting Officer, and with a minimum written twenty-one (21)-day notification of hookup. All electrical work must conform to the latest editions of the National Electrical Code (NEC) and the National Electrical Safety Code (NESC). Any hookups to the exterior electrical system (anything outside building demarcations) will be done by or under the inspection 4-County. Requests for any exterior work must be submitted to the 14CES Electrical COR not less than 21-days in advance. Holidays are not included in the 21-days.
3.10.2 Neat and Orderly: Maintain construction sites neat, clean, and orderly. At each day’s end collect job site debris, waste, and rubbish, and dispose of properly and remove tools and equipment from passageways. Do not leave or enclose debris, waste or rubbish in pipe chases, plenums, attics, or other closed or remote spaces. Contain dust within project site (plastic barriers) and prevent it from moving into occupied areas. Broom and vacuum interior areas prior to start of surface finishing, and keep dust away from finishes. Contractor must bear final clean-up costs. At end of project, return all construction-affected non-project elements to original condition (including accesses, grass, dirt, sprinkler systems, etc.).
3.10.3 Prevent pests and insects from entering the building renovation areas. Keep all facilities, equipment, and vehicles fully serviced and usable. Immediately remove from site rusted, broken, torn, bent, or otherwise objectionable elements, equipment, material, dumpsters or vehicles. Only normal operator maintenance on Contractor vehicles is allowed on site. Maintain trees and shrubs trimmed, grass regularly mowed and other ground cover not exceeding 4” in height. Clippings or mowing debris must not at any time be allowed to accumulate. If the CO determines the site is unsafe due to clutter or debris, the CO may immediately halt construction and the site must be cleaned by Contractor without delay to the project deadline.
3.10.4 Parking: As approved by the CMI, locate temporary Contractor parking and restrict construction parking to these areas only. Do not allow heavy vehicles, construction equipment or staging in parking areas. Keep parking areas free from mud, dirt, snow, ice, etc. Repair damaged paving including air breaks, potholes, low areas, standing water and other deficiencies, to maintain paving and drainage in their original condition. Repair all adjacent areas damaged by use of parking, to their original condition.
3.10.5 Noise Control: Contractor must comply with all applicable state and local laws, ordinances, and regulations relative to noise control. The Government may require that operations that generate excessive noise be scheduled at other than standard work hours.
3.10.6 Site Storage: As approved by the CMI, locate an exterior area to store all equipment and supplies in a manner that precludes theft or damage of any kind (including mechanical and climatic). Stored materials must be sorted, separated and neatly stacked to protect materials from wind, rain, and contact with ground. Provide adequate lighting for inspection of materials and products. Equipment and vehicles must be located in one area of the site. Contractor must provide a new six-foot high chain-link security fence (and an optional top outrigger of three-strand barbed wire) with vehicular and pedestrian gate(s) with locks. Keep vegetation clear from the fence at all times.
3.10.7 Dumpsters: Trash, debris or other refuse within the work areas must not be visible, but must be fully placed into (never overflowing) approved dumpsters or other manufactured disposal receptacles.
Place receptacles within work areas, inconspicuous from the main roads, as approved by the CMI.
Refuse from the project must not be dumped into government dumpsters. Construction refuse found in government dumpsters must immediately be removed either by Contractor or by the CAFB at Contractor’s expense as directed by the CO. Before the end of project and prior to final inspection, the receptacles must be removed by Contractor who must restore exposed dumpster-covered surfaces to equal or exceed their original condition.
3.10.8 Hauling Trash and Debris: Contractor must dispose of all trash and debris via sanitary landfill or other approved method conforming to all local, state, and federal guidelines and regulations. All refuse removal trucks must be covered and secured prior to leaving job sites. If any materials fall from the trucks, they must be stopped and reloaded to prevent falling debris. Contractor must bear all liability for any damage or injury resulting from falling debris. Certified dump tickets, including cost, for all waste disposals marked with the project number must be submitted to the CO for all waste disposals.
3.10.9 Access and Haul Routes: Propose and obtain prior CO approval for hauling and site access thoroughfares and confine construction traffic to these routes. Provide traffic control at CO designated areas of haul routes to minimize interference with normal CAFB traffic. Off-site streets and parking lots soiled by mud, dirt, debris, foreign objects, or spills caused by Contractor must be cleaned off the same day. Keep parking aprons used as access to work or staging areas clean and clear of all foreign objects and debris at all times.
3.10.10 Vehicular Access: Build any necessary temporary all-weather access roads from existing pavement to serve construction areas, of width and load bearing capacity to provide unimpeded construction traffic with prior approval of the CO. Provide and maintain 20 foot wide driveways with unimpeded access to fire hydrants, control valves and for emergency vehicles. Remove mud from vehicles before they enter paved areas.
3.10.11 Concrete Truck Cleaning: CAFB has no approved concrete truck clean-out sites. Washing-out of on-site concrete trucks may be done only into Contractor-owned dumpsters. If concrete trucks are cleaned out anywhere else on base, clean-up charges will be billed back to Contractor.
3.10.12 Trees, Shrubs, and Hedges and other Plants: Provide barriers to prevent injury to any plant not designated for removal within or near the project site or haul routes. Do not fasten ropes or cables to any existing trees. Vehicles or equipment must never be driven or parked within the drip line of any tree.
Obtain written approval from the CO before removing or pruning any plant. Smaller plants including shrubs, hedges or trees damaged during construction, must be replaced with plants of equal size, type, and value with a one-year warranty at no expense to the Government. Larger trees damaged during construction must be recompensed with a number of smaller trees with an aggregate area of noon-shade equal to the larger tree. Damaged or destroyed plants must be replaced between 1 November and 1 April.
3.10.13 Special Excavation Requirements: Contractor must obtain a permit (AF Form 103) prior to any excavation and must provide drawings showing exact location and description of the proposed excavation.
The Government will help the CPM/QCM obtain excavation permits. The government will make a reasonable effort to locate and identify buried lines. “In the area” means “three (3) feet in all directions”, except when the CO indicates otherwise. Any lines flagged or painted on-site or identified on the drawings or digging permit must be avoided by Contractor whenever possible.
Extra care must be taken when work is near marked underground lines and, if these lines are broken Contractor must bear all excavation or repair expenses.
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