Attachment 13 MXRD150009_IFC_SPECIFICATIONS 30JAN2025_SEED PROJECT.pdf
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- Solicitation number
- FY25MACC
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This document is a Request for Proposals (RFP) for a Multiple Award Construction Contract (MACC) Indefinite Delivery Indefinite Quantity (IDIQ) contract issued by the Department of the Air Force Materiel Command Lifecycle Management Center. The competitive small business set-aside solicitation seeks up to three small business contractors to perform maintenance, sustainment, repair, and minor construction projects at various Air Force installations in Massachusetts and New Hampshire, with an anticipated contract ceiling of approximately $71.8 million.
The specific Task Order #02 focuses on the B1106 Conference Center HVAC project, with a construction magnitude between $1-5 million. The contract will have a 5-year ordering period with an anticipated award date of September 2025, and task orders can be placed during this period with project completion allowed up to two years after the ordering period ends. Proposals are due by June 27, 2025, at 3:00 PM EDT, with a 120-day validity period. Offerors must submit documentation to the specified Air Force contracting personnel, with the primary NAICS code being 236220 (Commercial and Institutional Building Construction) and a size standard of $45 million.
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SMMA
1000 Massachusetts Ave.
Cambridge, MA 02138
Project Manual Rpr (Replace) Air Conditioning Unit, Conference Center, B1106
Hanscom Air Force Base, MA
MXRD 15-0009
ISSUE FOR CONSTRUCTION
01/30/2025
SEALS PAGE
00 01 07 - 1
SEALS PAGE
Architect: Project:
Symmes Maini & McKee Associates, Inc. Rpr (Replace) Air Conditioning Unit
Conference Center, B1106 1000 Massachusetts Avenue Hanscom Air Force Base, MA Cambridge, MA 02138 617-547-5400
ARCHITECTURE STRUCTURAL
Michael E. Bouchard Reg No. 20769
Brett Wilkinson Reg No. 48715
ELECTRICAL MECHANICAL
Rafael Gurevich Reg No. 35460
Andrew K. Oldeman Reg No. 42508
Rpr (Replace) Air Conditioning Unit MXRD 15-0009 Conference Center, B1106 ISSUE FOR CONSTRUCTION
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 16 CONSTRUCTION PROGRESS SCHEDULES (NAS) - DESIGN-BID-BUILD
01 33 00 SUBMITTAL PROCEDURES - DESIGN-BID-BUILD
01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING -
DESIGN-BID-BUILD
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00 QUALITY CONTROL - DESIGN-BID-BUILD
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 78 24.00 10 FACILITY DATA REQUIREMENTS
01 91 00 BUILDING COMMISSIONING - DESIGN-BID-BUILD
01 99 00 SUSTAINMENT MANAGEMENT SYSTEMS
DIVISION 02 - EXISTING CONDITIONS
02 41 00 SELECTION DECONSTRUCTION AND SALVAGE
02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
02 82 00 ASBESTOS REMEDIATION
DIVISION 03 - CONCRETE
03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 05 20 POST-INSTALLED CONCRETE AND MASONRY ANCHORS
05 12 00 STRUCTURAL STEEL
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 27 19.01 SELF-ADHERING AIR BARRIERS
07 54 19 POLYVINYL-CHLORIDE ROOFING
07 60 00 FLASHING AND SHEET METAL
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 71 00 DOOR HARDWARE
PROJECT TABLE OF CONTENTS Page 1
DIVISION 09 - FINISHES
09 22 00 SUPPORTS FOR GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 51 00 ACOUSTICAL CEILINGS
09 90 00 PAINTS AND COATINGS
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 01 30.41 HVAC SYSTEM CLEANING
23 05 48.19 BRACING FOR HVAC
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 08 00 COMMISSIONING OF MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS
23 23 00 REFRIGERANT PIPING
23 30 00 HVAC AIR DISTRIBUTION
DIVISION 25 - INTEGRATED AUTOMATION
25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING
25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND
INTEGRATION
DIVISION 26 - ELECTRICAL
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 31 13 CHAIN LINK FENCES AND GATES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Salvage Plan ; G
AF 103 ; G
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work covered by these drawings and spefifications includes the replacement of existing HVAC units AC-1 and AC-4, and controls for all HVAC units in Building B1106 (Conference Center). Related work includes the demo of the existing AC-4 mechanical closet and rebuilding larger mechanical closet for increased clearances around the mechanical equipment. Finishes are to match existing walls and doors. Two new (mechanical) ducts will pass through new structurally reinforced roof openings to provide supply outdoor air from above the roof. Remove and infill existing louvers at grade with matching wall assembly.
Facility is an active conference center, all work must be coordinated with facility occupancy schedule(variable), any system outages will not impact functionality of existing equipment. Any outages required during occupied times will be offset by temporary systems. Refer to 01 14 00 for additional outage guidance.
New controls system will be compatible with the Air Force Community of Interest Network (COIN). Coordinate COIN cybersecurity requirements with the government. New controls systems must be compatible with the existing base wide UMCS system, Johnson Controls Inc (JCI) Metasys BACnet MS-TP.
The new HVAC SNE controller must be installed prior to removal of the existing NAE JCI controller.
The HVAC controls system will connect to the existing UMCS system with the front end located in building B1813.
The contractor is responsible for providing a phasing plan and work schedule as indicated in these specifications.
The process below indicates sequence of work. The contractor is responsible for means and methods of construction.
PREPARED BY: SECTION 01 11 00 Page 1
a. Perform baseline Testing and Balancing on all existing HVAC units, in accordance with 23 05 93 .
b. Perform construction work and controls replacement as indicated in the drawings and specifications. Areas of work have tested positive for abestos, abate per requirements indicated in this project, and all federal, state and local regulations.
c. Test, Balance and Commission all units and controls. Ensure complete functionality of system to match existing functionality. No deficiencies, local to the building or equipment to be commissioned, are acceptable upon completion of the commissioning process. Perform commissioning as required by 01 91 00.
d. Interface new SNE controller into UMCS system. Commission interface and functionality against UMCS system operations. Coordinate cutover process with the government, and ensure entire system functionality and cybersecurity criteria are complied with.
Coordinate each unit’s downtime and schedule impact with the government, building mission may impact work and commissioning schedule.
1.2.2 Location
The work is located at Building 1106, Hanscom AFB, Massachusetts, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.3 OCCUPANCY OF PREMISES
Building(s) will be occupied during performance of work under this Contract.
Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.
1.4 EXISTING WORK
In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.5 Building Services
1.5.1 Phasing and Temporary Services
The contractor is responsible for coordination of all phasing and required temporary construction and services with the Contracting Officer. Provide
PREPARED BY: SECTION 01 11 00 Page 2 backup utilities for outages during occupied times to eliminate impact to the building occupants and operations.
The contractor is responsible for ensuring the operations and functionality of the facility during the duration of the work. Inform the contracting officer of required outages as indicated in 01 14 00 Work Restrictions
Systems Labeling and Marking
Provide identification tags made of brass, engraved laminated plastic, or engraved anodized aluminum, indicating service and item number on all systems throughout the work. Existing to remain systems impacted by the work are to be surveyed and labeled during construction when accessible.
Provide marking that is clearly visible to qualified persons before examination, adjustment, servicing, or maintenance of the equipment.
Document systems labeling requirements in all applicable specifications.
Provide systems labeling information to the Government for review and approval prior to enclosure of systems behind permanent construction.
1.5.2 Elimination of Splicing
Any cable, including but not limited to, fiber optic, electrical, HVAC control, or otherwise, cut during construction, shall be replaced in its entirety from source to termination point.
1.6 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.
Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.
Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.6.1 Notification Prior to Excavation
Notify the Contracting Officer at least 48 hours prior to starting excavation work.
1.7 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located
PREPARED BY: SECTION 01 11 00 Page 3 located on the installation in which the work was performed.
Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 DIG SAFE
The contractor shall submit a fully coordinated Air Force Form 103 ( AF 103 ), Base Civil Engineer Work Clearance Request, to CE Customer Service at least 14 calendar days prior to any proposed excavation.
3.1.1 Air Force Form 103, Base Civil Engineer Work Clearance Requests Instructions.
3.1.1.1 Block 1
Contractor shall provide a description of the location to be marked. The Work Order number can be requested from the Project Manager, and the area of work shall be clearly staked or marked.
3.1.1.2 Block 2
Based on the project details the contractor shall check the appropriate boxes.
3.1.1.3 Block 3
Enter the date the clearance is required, it should be no less than 14 calendar days from the date submitted to the Government.
3.1.1.4 Block 4
Will be completed by the Government.
3.1.1.5 Block 5
Contractor signature.
3.1.1.6 Block 6
The number entered will be the number called if the Government has questions on the AF 103 or to notify the Contractor that the AF 103 is complete.
3.1.1.7 Block 7
Enter the Prime Contractor's name.
PREPARED BY: SECTION 01 11 00 Page 4
3.1.1.8 Block 8
Civil Engineering will complete items A, B, C, D, E, F, and G.
3.1.1.9 Block 8H
The Contractor shall coordinate with Hanscom Fire Department in Building 1721. Coordination is required before the AF 103 is submitted to CE Customer Service.
3.1.1.10 Block 9
The Contractor shall coordinate with the Hanscom Security Police in Building 1725. Coordination is required before the AF 103 is submitted to CE Customer Service.
3.1.1.11 Block 10
The Contractor shall coordinate with the Hanscom Safety in Building 1721, 2nd Floor. Coordination is required before the AF 103 is submitted to CE Customer Service.
3.1.1.12 Block 11
The Contractor shall coordinate with the Hanscom Communications Directorate in Building 1726. Coordination is required before the AF 103 is submitted to CE Customer Service. Contractors shall place AF 103's in the drop box located near the main entrance to B1726. The Hanscom Communications Directorate will call the number listed in Block 6 when the submitted AF 103 is complete and ready for pickup. Pickups will be by appointment only.
3.1.1.13 Block 15
Hanscom AFB will only mark Air Force owned utilities. Hanscom AFB does have commercial utility providers located on base. As such the Contractor is required to follow all Massachusetts Dig Safe procedures. Enter into Block 15 the Dig Safe Reference number.
3.1.1.14 Block 16 & 17
To be completed by the Government.
3.1.2 Electronic Copy of Air Force Form 103 (AF 103)
An electronic copy of the Air Force Form 103 (AF 103), Base Civil Engineer Work Clearance Request can be found at www.e-publishing.af.mil.
3.1.3 Submission Requirements
Submit completed and fully coordinated AF 103's to CE Customer Service located in Building 1810 or submit them electronically by email to 66.ABG.CE.Requests@us.af.mil and courtesy copy the Project Manager.
-- End of Section --
PREPARED BY: SECTION 01 11 00 Page 5
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PREPARED BY: SECTION 01 11 00 Page 6
SECTION 01 14 00
WORK RESTRICTIONS
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING . Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Request for Utility Shutdown or Building Interruption ; G
Schedule Of Anticipated Utility And Building Interruptions ; G
Schedule of Anticipated Road Closures or Traffic Impacts ; G
Request for Road Closure or Traffic Impact ; G
List of Contact Personnel ; G
Requests for DBIDS ; G
Traffic Control Plan
1.2 SPECIAL SCHEDULING REQUIREMENTS
The facility will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.
1.2.1 Concrete & Asphalt Deliveries
a. Concrete and asphalt deliveries are considered time sensitive and special base access procedures have been developed to expedite base access.
b. For deliveries involving nine (9) or less trucks provide the Government Project Manager at least 14 calendar day notice of the expected delivery. At least 5 working days prior to the delivery provide a list of drivers to include first name, last name, date of birth, driver's license number, and state of issue. During the day of delivery, drivers shall proceed to the front of the inspection line at the Commercial Vehicle Inspection Area.
c. For deliveries involving ten (10) or more trucks provide the Government Project Manager at least 21 calendar day notice of the
PREPARED BY: SECTION 01 14 00 Page 1 expected delivery. At least 5 working days prior to the delivery provide a list of drivers to include first name, last name, date of birth, driver's license number and state of issue. If Security Forces staffing permits, Gate 2 can be opened to expedite the processing of vehicles. If Gate 2 cannot be opened, during the day of delivery, drivers shall proceed to the front of the inspection line at the Commercial Vehicle Inspection Area.
d. Only drivers submitted on the list of drivers and cleared by Security forces will be permitted to enter the installation using the expedited base access procedure.
e. Immediately Notify the Government Project Manager of any changes in the delivery schedule. Changes in the delivery schedule may negate the use of Gate 2.
1.3 CONTRACTOR ACCESS AND USE OF PREMISES
1.3.1 Activity Regulations
Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.
1.3.1.1 Subcontractors and Personnel Contacts
Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
1.3.1.2 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.
1.3.2 Working Hours
Regular working hours are between 7:30 a.m. and 4:30 p.m., Monday through Friday, excluding Saturday, Sunday, and Government holidays.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application as shown below to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or
PREPARED BY: SECTION 01 14 00 Page 2 on Saturdays, Sundays, and Government holidays unless directed otherwise.
1.3.4 Occupied Building(s)
The Contractor shall be working in or around existing buildings which are occupied. Do not enter the building(s) without prior approval of the Contracting Officer.
The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.
Provide dust covers or protective enclosures to prevent dust or debris from the work area to occupied areas of the facility. In the event that dust or debris does migrate outside of the work area, the contractor shall clean the affected areas within 24 hours at the contractors expense.
Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in their original location(s) upon completion of the work. If equipment is left in place protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.
1.3.5 Utility Cutovers and Interruptions
Utility or building service interruptions, longer than four (4) hours, which will reduce operational capabilities of the facility, as determined by the government, must be performed after hours or supplemented with ancillary services provided by the contractor.
a. A building interruption is any activity that affects the users ability to continue operations in the facility. Examples include utility outages, HVAC outages, fire alarm testing, and closure of areas outside of the work area.
b. Perform utility cutovers and building interruptions after normal working hours or on Saturdays, Sundays, and Government holidays.
Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.
c. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
d. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, steam and condensate, and chilled water are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.
e. Operation of Base Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.
f. All utilities required for this contract will be the responsibility of the contractor. The contractor shall provide all labor and materials for the connection and disconnection of utilities as well as all required coordination with the relevant utility providers.
PREPARED BY: SECTION 01 14 00 Page 3
g. The contractor shall submit a schedule of anticipated utility and building interruptions within seven (7) calendar days of NTP. This schedule shall be separate from any other construction schedule otherwise required. Each requested shutdown shall have listed:
(1) Anticipated date;
(2) Approximate duration;
(3) List of buildings (or parts of buildings) and other facilities affected;
(4) Reason for the shutdown (work to be accomplished during the shutdown).
h. Fourteen (14) calendar days prior to each required shutdown or building interruption, the contractor shall submit a request for utility shutdown or building interruption . A thirty (30) day notification is required for electrical power shutdown that affects the Sagamore Hill Solar Observatory, Bldgs 1607, 1435 and 1646. This request shall include the information listed above, plus the proposed start time and duration of the shutdown.
i. Seventy-Two (72) Hours prior to the outage the contractor must confirm the outage is still planned and coordinate delivery and install of any temporary services needed to cover service disruptions.
1.3.5.1 Traffic Interruptions
a. The contractor shall coordinate all traffic impacts with the Government Representative. It is the intent of this contract for all work to be performed in an orderly manner with minimum disturbance and inconvenience to vehicular and pedestrian traffic. Access for fire protection shall be maintained at all times. The contractor shall coordinate and provide work zone traffic control.
b. The contractor shall submit a schedule of anticipated road closures or traffic impacts within seven (7) calendar days of NTP. This includes full road closures, partial road closures, driveway access restrictions, and impacts to parking areas. Complete road closures will only be granted if in the opinion of the Government an adequate detour route can be identified. For planning purposes the contractor should plan on partial road closures only. This schedule shall be separate from any other construction schedule otherwise required.
Each request shall have listed:
1. Anticipated date & time of impact;
2. Approximate duration;
3. List of roads, facilities, and parking areas affected;
4. Reason for the shutdown (work to be accomplished during the shutdown).
c. Twenty one (21) calendar days prior to each required road closure or traffic impact, the contractor shall make a specific request for road closure or traffic impact . This request shall include the information
PREPARED BY: SECTION 01 14 00 Page 4 listed above, plus a Traffic Control Plan . The Traffic Control Plan must comply with the most recent edition of the Manual on Uniform Traffic Control Devices.
d. No traffic impacts will be permitted at the Ruiz (Gate 4) or Sartain (Gate 1) gates during peak traffic times:
1. Peak AM Traffic: 0600 to 0830
2. Peak PM Traffic: 1500 to 1700
1.4 SECURITY REQUIREMENTS
1.4.1 Installation Access
a. All Contractor personnel needing to access Hanscom AFB or any of the sites included under this contract must obtain a Defense Biometrics Identification System (DBIDS) card or a Visitor Pass.
b. The Contractor shall identify personnel to obtain DBIDS cards with sponsorship in order to sponsor personnel and subcontractors onto the Installation. Contractor will be responsible to sponsor all personnel required to complete the project.
c. DBIDS cards can be issued for periods not to exceed twelve (12) months and Visitor Passes can be issued for up to thirty (30) calendar days.
DBIDS cards will only be issued to Contractor personnel who will be on base for ninety (90) consecutive calendar days or more.
d. Participation in the DBIDS is not mandatory, and Contractor personnel may continually apply for Visitor Passes via an authorized sponsor at the Base Visitor Control Center.
e. No fees are associated with obtaining a DBIDS credential.
1.4.1.1 Requests for DBIDS
a. Submit to the Contracting Officer a letter on company letterhead signed by the Contract Manager (Name of individual should be included on the List of Contract Personnel), providing the Last Name, First Name, Middle Initial, email address, and Date of Birth of personnel that the Contractor is requesting DBIDS for.
(1) Letter should indicate which personnel are requesting sponsorship authority.
(2) The Government reserves the right to limit the number of DBIDS credentials that include sponsorship.
b. The Government Approval Authority will email the HAFB Form 66, Application for DBIDS Identification Credential and a DoD Safe Drop Link to each of the individuals listed.
c. Each person requesting a DBIDS credential must
(1) Completely fill out and sign the HAFB Form 66, Application for DBID Identification Credential. The requestor may leave the Social Security Number (SSN) blank when submitting for approval.
However, when the requestor presents the application for
PREPARED BY: SECTION 01 14 00 Page 5 processing they must enter their SSN at that time.
(2) Each application shall be a separate file.
(3) Use the following file naming convention:
DBIDS - Last Name.pdf
(4) Submit the file to the Approval Authority using the provided DoD Safe Drop Link.
(5) Upon approval the completed application will be returned to the requestor via DoD Safe. The completed application shall be taken to the Visitors Center for processing.
d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.
1.4.1.2 DBIDS Eligibility Requirements
a. Throughout the length of the contract, the Contractors' employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.
b. An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification. The Government is the final authority.
1.4.1.3 DBIDS Notification Requirements
a. Immediately report instances of lost or stolen badges to the Contracting Officer.
b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:
(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.
(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.
1.4.1.4 Visitor Passes
Personnel applying for Visitor Passes at the Base Visitor Control Center are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred.
PREPARED BY: SECTION 01 14 00 Page 6
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
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PREPARED BY: SECTION 01 14 00 Page 8
SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Earned Value Report ; G
SD-07 Certificates
Interim DD Form 1354 ; G
1.3 EARNED VALUE REPORT
1.3.1 Data Required
This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Earned Value Report (Construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.
1.3.2 Payment Schedule Instructions
Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.
PREPARED BY: SECTION 01 20 00 Page 1
For Fast-Tracked or Critical Path Submittals of construction projects, the Earned Value Report must include detailed construction line items for each fast-tracked/ critical path phase(s), submitted to and accepted by the Contracting Officer during the Post Award Kickoff Meetings and confirmed prior to starting construction work in that phase.
Additionally, the Earned Value Report must be separated as follows:
a. Primary Facilities Cost Breakdown:
Defined as work on the primary facilities out to the 5 foot line.
Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.
b. Supporting Facilities Cost Breakdown:
Defined as site work, including incidental work, outside the 5 foot line.
1.3.3 Real Property Assets
The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre-Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.
Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.
Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.
Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.
Cost data accumulated under this section are required in the preparation of DD Form 1354.
1.3.4 Schedule Requirements for HVAC TAB
The field work requirements in Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are as follows:
a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify
PREPARED BY: SECTION 01 20 00 Page 2 any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. Submit the resulting findings to the Government to allow correction of the design. The progress payment will not be issued until the report is reviewed and approved.
b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report must contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.
c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data must be collected for one seasonal condition (either summer or winter depending on project timing).
d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.
e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.
f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. Compile this data into a report and submit to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.
1.4 CONTRACT MODIFICATIONS
In conjunction with the Contract Clause "DFARS 252.236-7000 Modification Proposals-Price Breakdown", and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the
EP 1110-1-8 .
1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT
1.5.1 Content of Invoice
Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.
PREPARED BY: SECTION 01 20 00 Page 3
a. Completed Application for Payment. The Application for Payment shall include certification by Contractor and Quality Control (QC) Manager.
The Application for Payment is available in electronic format upon request.
b. The Earned Value Report from the cost-loaded NAS, showing in detail:
the estimated cost, percentage of completion, and value of completed performance.
c. Monthly Work-hour report.
d. Updated Construction Progress Schedule and tabular reports required by the contract.
e. Contractor Safety Self Evaluation Checklist.
f. Updated submittal register.
g. Solid Waste Disposal Report, updated for the invoice period and Waste Ticket.
h. Certified payrolls.
i. Updated testing logs.
j. Other supporting documents as requested.
Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.
1.5.2 Submission of Invoices
If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.
1.5.3 Final Invoice
a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.
b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.
PREPARED BY: SECTION 01 20 00 Page 4
c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.
1.6 PAYMENTS TO THE CONTRACTOR
Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.
1.6.1 Obligation of Government Payments
The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR
32.103 Progress Payments Under Construction Contracts:
a. Reasonable deductions due to defects in material or workmanship;
b. Claims which the Government may have against the Contractor under or in connection with this Contract;
c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and
d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.
1.6.2 Payment for Onsite and Offsite Materials
Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:
a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.
b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.
c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.
Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title
PREPARED BY: SECTION 01 20 00 Page 5 requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.
d. Materials are adequately insured and protected from theft and exposure.
e. Provide a written consent from the surety company with each payment request for offsite materials.
f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.
g. Materials in transit to the job site or storage site are not acceptable for payment.
PART 2 PRODUCTS
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PART 3 EXECUTION
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PREPARED BY: SECTION 01 20 00 Page 6
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
View Location Map
Progress and Completion Pictures
SD-04 Samples
Color Boards ; G
1.3 COLOR BOARDS FOR AIR FORCE PROJECTS
Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board.
If more space is needed, more than one board per set may be submitted.
Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.
1.4 VIEW LOCATION MAP
Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as
PREPARED BY: SECTION 01 30 00 Page 1 required if the locations are moved.
1.5 PROGRESS AND COMPLETION PICTURES
Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit digital photographs via the DoD Safe file transfer site each month as part of monthly invoice. Indicate photographs demonstrating environmental procedures. Name each file to indicate its location on the view location sketch. Also provide the view location sketch each month as part of the digital file transfer. Include a date designator in file names.
Photographs provided are for unrestricted use by the Government.
1.6 MINIMUM INSURANCE REQUIREMENTS
Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by law.
1.7 SUPERVISION
1.7.1 Superintendent Qualifications
Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.
For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.
1.7.2 Minimum Communication Requirements
Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.
1.7.3 Duties
The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The
PREPARED BY: SECTION 01 30 00 Page 2 superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.
1.7.4 Non-Compliance Actions
The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.
Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.
1.8 PRECONSTRUCTION MEETING
Immediately after award of a Design-Bid-Build project or upon completion of design and design acceptance by the government for a Design-Build project, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The Preconstruction Meeting must take place within 30 calendar days prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to:
daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.
1.8.1 Attendees
Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.
1.9 FACILITY TURNOVER PLANNING MEETINGS (RED ZONE MEETINGS)
Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client.
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