1_NIFC_415-MNT_Replace_DRAFT_SPECS_1.pdf
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- NIFC Building 415 Replacement Industry Day Federal contract opportunity
- Solicitation number
- 140L0626R0003
About this file
This is a comprehensive set of construction specifications and contract documents for the NIFC 320-SGE (Sage) Building Replacement Project, a new facility being constructed at the National Interagency Fire Center in Boise, Idaho. The document is dated September 2025 and includes 100% construction specifications for all building systems and site improvements.
The project specifications detail requirements for all major construction divisions including concrete work (forming, reinforcing, and cast-in-place concrete), masonry (unit masonry and veneer), structural and miscellaneous steel, metal fabrications, roofing systems (TPO thermoplastic polyolefin membrane), exterior wall panels, sheet metal flashing, thermal insulation, air barriers, electrical systems, HVAC, plumbing, fire suppression, communications infrastructure, and site work including earthwork, paving, and utilities. Key quality assurance requirements mandate contractor use of AISC-certified erectors for structural steel, FM Approvals or UL-certified firestop contractors, and various product certifications from qualified testing agencies. The specifications establish specific performance standards including wind-uplift resistance testing per ANSI/SPRI/FM 4435/ES-1 for roofing components, air infiltration limits, water penetration resistance, and fire-resistance ratings. Construction timeline requirements include submittal procedures with 15-day review periods for action submittals, a minimum 15-day startup and testing period, and up to 30 days for punch list completion. Warranties required include a 30-year special warranty from the roofing manufacturer, 20-year finish warranties for metal components, 25-year warranties for fiber-cement siding, and 5-year warranties from the roofing system installer. The government will occupy adjacent facilities throughout construction, necessitating coordination to minimize operational disruptions, with work restricted to 7:00 a.m. to 6:00 p.m. Monday through Friday.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Industry_Day_Invite_1.pdf | ||
| NIFC_PUBLIC_PARKING_Map_1.pdf | ||
| 2_NIFC_415-MNT_Replace_DRAFT_DWGS_1.pdf | ||
| 3_NIFC_415-MNT_Replace_415-MNT_DEMO_DRAFT_SPECS_1.pdf | ||
| 4_NIFC_415-MNT_Replace_415-MNT_DEMO_DRAFT_DWGS_1.pdf |
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Text version
DRAFT
U.S. Department of the Interior Specifications 100% Construction Documents Resubmittal
September 2025
Project Name: NIFC 320 SGE Location: Boise, ID Project Number: 070117.024 Contract Number: 140L0622D0002
LBYD Federal, LLC
Shelby Stuart Text Box
DRAFT - NOT FOR CONSTRUCTION
THIS PAGE HAS BEEN LEFT INTENTIONALLY BLANK.
Division Section Title Pages
SPECIFICATIONS GROUP
General Requirements Subgroup
DIVISION 01 - GENERAL REQUIREMENTS
011000 SUMMARY 3
012000 UNIT PRICES AND SCHEDULE OF VALUES 5
013200 CONSTRUCTION PROGRESS DOCUMENTATION 4
013300 SUBMITTAL PROCEDURES 8
014000 QUALITY REQUIREMENTS 9
015000 TEMPORARY FACILITIES AND CONTROLS 18
016000 PRODUCT REQUIREMENTS 5
017300 EXECUTION 11
017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 10
017700 CLOSEOUT PROCEDURES 5
017823 OPERATION AND MAINTENANCE DATA 6
017839 PROJECT RECORD DOCUMENTS 3
019113 GENERAL COMMISSIONING REQUIREMENTS 18
Facility Construction Subgroup
DIVISION 02 - EXISTING CONDITIONS
024116 STRUCTURE DEMOLITION 6
DIVISION 03 - CONCRETE
031000 CONCRETE FORMING AND ACCESSORIES 8
032000 CONCRETE REINFORCING 6
033000 CAST-IN-PLACE CONCRETE 38
DIVISION 04 - MASONRY
042200 CONCRETE UNIT MASONRY 10
042613 MASONRY VENEER 12
DIVISION 05 - METALS
051200 STRUCTURAL STEEL FRAMING 5
052100 STEEL JOIST FRAMING 5
053100 STEEL DECKING 5
055000 METAL FABRICATIONS 7
055116 METAL FLOOR PLATE STAIRS 9
055213 PIPE AND TUBE RAILINGS 10
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
061000 ROUGH CARPENTRY 5
061600 SHEATHING 4
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071113 BITUMINOUS DAMPPROOFING 3
072100 THERMAL INSULATION 5
072726 FLUID-APPLIED MEMBRANE AIR BARRIERS 7
074213.13 FORMED METAL WALL PANELS 10
074293 SOFFIT PANELS 8
074646 FIBER-CEMENT SIDING 4
075423 THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING 16
076200 SHEET METAL FLASHING AND TRIM 12
077100 ROOF SPECIALTIES 10
077200 ROOF ACCESSORIES 8
078413 PENETRATION FIRESTOPPING 8
078443 JOINT FIRESTOPPING 7
079200 JOINT SEALANTS 8
079219 ACOUSTICAL JOINT SEALANTS 4
DIVISION 08 - OPENINGS
081113 HOLLOW METAL DOORS AND FRAMES 9
081416 FLUSH WOOD DOORS 7
083113 ACCESS DOORS AND FRAMES 3
083613 SECTIONAL DOORS 9
084313 ALUMINUM-FRAMED STOREFRONTS 9
086200 UNIT SKYLIGHTS 7
087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 13
088000 GLAZING 10
089116 OPERABLE WALL LOUVERS 5
DIVISION 09 - FINISHES
092216 NON-STRUCTURAL METAL FRAMING 9
092900 GYPSUM BOARD 8
093013 CERAMIC TILING 10
095113 ACOUSTICAL PANEL CEILINGS 8
096513 RESILIENT BASE AND ACCESSORIES 5
096518 RESILIENT FLOORING 5
096519 RESILIENT TILE FLOORING 5
096813 TILE CARPETING 7
099113 EXTERIOR PAINTING 8
099123 INTERIOR PAINTING 5
099300 STAINING AND TRANSPARENT FINISHING 6
DIVISION 10 - SPECIALTIES
101423.16 ROOM-IDENTIFICATION PANEL SIGNAGE 6
102600 WALL AND DOOR PROTECTION 2
102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 8
104413 FIRE PROTECTION CABINETS 5
104416 FIRE EXTINGUISHERS 3
105613 METAL STORAGE SHELVING 13
107313 AWNINGS 6
DIVISION 11 - EQUIPMENT
113013 RESIDENTIAL APPLIANCES 5
DIVISION 12 - FURNISHINGS
122413 ROLLER WINDOW SHADES 4
123216 MANUFACTURED PLASTIC-LAMINATE-CLAD CASEWORK 3
123661.16 SOLID SURFACING COUNTERTOPS 3
DIVISION 21 – FIRE SUPRESSION
211313 FIRE SPRINKLER SYSTEM 21
213213 HORIZ PUMP FIRE 10
Facility Services Subgroup
DIVISION 22 - PLUMBING
220500 COMMON WORK RESULTS FOR PLUMBING 10
220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING 14
220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 11
220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND
EQUIPMENT
220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 4
220593 TESTING, ADJUSTING, AND BALANCING FOR PLUMBING 10
220719 PLUMBING PIPING INSULATION 17
220800 COMMISSIONING OF PLUMBING 7
221116 DOMESTIC WATER PIPING 14
221119 DOMESTIC WATER PIPING SPECIALTIES 7
221123.21 INLINE, DOMESTIC-WATER PUMPS 5
221313 FACILITY SANITARY SEWERS 9
221316 SANITARY WASTE AND VENT PIPING 10
221319 SANITARY WASTE PIPING SPECIALTIES 4
221319.13 SANITARY DRAINS 4
221323 SANITARY WASTE INTERCEPTORS 3
221414 STORM DRAINAGE PIPING 9
221423 STORM DRAINAGE PIPING SPECIALTIES 3
221513 GENERAL-SERVICE COMPRESSED-AIR PIPING 10
221519 GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS 8
223300 ELECTRIC, DOMESTIC-WATER HEATERS 8
224213.13 COMMERCIAL WATER CLOSETS 5
224213.16 COMMERCIAL URINALS 4
224216.13 COMMERCIAL LAVATORIES 5
224216.16 COMMERCIAL SINKS 7
224223 COMMERCIAL SHOWERS 3
224716 PRESSURE WATER COOLERS 4
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
230500 COMMON WORK RESULTS FOR HVAC 7
230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 10
230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC 15
230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 4
230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 15
230713 DUCT INSULATION 10
230719 HVAC PIPING INSULATION 11
230800 COMMISSIONING OF HVAC 21
232300 REFRIGERANT PIPING 11
233113 METAL DUCTS 18
DIVISION 26 - ELECTRICAL
260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 6
260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES 12
260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 6
260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 4
260533.13 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 7
260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 3
260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 4
260923 LIGHTING CONTROL DEVICES 12
262213 LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 6
262416 PANELBOARDS 7
262713 ELECTRICITY METERING 10
262726 WIRING DEVICES 8
264313 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS 3
265119 LED INTERIOR LIGHTING 16
265213 EMERGENCY AND EXIT LIGHTING 5
265613 LIGHTING POLES AND STANDARDS 11
265619 LED EXTERIOR LIGHTING 8
DIVISION 27 - COMMUNICATIONS
270528 PATHWAYS FOR COMMUNICATIONS SYSTEMS 11
271000 STRUCTURED CABLING 16
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
284621.11 ADDRESSABLE FIRE-ALARM SYSTEMS 26
Site and Infrastructure Subgroup
DIVISION 31 - EARTHWORK
311000 SITE CLEARING 4
312000 EARTH MOVING 9
DIVISION 32 - EXTERIOR IMPROVEMENTS
321216 ASPHALT PAVING 7
321313 CONCRETE PAVING 10
321713 PARKING BUMPERS 2
321723 PAVEMENT MARKINGS 2
321813 SYNTHETIC GRASS SURFACING 5
328400 PLANTING IRRIGATION 7
329115 SOIL PREPARATION (PERFORMANCE SPECIFICATION) 6
329300 PLANTS 8
DIVISION 33 - UTILITIES
331415 SITE WATER DISTRIBUTION PIPING 8
334200 STORMWATER CONVEYANCE 6
END OF TABLE OF CONTENTS
SEPTEMBER 2025 SUMMARY
NIFC 320 SGE 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Access to site.
4. Coordination with Government.
5. Work restrictions.
6. Specification and Drawing conventions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government’s facilities.
1.2 PROJECT INFORMATION
A. Project Identification: NIFC 415-Duane Graves Building Replacement, Phase 1 NIFC
320-SGE.
1. Project Location: National Interagency Fire Center (NIFC) Campus, located at 2218 W Robinson Rd, Boise, ID 83705. New Building 320-SGE Sage will be located directly southeast of building 300-JWH and north of 415-MTN.
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work for the Project is defined by the Contract Documents and consists of the following:
1. Complete construction of site features including curb and gutter, sidewalks and slabs, concrete pavement, drainage system, site utilities, site demolition, and other required site elements.
2. Complete construction of the new building, including structure and foundation, layout and installation of systems and equipment, electrical and grounding, water system, plumbing and waste piping, HVAC, building demolition, and other required elements.
NIFC 320 SGE 011000 - 2
B. Type of Contract:
1. Project will be constructed under a single prime contract.
1.4 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.
B. Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits: Limit site disturbance, including earthwork and clearing of vegetation, to 5 feet beyond building perimeter, utilities, and all other constructed areas.
2. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises clear and available to Government and emergency vehicles at all times.
Do not use these areas for parking or for storage of materials.
1.5 COORDINATION WITH GOVERNMENT
A. Full Government Occupancy: Government will occupy site and existing, adjacent building(s) during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government’s day-to-day operations. Maintain existing exits unless otherwise indicated.
1.6 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
B. On-Site Work Hours: Limit work to normal business working hours of 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise indicated.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government unless permitted under the following conditions:
1. Notify Government not less than two days in advance of proposed utility interruptions.
2. Obtain Government’s written permission before proceeding with utility interruptions.
D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes anytime during construction.
http://www.arcomnet.com/sustainable_design.aspx?topic=113 http://www.arcomnet.com/sustainable_design.aspx?topic=114
NIFC 320 SGE 011000 - 3
1.7 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
SEPTEMBER 2025 UNIT PRICES AND SCHEDULE OF VALUES
NIFC 320 SGE 011000 - 1
SECTION 012000 - UNIT PRICES AND SCHEDULE OF VALUES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for unit prices.
1.2 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.
1.3 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.
1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including Application for Payment, Submittals Schedule, and Contractor's Construction Schedule.
2. Submit the Schedule of Values to Government at earliest possible date but no later than ten calendar days after the Notice to Proceed.
B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.
1. Identification: Include the following Project identification on the Schedule of Values:
a. Project name and location.
b. Name of Government.
c. Contractor's name and address.
d. Date of submittal.
2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. Include separate line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training in the amount of 5 percent of the Contract Sum.
3. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
NIFC 320 SGE 011000 - 2
4. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
5. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.
6. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.
7. Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment when Modifications result in a change in the Contract Sum.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 LUMP SUM PAYMENT ITEMS
A. Payment items for the work of this Contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below.
B. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved.
C. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.
D. Mobilization and Demobilization: Preparatory work and operations, including movement of personnel, equipment, supplies and incidentals to the project site; and for other work and operations that must be performed or costs incurred prior to beginning work on the various items on the project site. Does not include moves between project sites.
NIFC 320 SGE 011000 - 3
1. Payment: Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. No direct payment for moves between project sites will be made. Include consideration for moves between project sites. Prices and payment will be full compensation for the work described in this section. Progress payments will be made as follows:
a. When 5 percent of the original Contract amount is earned from other bid items, 50 percent of the amount bid for mobilization or 5 percent of the original Contract amount, whichever is lesser, will be paid.
b. When 10 percent of the original Contract amount is earned from other bid items, 100 percent of the amount bid for mobilization or 10 percent of the original Contract amount, whichever is lesser, will be paid.
c. Upon completion of work for the project, payment of the amount bid for mobilization in excess of 10 percent of the original Contract amount, will be paid.
d. The total sum of all payments shall not exceed the original Contract amount bid for mobilization, regardless of whether Contractor may have shut down the work on the project or moved equipment away from the project and then back again.
2. Unit of Measure: Lump sum.
E. Demolition:
1. Payment: Payment will be made for costs associated with operations necessary for demolition.
2. Unit of Measure: Lump sum.
F. Construction:
1. Payment: Payment will be made for costs associated with operations necessary for the construction.
2. Unit of Measure: Lump sum.
3.2 SUMMARY OF BID ITEMS
A. The intent of the following paragraphs is to explain, in general, what is and what is not included in a bid item, and the limits or cut-off points where one bid item ends and another begins. If no bid item exists for a portion of the work, include the costs in a related bid item.
B. BID ITEM 1 - GENERAL REQUIREMENTS (MOBILIZATION AND
CONSTRUCTION MANAGEMENT): This item includes all preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site; bonds, work layout; other work and operations which must be performed or costs incurred prior to beginning work on the
NIFC 320 SGE 011000 - 4
various items on the project site. Construction management includes ongoing tasks such as environmental controls and field office operations. It will be paid for as a lump sum.
C. BID ITEM 2 - EXISTING CONDITIONS (DEMOLITION): This item includes all work required for demolition as shown and specified for the new work. It will be paid for as a lump sum.
D. BID ITEM 3 - CONCRETE: This item includes all work related to concrete. It will be paid for as a lump sum.
E. BID ITEM 4 - MASONRY: This item includes all work related to masonry. It will be paid for as a lump sum.
F. BID ITEM 5 - METALS: This item includes all work related to metal components. It will be paid for as a lump sum.
G. BID ITEM 6 - WOOD, PLASTICS, AND COMPOSITES: This item includes all work related concrete. It will be paid for as a lump sum.
H. BID ITEM 7 - THERMAL AND MOISTURE PROTECTION: This item includes all work related to thermal and moisture protection of the building envelope, including roofing. It will be paid for as a lump sum.
I. BID ITEM 8 - OPENINGS: This item includes all work related to doors, windows, and other openings. It will be paid for as a lump sum.
J. BID ITEM 9 - FINISHES: This item includes all work related to interior finishes, paints, and coatings. It will be paid for as a lump sum.
K. BID ITEM 10 - SPECIALTIES: This item includes all work related to building specialties. It will be paid for as a lump sum.
L. BID ITEM 12 - FURNISHINGS: This item includes all work related to furnishings. It will be paid for as a lump sum.
M. BID ITEM 14 - CONVEYING EQUIPMENT: This item includes all work related to conveying equipment including elevators. It will be paid for as a lump sum.
N. BID ITEM 21 - FIRE SUPPRESSION: This item includes all work related to fire suppression systems. It will be paid for as a lump sum.
O. BID ITEM 22 - PLUMBING: This item includes all work related to plumbing. It will be paid for as a lump sum.
P. BID ITEM 23 – HEATING, VENTILATION, AND AIR-CONDITIONING (HVAC):
This item includes all work related to heating, ventilating, and air-conditioning systems.
It will be paid for as a lump sum.
NIFC 320 SGE 011000 - 5
Q. BID ITEM 26 - ELECTRICAL: This item includes all work related to electrical systems. It will be paid for as a lump sum.
R. BID ITEM 27 - COMMUNICATIONS: This item includes all work related to communications systems. It will be paid for as a lump sum.
S. BID ITEM 31 - EARTHWORK: This item includes all work related to earthwork and grading. It will be paid for as a lump sum.
T. BID ITEM 32 – EXTERIOR IMPROVEMENTS: This item includes all work related to exterior improvements. It will be paid for as a lump sum.
U. BID ITEM 33 – UTILITIES: This item includes all work related to utilities. It will be paid for as a lump sum.
END OF SECTION 012000
SEPTEMBER 2025 CONSTRUCTION PROGRESS DOCUMENTATION
NIFC 320 SGE 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Contractor's Construction Schedule.
2. Daily construction reports.
3. Field condition reports.
1.2 SUBMITTALS
A. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
B. Daily Construction Reports: Submit at weekly intervals.
C. Field Condition Reports: Submit one electronic copy at time of discovery of differing conditions.
1.3 COORDINATION
A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.
B. Coordinate Contractor's Construction Schedule with the schedule of values, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.
1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
1. Use Microsoft Project, Primavera, or similar type software.
NIFC 320 SGE 013200 - 2
B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Government. Conform to Critical Path Method for scheduling, showing direct correlation of critical activity durations to the start of the next critical activity.
2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.
3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.
4. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
5. Commissioning Time: Include no fewer than 15 days for commissioning.
6. Substantial Completion: Indicate completion in advance of date established for
Substantial Completion, and allow time for Government's administrative procedures necessary for certification of Substantial Completion.
7. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.
D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Work Restrictions: Show the effect of the following items on the schedule:
a. Uninterruptible services.
b. Use-of-premises restrictions.
c. Seasonal variations.
d. Environmental control.
E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion.
F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
NIFC 320 SGE 013200 - 3
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and the Contract Time.
G. Contractor's Construction Schedule Updating: At intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate final completion percentage for each activity.
H. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule.
Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.
I. Distribution: Distribute copies of approved schedule to Government, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
1.5 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for the Notice of Award.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
NIFC 320 SGE 013200 - 4
1.6 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. Approximate count of personnel at Project site.
3. Equipment at Project site.
4. Material deliveries.
5. High and low temperatures and general weather conditions, including presence of rain or snow.
6. Testing and inspection.
7. Accidents.
8. Meetings and significant decisions.
9. Stoppages, delays, shortages, and losses.
10. Meter readings and similar recordings.
11. Emergency procedures.
12. Orders and requests of authorities having jurisdiction.
13. Change Orders received and implemented.
14. Services connected and disconnected.
15. Equipment or system tests and startups.
16. Partial completions and occupancies.
17. Substantial Completions authorized.
B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 013200
SEPTEMBER 2025 SUBMITTAL PROCEDURES
NIFC 320 SGE 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Government's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."
B. Informational Submittals: Written and graphic information and physical samples that do not require Government's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
1.3 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Government.
4. Name of Contractor.
5. Name of firm or entity that prepared submittal.
6. Names of subcontractor, manufacturer, and supplier.
7. Unique submittal number, including revision identifier. Include Specification
Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.
8. Category and type of submittal.
9. Submittal purpose and description.
10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
11. Drawing number and detail references, as appropriate.
12. Indication of full or partial submittal.
13. Location(s) where product is to be installed, as appropriate.
14. Other necessary identification.
NIFC 320 SGE 013300 - 2
15. Remarks.
16. Signature of transmitter.
B. Options: Identify options requiring selection by Government.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Government on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.
D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.
1.4 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package, and transmit to Government by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Government.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Government's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.
Government will advise Contractor when a submittal being processed must be delayed for coordination.
2. Resubmittal Review: Allow 15 days for review of each resubmittal.
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
NIFC 320 SGE 013300 - 3
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Government's action stamp.
1.5 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying
Shop Drawings.
5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.
B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
NIFC 320 SGE 013300 - 4
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.
C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials.
1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section.
f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.
4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity.
Sample sets may be used to determine final acceptance of construction associated with each set.
a. Samples not incorporated into the Work, or otherwise designated as Government's property, are the property of Contractor.
5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Government will return submittal with options selected.
6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in
NIFC 320 SGE 013300 - 5
manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit two sets of Samples. Government will retain one Sample set; remainder will be returned.
1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least two sets of paired units that show approximate limits of variations.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.
Include the following information in tabular form:
E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of Government and Government, and other information specified.
F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections.
Include list of assumptions and summary of loads. Include load diagrams if applicable.
Provide name and version of software, if any, used for calculations. Number each page of submittal.
G. Certificates:
1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.
2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.
4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
NIFC 320 SGE 013300 - 6
5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
H. Test and Research Reports:
1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.
2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
4. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
1.6 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Government.
B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file and one paper copy of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.
NIFC 320 SGE 013300 - 7
1.7 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Government.
B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
1. Government will not review submittals received from Contractor that do not have Contractor's review and approval.
1.8 GOVERNMENT'S REVIEW
A. Action Submittals: Government will review each submittal, indicate corrections or revisions required, and return it.
1. PDF Submittals: Government will indicate, via markup on each submittal, the appropriate action, as follows:
a. REVIEWED: Where submittals are marked “Approved”, that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend upon that compliance.
b. REVIEWED, SUBJECT TO COMPLIANCE WITH ATTACHED COMMENTS: Where submittals are marked “Approved, Subject to Compliance with Attached Comments”, that part of the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Document;
final acceptance will depend upon that compliance.
c. REVISE AND RESUBMIT: Where submittals are marked “Not Approved”, do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity.
Revise or prepare a new submittal in accordance with the notations;
resubmit without delay. Repeat if necessary to obtain a different action mark.
B. Informational Submittals: Government will review each submittal and will not return it, or will return it if it does not comply with requirements. Government will forward each submittal to appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Government.
NIFC 320 SGE 013300 - 8
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Government will return without review submittals received from sources other than Contractor.
F. Submittals not required by the Contract Documents will be returned by Government without action.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 013300
SEPTEMBER 2025 QUALITY REQUIREMENTS
NIFC 320 SGE 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.
B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.
1. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.
2. Requirements for Contractor to provide quality-assurance and quality-control services required by Government, or authorities having jurisdiction are not limited by provisions of this Section.
1.2 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.
B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work.
C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.
1. Use of trade-specific terminology in referring to a Work result does not require that certain construction activities specified apply exclusively to specific trade(s).
D. Mockups: Physical assemblies of portions of the Work constructed to establish the standard by which the Work will be judged. Mockups are not Samples.
1. Mockups are used for one or more of the following:
a. Verify selections made under Sample submittals.
b. Demonstrate aesthetic effects.
NIFC 320 SGE 014000 - 2
c. Demonstrate the qualities of products and workmanship.
d. Demonstrate successful installation of interfaces between components and systems.
e. Perform preconstruction testing to determine system performance.
2. Product Mockups: Mockups that may include multiple products, materials, or systems specified in a single Section.
3. In-Place Mockups: Mockups constructed on-site in their actual final location as part of permanent construction.
E. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. Unless otherwise indicated, copies of reports of tests or inspections performed for other than the Project do not meet this definition.
F. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) in accordance with 29 CFR 1910.7, by a testing agency accredited in accordance with NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.
G. Source Quality-Control Tests and Inspections: Tests and inspections that are performed at the source; for example, plant, mill, factory, or shop.
H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. The term "testing laboratory" has the same meaning as the term "testing agency."
I. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.
J. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality-control services do not include contract administration activities performed by Government.
1.3 DELEGATED DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Government.
NIFC 320 SGE 014000 - 3
B. Delegated Design Services Statement: Submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated.
Include list of codes, loads, and other factors used in performing these services.
1.4 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements is specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, inform the Government regarding the conflict and obtain clarification prior to proceeding with the Work. Refer conflicting requirements that are different, but apparently equal, to Government for clarification before proceeding.
B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified is the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Government for a decision before proceeding.
1.5 ACTION SUBMITTALS
A. Mockup Shop Drawings:
1. Include plans, sections, elevations, and details, indicating materials and size of mockup construction.
2. Indicate manufacturer and model number of individual components.
3. Provide axonometric drawings for conditions difficult to illustrate in two dimensions.
1.6 INFORMATIONAL SUBMITTALS
A. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility submitted to authorities having…
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