Sources Sought_BLDG 2600_Specifications_B-3 Final_20210311.pdf
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| Building 2600 Renovation_SOW.pdf |
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166th Airlift Wing New Castle Air National Guard Base
New Castle, DE
B-3 Final Design Submittal Specifications 12 March 2021
National Guard Bureau NGB Project No. JLWS182006
Renovate O&T Building 2600
Delaware Air National Guard B-3 Final Design Submittal Renovate O&T Building 2600 - JLWS182006 New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
Division Section Title
SPECIFICATIONS GROUP
General Requirements Subgroup
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00 SUMMARY
01 25 00 SUBSTITUTION PROCEDURES
01 26 00 CONTRACT MODIFICATION PROCEDURES
01 29 00 PAYMENT PROCEDURES
01 31 00 PROJECT MANAGEMENT AND COORDINATION
01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION
01 33 00 SUBMITTAL PROCEDURES
01 40 00 QUALITY REQUIREMENTS
01 42 00 REFERENCES
01 45 36 STATEMENT OF SPECIAL INSPECTIONS
01 45 37 SCHEDULE OF SPECIAL INSPECTIONS
01 50 00 TEMPORARY FACILITIES AND CONTROLS
01 60 00 PRODUCT REQUIREMENTS
01 73 00 EXECUTION
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 77 00 CLOSEOUT PROCEDURES
01 78 23 OPERATION AND MAINTENANCE DATA
01 78 39 PROJECT RECORD DOCUMENTS
01 81 13.63 SUSTAINABLE DESIGN REQUIREMENTS - GBCI GUIDING PRINCIPLES
01 91 13 GENERAL COMMISSIONING REQUIREMENTS
Facility Construction Subgroup
DIVISION 02 - EXISTING CONDITIONS
02 41 19 SELECTIVE DEMOLITION
DIVISION 03 - CONCRETE
03 10 00 CONCRETE FORMING AND ACCESSORIES
03 20 00 CONCRETE REINFORCING
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 01 20.64 BRICK MASONRY REPOINTING
04 20 00 UNIT MASONRY
i
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL FRAMING
05 31 00 STEEL DECKING
05 40 00 COLD-FORMED METAL FRAMING
05 50 00 METAL FABRICATIONS
05 51 13 METAL PAN STAIRS
05 53 13 BAR GRATINGS
05 73 00 DECORATIVE METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 16 00 SHEATHING
06 40 23 INTERIOR ARCHITECTURAL WOODWORK
06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 01 50.19 PREPARATION FOR REROOFING
07 21 00 THERMAL INSULATION
07 21 19 FOAMED-IN-PLACE INSULATION
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 42 13.19 INSULATED METAL WALL PANELS
07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING
07 62 00 SHEET METAL FLASHING AND TRIM
07 72 00 ROOF ACCESSORIES
07 72 10 ROOFTOP FALL ARREST SYSTEM
07 84 13 PENETRATION FIRESTOPPING
07 84 43 JOINT FIRESTOPPING
07 92 00 JOINT SEALANTS
07 92 19 ACOUSTICAL JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 HOLLOW METAL DOORS AND FRAMES
08 14 16 FLUSH WOOD DOORS
08 33 13 COILING COUNTER DOORS
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 62 00 UNIT SKYLIGHTS
08 71 00 DOOR HARDWARE
08 80 00 GLAZING
08 88 13 FIRE-RATED GLAZING
08 91 19 FIXED LOUVERS
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DIVISION 09 - FINISHES
09 22 16 NON-STRUCTURAL METAL FRAMING
09 29 00 GYPSUM BOARD
09 30 13 CERAMIC TILING
09 51 13 ACOUSTICAL PANEL CEILINGS
09 65 13 RESILIENT BASE AND ACCESSORIES
09 65 19 RESILIENT TILE FLOORING
09 65 36 STATIC-CONTROL RESILIENT FLOORING
09 68 13 TILE CARPETING
09 91 14 EXTERIOR PAINTING (MPI STANDARDS
09 91 23 INTERIOR PAINTING
DIVISION 10 - SPECIALTIES
10 14 23.16 ROOM IDENTIFICATION PANEL SIGNAGE
10 21 13.17 PHENOLIC-CORE TOILET COMPARTMENTS
10 28 00 TOILET, BATH AND LAUNDRY ACCESSORIES
10 44 13 FIRE PROTECTION CABINETS
10 44 16 FIRE EXTINGUISHERS
DIVISION 11 -
11 52 13 PROJECTION SCREENS
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES
12 36 61.16 SOLID SURFACING COUNTERTOPS
DIVISION 14 - CONVEYING EQUIPMENT
14 24 00 HYDRAULIC ELEVATORS
14 42 00 WHEELCHAIR LIFTS
Facility Services Subgroup
DIVISION 21 - FIRE SUPPRESSION
21 05 18 ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING
21 05 23 GENERAL-DUTY VALVES FOR WATER-BASED FIRE-SUPPRESSION PIPING
21 05 29 HANGERS AND SUPPORTS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT
21 05 53 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT
21 11 19 FIRE DEPARTMENT CONNECTIONS
21 13 13 WET-PIPE SPRINKLER SYSTEMS
iii
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DIVISION 22 - PLUMBING
22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT
22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
22 05 19 METERS AND GAGES FOR PLUMBING PIPING
22 05 23.12 BALL VALVES FOR PLUMBING PIPING
22 05 23.14 CHECK VALVES FOR PLUMBING PIPING
22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT
22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
22 07 19 PLUMBING PIPING INSULATION
22 11 13 FACILITY WATER DISTRIBUTION PIPING
22 11 16 DOMESTIC WATER PIPING
22 11 19 DOMESTIC WATER PIPING SPECIALTIES
22 11 23.21 INLINE, DOMESTIC-WATER PUMPS
22 13 16 SANITARY WASTE AND VENT PIPING
22 13 19 SANITARY WASTE PIPING SPECIALTIES
22 13 19.13 SANITARY DRAINS
22 14 29 SUMP PUMPS
22 33 00 ELECTRIC, DOMESTIC-WATER HEATERS
22 34 00 FUEL-FIRED, DOMESTIC-WATER HEATERS
22 42 13.13 COMMERCIAL WATER CLOSETS
22 42 13.16 COMMERCIAL URINALS
22 42 16.13 COMMERCIAL LAVATORIES
22 42 16.16 COMMERCIAL SINKS
22 42 23 COMMERCIAL SHOWERS
22 47 16 PRESSURE WATER COOLERS
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT
23 05 17 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING
23 05 19 METERS AND GAGES FOR HVAC PIPING
23 05 23.13 BUTTERFLY VALVES FOR HVAC PIPING
23 05 23.14 CHECK VALVES FOR HVAC PIPING
23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT
23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC
23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 13 DUCT INSULATION
23 07 19 HVAC PIPING INSULATION
23 09 23 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC
23 11 23 FACILITY NATURAL-GAS PIPING
23 21 13 HYDRONIC PIPING
iv
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23 21 16 HYDRONIC PIPING SPECIALTIES
23 21 23 HYDRONIC PUMPS
23 23 00 REFRIGERANT PIPING
23 31 13 METAL DUCTS
23 33 00 AIR DUCT ACCESSORIES
23 33 46 FLEXIBLE DUCTS
23 36 00 AIR TERMINAL UNITS
23 37 13.13 AIR DIFFUSERS
23 37 13.23 REGISTERS AND GRILLES
23 52 16 CONDENSING BOILERS
23 62 00 PACKAGED COMPRESSOR AND CONDENSER UNITS
23 73 13.13 INDOOR, BASIC AIR-HANDLING UNITS
23 74 33 DEDICATED OUTDOOR-AIR UNITS
23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS
DIVISION 26 - ELECTRICAL
26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
26 05 23 CONTROL-VOLTAGE ELECTRICAL POWER CABLES
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING
26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS
26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS
26 05 73.13 SHORT-CIRCUIT STUDIES
26 05 73.16 COORDINATION STUDIES
26 05 73.19 ARC-FLASH HAZARD ANALYSIS
26 09 13 ELECTRICAL POWER MONITORING AND CONTROL.
26 09 23 LIGHTING CONTROL DEVICES
26 09 43.23 RELAY-BASED LIGHTING CONTROLS
26 22 13 LOW-VOLTAGE DISTRIBUTION TRANSFORMERS
26 24 16 PANELBOARDS
26 27 26 WIRING DEVICES
26 28 13 FUSES
26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
26 33 23.11 CENTRAL BATTERY EQUIPMENT FOR EMERGENCY LIGHTING
26 41 13 LIGHTNING PROTECTION FOR STRUCTURES
26 43 13 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS
26 51 19 LED INTERIOR LIGHTING
26 52 13 EMERGENCY AND EXIT LIGHTING
26 56 19 LED EXTERIOR LIGHTING
v
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
DIVISION 27 - COMMUNICATIONS
27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS
27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS
27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS
27 05 36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 05 44 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING
27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS
27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS
27 11 16 COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES
27 13 13 COMMUNICATIONS COPPER BACKBONE CABLING
27 13 23 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING
27 13 33 COMMUNICATIONS COAXIAL BACKBONE CABLING
27 15 13 COMMUNICATIONS COPPER HORIZONTAL CABLING
27 15 23 COMMUNICATIONS OPTICAL FIBER HORIZONTAL CABLING
27 15 33 COMMUNICATIONS COAXIAL HORIZONTAL CABLING
27 51 16 PUBLIC ADDRESS SYSTEMS
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 46 21.11 ADDRESSABLE FIRE-ALARM SYSTEMS
28 47 00 MASS NOTIFICATION
Site and Infrastructure Subgroup
DIVISION 31 - EARTHWORK
31 20 00 EARTH MOVING
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 91 13 SOIL PREPARATION
32 92 00 TURF AND GRASSES
END OF TABLE OF CONTENTS
vi
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Work performed by Owner.
4. Specification and Drawing conventions.
1.3 PROJECT INFORMATION
A. Project Identification: Renovate O & T Building 2600.
1. Project Location: 2600 Spruance Drive, New Castle, Delaware.
B. Owner: Delaware Air National Guard.
1. Owner's Representative: Kelly Hess, Base Contracting Officer: 302-323-3418
C. Architect: Jacobs.
D. Web-Based Project Software: Project software will be used for purposes of managing communication and documents during the construction stage.
1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.
1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:
1. The work consists of interior demolition and renovation of Building 2600. Related construction includes interior partitions, doors, floor and ceiling finishes, New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
SUMMARY 011000 - 2
plumbing, mechanical, electrical, fire alarm, fire suppression, telecommunication and audio/ visual systems.
2. Exterior work includes re-routing and re-connection of site utilities, replacement of window, door, and roof systems, and other Work indicated in the Contract Documents.
B. Type of Contract:
1. Project will be constructed under a single prime contract.
1.5 WORK PERFORMED BY OWNER
A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.
B. Subsequent Work: Owner will perform the following additional work at site after Substantial Completion. Completion of that work will depend on successful completion of preparatory Work under this Contract.
1.6 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 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.
C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
SUMMARY 011000 - 3
2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
SUBSTITUTION PROCEDURES 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required to meet other Project requirements but may offer advantage to Contractor or Owner.
1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Substitution Request Form: Use CSI Form 13.1A.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
SUBSTITUTION PROCEDURES 012500 - 2
Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.
h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for
Project, from ICC-ES.
j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.
m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Contracting Officer's Action: If necessary, Contracting Officer will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Contracting Oficer will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.
b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
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SUBSTITUTION PROCEDURES 012500 - 3
1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.
1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Contracting Officer will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Substitution request is fully documented and properly submitted.
c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work.
f. Requested substitution has been coordinated with other portions of the
Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Contracting Officer will consider requests for substitution if received within 60 days after commencement of the Work. Requests received after that time may be considered or rejected at discretion of Contracting Officer.
1. Conditions: Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.
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SUBSTITUTION PROCEDURES 012500 - 4
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Substitution request is fully documented and properly submitted.
e. Requested substitution will not adversely affect Contractor's construction schedule.
f. Requested substitution has received necessary approvals of authorities having jurisdiction.
g. Requested substitution is compatible with other portions of the Work.
h. Requested substitution has been coordinated with other portions of the
Work.
i. Requested substitution provides specified warranty.
j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012500
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
CONTRACT MODIFICATION PROCEDURES 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract modifications.
B. Related Requirements:
1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.
1.3 MINOR CHANGES IN THE WORK
A. Contracting Officer will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on SF30, “Contracting Officer’s Supplemental Instructions.”
1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Contracting Officer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.
1. Work Change Proposal Requests issued by Contracting Officer are not instructions either to stop work in progress or to execute the proposed change.
2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
CONTRACT MODIFICATION PROCEDURES 012600 - 2
c. Include costs of labor and supervision directly attributable to the change.
d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
e. Quotation Form: Use forms acceptable to Contracting Officer.
B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Contracting Officer.
1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Include costs of labor and supervision directly attributable to the change.
5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.
7. Proposal Request Form: Use form acceptable to Contracting Officer.
1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Change Proposal Request, Contracting Officer will issue a Change Order for signatures of Owner and Contractor on SF30 form included in Project Manuel.
1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Contracting Officer may issue a Construction Change Directive on SF30 form. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.
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CONTRACT MODIFICATION PROCEDURES 012600 - 3
1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012600
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
PAYMENT PROCEDURES 012900 - 1
SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.
B. Related Requirements:
1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.
2. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.
1.2 DEFINITIONS
A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.
1.3 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.
1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.
2. Submit the schedule of values to Contracting Officer through Construction Manager at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.
3. Sub-schedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide sub-schedules showing values coordinated with each phase of payment.
4. Sub-schedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide sub-schedules showing values coordinated with each element.
B. Format and Content: Use 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.
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
PAYMENT PROCEDURES 012900 - 2
1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. Owner's name.
c. Owner's Project number.
d. Name of Architect.
e. Architect's Project number.
f. Contractor's name and address.
g. Date of submittal.
2. Arrange schedule of values consistent with format of AIA Document G703 EJCDC Document C-620.
3. Arrange the schedule of values in tabular form, with separate columns to indicate the following for each item listed:
a. Related Specification Section or division.
b. Description of the Work.
c. Name of subcontractor.
d. Name of manufacturer or fabricator.
e. Name of supplier.
f. Change Orders (numbers) that affect value.
g. Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. Round dollar amounts to whole dollars, with total equal to Contract Sum.
1) Labor.
2) Materials.
3) Equipment.
4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.
5. 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.
a. Differentiate between items stored on-site and items stored off-site.
6. Purchase Contracts: Provide a separate line item in the schedule of values for each Purchase contract. Show line-item value of Purchase contract. Indicate Owner payments or deposits, if any, and balance to be paid by Contractor.
7. Overhead Costs, Separate Line Items: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.
8. Temporary Facilities: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.
New Castle Air National Guard Base, New Castle, Delaware 12 March 2021
PAYMENT PROCEDURES 012900 - 3
9. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount.
10. Schedule of Values Revisions: Revise the schedule of values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.
1.4 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments, as certified by Contracting Officer and Construction Manager and paid for by Owner.
B. Payment Application Times: The date for each progress payment is indicated in the Owner/Contractor Agreement. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.
C. Application for Payment Forms: Coordinate with the Government on the format to use.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Construction Manager will return incomplete applications without action.
1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.
2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.
3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.
E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.
1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.
2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.
3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.
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c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.
F. Transmittal: Submit electronic signed and notarized original copies of each Application for Payment to Contracting Officer by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.
1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.
G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.
1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.
5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.
H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Schedule of values.
3. Contractor's construction schedule (preliminary if not final).
4. Combined Contractor's construction schedule (preliminary if not final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor.
5. Products list (preliminary if not final).
6. Sustainable design action plans, including preliminary project materials cost data.
7. Schedule of unit prices.
8. Submittal schedule (preliminary if not final).
9. List of Contractor's staff assignments.
10. List of Contractor's principal consultants.
11. Copies of building permits.
12. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.
13. Initial progress report.
14. Report of preconstruction conference.
15. Certificates of insurance and insurance policies.
16. Performance and payment bonds.
17. Data needed to acquire Owner's insurance.
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I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.
a. Complete administrative actions, submittals, and Work preceding this application, as described in Section 017700 "Closeout Procedures."
2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.
J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:
1. Evidence of completion of Project closeout requirements.
2. Certification of completion of final punch list items.
3. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.
4. Updated final statement, accounting for final changes to the Contract Sum.
5. AIA Document G706.
6. AIA Document G706A.
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.
9. Final liquidated damages settlement statement.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012900
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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. RFIs.
4. Digital project management procedures.
5. Web-based Project management software package.
6. Project meetings.
B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.
C. Related Requirements:
1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.
2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.
3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.
4. Section 019113 "General Commissioning Requirements" for coordinating the
Work with Owner's Commissioning Authority.
1.2 DEFINITIONS
A. RFI: Request for Information. Request from Owner, Construction Manager, Contracting Officer, or Contractor seeking information required by or clarifications of the Contract Documents.
1.3 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use CSI Form 1.5A. Include the following information in tabular form:
1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.
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2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
B. Key Personnel Names: Within 10 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
1. Post copies of list in Project meeting room, in temporary field office, in web-based Project software directory, and in prominent location inbuilt facility. Keep list current at all times.
1.4 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.
Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and direction of Project coordinator to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
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1.5 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade-specific information to coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.
c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.
e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative sketches to Contracting Officer indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.
2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings. Indicate areas of conflict between light fixtures and other components.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms, showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
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5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.
6. Mechanical and Plumbing Work: Show the following:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.
c. Fire-rated enclosures around ductwork.
7. Electrical Work: Show the following:
a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger.
b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
c. Panel board, switchboard, switchgear, transformer, busway, generator, and motor-control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.
8. Fire-Protection System: Show the following:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.
9. Review: Contracting Officer will review coordination drawings to confirm that, in general, the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Contracting Officer determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Contracting Officer will so inform Contractor, who shall make suitable modifications and resubmit.
10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."
C. Coordination Drawing Process: Prepare coordination drawings in the following manner:
1. Schedule submittal and review of Fire Sprinkler, Plumbing, HVAC, and Electrical Shop Drawings to make required changes prior to preparation of coordination drawings.
2. Commence routing of coordination drawing files with HVAC Installer, who will provide drawing plan files denoting approved ductwork. HVAC Installer will locate ductwork and piping on a single layer, using orange color. Forward drawings to Plumbing Installer.
3. Plumbing Installer will locate plumbing and equipment on a single layer, using blue color.
4. Fire Sprinkler Installer will locate piping and equipment, using red color. Fire Sprinkler Installer shall forward drawing files to Electrical Installer.
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5. Electrical Installer will indicate service and feeder conduit runs and equipment in green color. Electrical Installer shall forward drawing files to Communications and Electronic Safety and Security Installer.
6. Communications and Electronic Safety and Security Installer will indicate cable trays and cabling runs and equipment in purple color. Communications and Electronic Safety and Security Installer shall forward completed drawing files to Contractor.
7. Contractor shall perform the final coordination review. As each coordination drawing is completed, Contractor will meet with Contracting Officer to review and resolve conflicts on the coordination drawings.
D. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:
1. File Preparation Format:
a. Same digital data software program, version, and operating system as original Drawings.
2. File Submittal Format: Submit or post coordination drawing files using format same as file preparation format.
3. Contracting Officer will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. Contracting Officer makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.
b. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Contracting Officer.
1.6 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Contracting Officer will return without response those RFIs submitted to Contracting Officer by other entities controlled by Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Project name.
2. Owner name.
3. Name of Architect and Contracting Officer.
4. Date.
5. Name of Contractor.
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6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
12. Contractor's signature.
13. Attachments: Include sketches, descriptions, measurements, photos, Product
Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.
C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Contracting Officer.
1. Attachments shall be electronic files in PDF format.
D. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Allow seven days for Architect's response for each RFI. RFIs received by Contracting Officer after 1:00 p.m.
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