Combined Specs.pdf

ALPENA COMBAT READINESS TRAINING CENTER

MICHIGAN AIR NATIONAL GUARD

ALPENA, MICHIGAN 49707

PROJECT NUMBER: TDVG212456

REPLACE CHILLER UNIT AND CARPET BUILDING 125

SPECIFICATIONS

PREPARED BY:

ALPENA CRTC CIVIL ENGINEERING

5884 A STREET

ALPENA, MI 49707

PHONE: (989) 354-6265; DSN 741-6265

ALPENA CRTC

ALPENA, MI

PROJECT NUMBER: TDVG212456

DIVISION 1 – GENERAL REQUIREMENTS

011000 Summary of Work 011620 Hazardous Material Usage Requirements 012500 Substitution Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013200 Construction Progress Documentation 013300 Submittal Procedures 013513 Special Project Procedures 013526 Government Safety Requirements 014000 Quality Requirements 015000 Temporary Facilities and Controls 015950 Safety and Health 016000 Product Requirements 017419 Construction Waste Management 017700 Closeout Procedures 017823 Operation and Maintenance Date 017839 Project Record Documents 017900 Demonstration and Training

DIVISION 2 – EXISTING CONDITIONS

024119 Selective Structure Demolition

DIVISION 3 – CONCRETE

033000 Cast-In-Place Concrete

DIVISION 9 – FINISHES

096513 Resilient Base and Accessories 096516 Resilient Sheet Flooring 096813 Tile Carpeting

DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING

230500 Common Work Results for HVAC 230513 Common Motor Requirements for HVAC Equipment 230519 Meters and Gages for HVAC Piping 230523 General-Duty Valves for HVAC Piping 230529 Hangers and Supports for HVAC Piping 230530 HVAC Equipment Installation 230553 Identification for HVAC Piping and Equipment 230593 Testing, Adjusting, and Balancing for HVAC 230713 Duct Insulation 230719 HVAC Piping Insulation

230800 Commissioning of HVAC 230900 Instrumentation and Control for HVAC 230993 Sequence of Operations for HVAC Controls 231123 Facility Natural-Gas Piping 232113 Hydronic Piping 232114 Condensate Drain Piping 232116 Hydronic Piping Specialties 232123 Hydronic Pumps 232300 Refrigerant Piping 232500 HVAC Water Treatment 233113 Metal Ducts 233300 Air Duct Accessories 233600 Air-Terminal Units 233713 Diffusers, Registers, and Grilles 235216 Condensing Boilers 236313 Air-Cooled Refrigerant Condensers 236400 Air-Cooled Water Chiller 237200 Air-To-Air Energy Recovery Equipment 237413 Packaged, Outdoor, Central-Station Air-Handling Units 238216 Air Coils

DIVISION 26 – ELECTRICAL

260519 Low Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems

TDVG212456 SUMMARY 011000 - 1

SECTION 011000 – SUMMARY OF WORK

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. This Section includes the following:

a. Project Information.

b. Work Covered By Contract Documents

c. Type of Contract.

d. Access to Site

e. Controlled Access.

f. Work restrictions.

g. Specification formats and drawing conventions.

B. Related Sections include the following:

a. Division 01500 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION

A. Project Identification: Replace Chiller Unit and Carpet Building 125.

a. Project Location: Alpena Combat Readiness Training Center (CRTC).

B. Owner: Alpena Combat Readiness Training Center (CRTC), Alpena, MI 49707.

a. Contract Officer: MSgt Aaron Bradby, MIANG.

b. Contracting Officer’s Representative (C.O.R.): Lt Col David Lasagna

c. Project Manager: James McCraven

C. Architect: N/A.

a. Project Manager: N/A

TDVG212456 SUMMARY 011000 - 2

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Project consists of the following:

1. In general, the intent of this project is to Replace Chiller Unit and Carpet Building 125 at the Alpena Combat Readiness Training Center (CRTC). See additional information provided below and in the attached appendices.

a. Disconnect all electrical and HVAC components to the existing 60 ton Trane Chiller Unit

Model #: CGAFC604AFA1A0CDF0H000000T0W00.

b. Reclaim all R-22 Refrigerant from existing 60 ton Trane Chiller Unit Model #:

CGAFC604AFA1A0CDF0H000000T0W00, reserve for Government disposition.

Refrigerant should be reclaimed into new tanks with a current hydrostatic test date.

c. Remove the existing glycol in the existing 60 ton Trane Chiller Unit Model #:

CGAFC604AFA1A0CDF0H000000T0W00 and piping lines. The existing glycol type is unknown. The chiller piping will have to be flushed and flushed material disposed of properly. Refer to Section 11 Safety and Environmental below for care in removal, disposal and usage of hazardous materials and waste and Division 01 Specifications.

d. Remove and dispose of the Existing Trane 60 ton Chiller Unit Model #:

CGAFC604AFA1A0CDF0H000000T0W00 and Replace with a new chiller unit operating with R-410-A Freon, with circuitry and programmability compatible and comparable with existing unit in order to integrate new unit with existing control system.

Contractor to add new propylene glycol needed to reach required operating levels meeting cleanliness and viscosity standards. Be sure new system is operating at proper pressure and viscosity upon completion of installation.

e. All new HVAC systems will be programmed to communicate with current base remote Building Management Systems (BMS). For informational purposes the Current BMS is Siemens.

f. Use existing concrete pad to house new chiller unit on.

g. Disconnect all electrical and HVAC components to the existing 60 ton Trane Chiller Unit

Taco Circulating Drive Pump.

h. Remove and Dispose of existing Chiller Unit Taco 5 HP Circulating Drive Pump suspended from the ceiling in the NW building mechanical room with outside access.

i. Install new Circulating Drive Pump in conjunction with new chiller unit.

j. Replace line sets and insulation to complete the installation of the chiller unit and circulating drive pump (Located inside NW mechanical room).

k. Connect new chiller piping into existing piping. Contractor to furnish and install new jacketed Armaflex insulation with 2 coats of sealant on all new and existing piping.

l. Reconnect all electrical and HVAC components to new chiller unit.

m. Assure all newly installed equipment and components of the new Air Cooled Condensing

Unit are operating correctly.

n. Manufacturer’s representative to do initial startup. Manufacturer’s representative to do an owner’s orientation. Contractor to do a video recording of the manufacturer’s orientation to be supplied to owner.

o. Remove and dispose of all interior fully bonded sheet carpet at Building 125.

p. Replace interior carpet removal areas with 24”x24” carpet tile at Building 125.

q. Remove and dispose of resilient vinyl flooring in Room 115A at Building 125.

r. Install resilient vinyl flooring in Room 115A at Building 125.

s. See attached drawings for removal and installation location areas. The subflooring is believed to be slab on grade concrete.

TDVG212456 SUMMARY 011000 - 3

t. Remove and replace resilient wall base throughout flooring removal and installation areas.

u. Remove and replace resilient transitions between newly installed carpet and resilient vinyl flooring. There are two transitions between new carpet tile and existing VCT.

v. Provide final project clean up.

w. Provide a Superintendent to oversee the contractor’s workforce.

x. The wage schedule shall be based on Alpena County.

1.5 TYPE OF CONTRACT

A. Project will be constructed under a single firm fixed price prime contract.

1.6 PERFORMANCE PERIOD

A. The performance period for this contract shall be 120 calendar days. This performance period is for a complete project to include all punch lists, clean up and final invoice. The performance period includes the base bid and any awarded bid options.

1.7 PERFORMANCE

A. Submission of a bid by a Contractor shall be accepted as prima-facie evidence that the specifications and drawings have been examined, and that he/she is satisfied as to the nature and location of work or cost thereof under this contract. Any failure of the contractor to acquaint him/herself with all available information, including a physical survey of the site of the proposed project, will not relieve them from successfully performing all the work required to be done for a complete job.

B. The above brief outline of principle features of the work in no way limits the responsibility of the Contractor to perform all work and furnish all labor and materials required by the specifications and drawings referred to herein.

1.8 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.

1.9 CONTROLLED ACCESS

A. The Alpena Combat Readiness Training Center is a closed facility and has controlled access.

The General Contractor and all other personnel under their supervision will need a Contractor pass for approved access. The General Contractor shall submit a request for base access. The request shall have the contract number, job location, duration of the contract, the individual’s full name, address, driver’s license number, date of birth and social security number. Typed entry Authorization Lists (EAL) must include a list of all employee’s, subcontractor’s, and

TDVG212456 SUMMARY 011000 - 4

vendors requiring access to the base. This request is to be submitted to the COR (Contracting Officer’s Representative) 7 days prior to contractor arrival and will be forwarded to security operations. For all contract work, the Contracting Officer or authorized COR will validate the need to entry and assist the Contractor with obtaining all proper documentation, to include the Installation Access Application, and submit the required documentation to Security Forces 10 days prior to request entry date or start date of contract. Contractors requiring access may be issued a photo identification card for the length of the contract. Individuals will be required to show a current photo identification and proof of their social security number to obtain their Contractor pass. All individuals will be required to take an antiterrorism course while/prior to obtaining their pass. Individuals are required to show their contractor pass at the point of entry and visible while on base, and must show identification when requested by security personnel.

The Contractor cannot sponsor any other personnel onto the installation, but can use the Contracting Officer to verify the need and act as a sponsor if deemed necessary. The Contractor pass remains the property of the base and shall be surrendered at the termination of employment, duration of the contract and as requested by security personnel. The General Contractor shall be held accountable for all Contractor passes. Any contractor personnel may be denied access or removed from the base at any time and/or for any reason by base security or the C.O.R. In addition, Employees of all Contractors, including subcontractors, that will be on site for more than 30 days during this contract are required to complete Standard Form 85P (Questionnaire for Public Trust Positions), US Department of Justice Form I-9 (Employment Eligibility Verification), and be fingerprinted. Completed forms will be held on Base for contractors that will be on site for less than 180 days. Forms will be submitted for the purpose of background investigations for all contractors that will be on site for more than 180 days.

B. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer's Representative (COR). The contractor shall also provide all information required for background checks to meet installation, access requirements to be accomplished by the local installation's Security Forces. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

C. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government presentative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

D. The contractor will submit Contractor EAL’s for all contractor employees and subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training. AT Level I Awareness Training will be conducted when personnel report to Pass and ID to receive their base access credentials.

Personnel will sign the awareness and a copy will be maintained with the Contractor EAL. The contractor is responsible for contacting and coordinating Contractor EAL’s directly with Pass and ID. Please contact Shirley Hart at (989) 354-6210 or email shirley.hart.ctr@us.af.mil and/or Loretta Smith at (989) 354-6245 or e-mail loretta.smith.6.ctr@us.af.mil.

mailto:loretta.smith.6.ctr@us.af.mil

TDVG212456 SUMMARY 011000 - 5

1.10 SUBMITTALS

A. The Contractor will be required to submit a construction-staging plan for all traffic control, building occupation, use of aircraft parking ramp and all coordination issues for approval by the Contracting Officer’s Representative.

1.11 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:45 a.m. to 4:30 p.m., Monday through Friday, unless otherwise indicated.

a. As approved by the Contracting Officer’s Representative.

b. Contractor requests to work outside of normal business hours must be submitted to the

C.O.R. in writing a minimum of 5 business days in advance. Requests will be reviewed on a case-by-case basis.

c. Contractor will not be allowed to work on federal holidays, with the exception of utility outages as referenced below.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services as required by C.O.R.:

a. Notify C.O.R. not less than 14 calendar days in advance of proposed utility interruptions.

b. Do not proceed with utility interruptions without C.O.R.’s written permission.

c. All utility outages will be scheduled outside of normal working hours.

1.12 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:

a. 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.

b. 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.

C. 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:

a. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

b. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

TDVG212456 SUMMARY 011000 - 6

c. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

1.13 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 51-division format and CSI/CSC's "Master Format" numbering system.

a. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

b. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specifications and accompanying drawings are intended to describe and provide for finished work. They are intended to be cooperative, and what is called for in one shall be as binding as if called for in both. The drawings accompanying the specifications are intended to show the general design and arrangement of the installation and in some cases are more or less diagrammatic.

1.14 SPECIFICATIONS AND DRAWINGS

A. Specifications and Drawings are intended to permit competitive bidding, providing that the products, equipment, appliances, etc., and fully conform to these specifications.

1.15 DIVISION OF WORK

A. The various divisions of the Specifications shall not be considered as negotiations of the material and labor involved. The arrangement and order of these divisions have been made for convenience only, and it is not the intent, nor shall it be so construed, a particular trade or subcontractor must perform that work included in any one division.

B. Any item mentioned under any division heading must be supplied even though it is not specified under the heading for the respective work, but is shown on the Drawings. No claims for extras arising out of real or alleged error in such arrangement or order of the various divisions will be given consideration.

C. The organization of the specifications into divisions, sections, and articles and the arrangement of the drawings shall not control the Contractor in dividing the work among Subcontractor’s or in establishing the extent of the work to be performed by any trade.

D. Reference Contract Clause FAR 52.236-21, “Specifications and Drawings for Construction.”

TDVG212456 SUMMARY 011000 - 7

1.16 MATERIALS AND EQUIPMENT

A. Manufacturer’s names, catalog numbers, etc., used herein and on the drawings are used to denote design, workmanship, quality, operation, etc., required. Materials and equipment of other reputable established manufacturers, when conforming to these specifications and when proven equal will be approved. This paragraph shall be considered as applying throughout this specification. The contractor submitting any substitute materials for any of those named throughout these specifications shall submit to the Contracting Officer’s Representative complete specifications, performance data installations, independent laboratory tests, etc., required to prove the material equal to those specified. Materials and equipment of the same general type shall be of the same manufacturer throughout the work.

END OF SECTION 01100

TDVG212456 HAZARDOUS MATERIAL USAGE RQUIREMENTS 011620 - 1

SECTION 011620 –HAZARDOUS MATERIAL USAGE REQUIREMENTS

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 HAZARDOUS MATERIAL USAGE

A. The Contractor shall establish a hazardous material (HM) storage and distribution system when HM is to be used. All HM required to support the contract shall be identified to the Contracting Officer’s Representative (COR) to review and approval by the Hazardous Materials Management Team (HMMT) using the Contractor HM Identification Form, Alpena CRTC Form 011620. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Pre-Construction meeting.

B. The contractor shall comply with all applicable Federal, State, and Local laws, regulations, standards, and guidance including compliance with Executive Order 12856, Federal Compliance with the Right-To-Know Laws and Pollution Prevention Requirements.

C. The Contractor shall maintain Contractor HM Identification Form for HM on the job site for inspection/verification.

D. The Contracting Officer’s Representative (COR) will verify that the HM identified to HMMT is the only HM in use on the job site.

E. The contractor shall be responsible for the following items:

1. Provide a list of each material, container size and quantity of material for all proposed

Hazardous Material (HM). HM shall be construed to mean any item that is:

a. A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

b. Regulated in its disposal by EPA under 40 CFR.

c. Hazardous as defined by DOT regulations under 49 CFR.

d. Hazardous as defined by the Dangerous Goods Regulations of the International Air

Transport Association.

2. Provide a safety data sheet (SDS) for each item on the HM list. A SDS is a summary of safety, health environmental and emergency response information provided by the product manufacturer or distributor. The SDS contains information about the material hazards as required by the Hazard Communication Standard (HCS).

F. Typical examples of hazardous materials used on the job site include, but are not limited to:

a. Petroleum based liquids/gases (gasoline, kerosene, diesel, propane, butane, acetylene, etc.).

b. Explosives.

c. Adhesives and glues.

TDVG212456 HAZARDOUS MATERIAL USAGE RQUIREMENTS 011620 - 2

d. Volatile solvents (such as PVC cleaner and glues, paint thinners).

e. All paint types.

f. Liquid sealants.

g. Epoxies and coating systems.

h. Cleaners.

G. HM brought onto the ANG installation will be tracked for quantities used. Unused HM shall be inventoried and removed from the ANG installation prior to close out of the contract or expiration date of the HM. Reports of HM used and removed from the installation shall be submitted to the COR prior to the start of construction, updated monthly throughout the contract as needed, and prior to contract close-out.

H. The Contractor shall accompany the Contracting Officer’s Representative (COR) on project close-out inspection to ensure all used and unused HM has been removed from the installation.

This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

ATTACHMENT 011620

END OF SECTION 011620

TDVG212456 HAZARDOUS MATERIAL USAGE RQUIREMENTS 011620 - 1

SECTION 011620 –HAZARDOUS MATERIAL USAGE REQUIREMENTS

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 HAZARDOUS MATERIAL USAGE

A. The Contractor shall establish a hazardous material (HM) storage and distribution system when HM is to be used. All HM required to support the contract shall be identified to the Contracting Officer’s Representative (COR) to review and approval by the Hazardous Materials Management Team (HMMT) using the Contractor HM Identification Form, Alpena CRTC Form 011620. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Pre-Construction meeting.

B. The contractor shall comply with all applicable Federal, State, and Local laws, regulations, standards, and guidance including compliance with Executive Order 12856, Federal Compliance with the Right-To-Know Laws and Pollution Prevention Requirements.

C. The Contractor shall maintain Contractor HM Identification Form for HM on the job site for inspection/verification.

D. The Contracting Officer’s Representative (COR) will verify that the HM identified to HMMT is the only HM in use on the job site.

E. The contractor shall be responsible for the following items:

1. Provide a list of each material, container size and quantity of material for all proposed

Hazardous Material (HM). HM shall be construed to mean any item that is:

a. A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

b. Regulated in its disposal by EPA under 40 CFR.

c. Hazardous as defined by DOT regulations under 49 CFR.

d. Hazardous as defined by the Dangerous Goods Regulations of the International Air

Transport Association.

2. Provide a safety data sheet (SDS) for each item on the HM list. A SDS is a summary of safety, health environmental and emergency response information provided by the product manufacturer or distributor. The SDS contains information about the material hazards as required by the Hazard Communication Standard (HCS).

F. Typical examples of hazardous materials used on the job site include, but are not limited to:

a. Petroleum based liquids/gases (gasoline, kerosene, diesel, propane, butane, acetylene, etc.).

b. Explosives.

c. Adhesives and glues.

TDVG212456 HAZARDOUS MATERIAL USAGE RQUIREMENTS 011620 - 2

d. Volatile solvents (such as PVC cleaner and glues, paint thinners).

e. All paint types.

f. Liquid sealants.

g. Epoxies and coating systems.

h. Cleaners.

G. HM brought onto the ANG installation will be tracked for quantities used. Unused HM shall be inventoried and removed from the ANG installation prior to close out of the contract or expiration date of the HM. Reports of HM used and removed from the installation shall be submitted to the COR prior to the start of construction, updated monthly throughout the contract as needed, and prior to contract close-out.

H. The Contractor shall accompany the Contracting Officer’s Representative (COR) on project close-out inspection to ensure all used and unused HM has been removed from the installation.

This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

ATTACHMENT 011620

END OF SECTION 011620

Contractor Hazardous Material Identification Part I

To be completed by Contractor prior to start date and shall be maintained on the job site.

Date: ______________________________

Contractor Company: __________________________________________________________________________

Proposed Work Term: _________________________________ to ____________________________________

Contractor Point of Contact: ___________________________________________________________________

Phone: _________________________

HM to be Used:

Manufacture/ Product/Size

S.D.S.

Attached

Proposed

QTY

Disposal Procedures Comments

NOTE: Reports of HM used and removed from the installation shall be submitted to the COR prior to the start of the construction, updated monthly throughout the contract as needed, and prior to contract close-out. Refer to Section 011620 1.2 in the contract for HM definitions. See Part II for contractor closeout procedures.

Pre Construction Signatures

Contractor: __________________________________________

COR: _____________________________________ ___ CEV: __________________________________________________

Project Number/Name: _________________________________________

Alpena CRTC Form 11620, Feb 2021 PREVIOUS EDITIONS ARE OBSOLETE

Contractor Hazardous Material Identification Part II

Closeout Procedures

Contractors will accompany the COR on closeout inspection to ensure all used / unused HM was removed from the Base.

Date: ____________________________________________

Closeout Signatures:

CEV: ________________________________________________________________________________________________________

Contracting Officers Representative: ___________________________________________________________________________

Contractor: __________________________________________________________________________________________________

Alpena CRTC Form 011620, Feb 2021 (Reverse)

Project Number/Name:

HM Used:

Manufacture/ Product/Size

Unused HM - Removed from Alpena CRTC

Comments

TDVG212456 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.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

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 in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify 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 cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, which will be necessary to accommodate proposed substitution.

TDVG212456 SUBSTITUTION PROCEDURES 012500 - 2

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable 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 and 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. Detailed comparison of Contractor's construction schedule using proposed substitution 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.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. 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.

l. 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 Representative's Action: If necessary, Contracting Officer’s Representative will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Contracting Officer’s Representative 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 Contracting Officer’s Representative 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.

TDVG212456 SUBSTITUTION PROCEDURES 012500 - 3

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.1 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’s Representative will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Contracting Officer’s Representative 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. Requested substitution provides sustainable design characteristics that specified product provided.

c. Substitution request is fully documented and properly submitted.

d. Requested substitution will not adversely affect Contractor's construction schedule.

e. Requested substitution has received necessary approvals of authorities having jurisdiction.

f. Requested substitution is compatible with other portions of the Work.

g. Requested substitution has been coordinated with other portions of the Work.

h. Requested substitution provides specified warranty.

i. 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’s Representative will consider requests for substitution if received within 60 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Contracting Officer’s Representative.

1. Conditions: Contracting Officer’s Representative will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Contracting Officer’s Representative 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.

b. Requested substitution does not require extensive revisions to the Contract Documents.

TDVG212456 SUBSTITUTION PROCEDURES 012500 - 4

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Requested substitution provides sustainable design characteristics that specified product provided.

e. Substitution request is fully documented and properly submitted.

f. Requested substitution will not adversely affect Contractor's construction schedule.

g. Requested substitution has received necessary approvals of authorities having jurisdiction.

h. Requested substitution is compatible with other portions of the Work.

i. Requested substitution has been coordinated with other portions of the Work.

j. Requested substitution provides specified warranty.

k. 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 3 - EXECUTION (Not Used)

END OF SECTION 012500

TDVG212456 PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT 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 necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.3 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.

1.4 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 the following:

a. Application for Payment forms with Continuation Sheets.

b. Submittals Schedule.

c. Contractor's Construction Schedule.

2. Submit the Schedule of Values to the Contracting Officer’s Representative at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values coordinated with each phase of payment.

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.

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1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Project number.

c. Contractor's name and address.

d. Date of submittal.

2. Submit draft of AIA Document G703.

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 for labor, material and equipment.

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

4. 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 amount in excess of five percent of the contract sum.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

6. 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. Include evidence of insurance or bonded warehousing.

7. 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.

8. 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.

9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

TDVG212456 PAYMENT PROCEDURES 012900 - 3

1.5 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 the Contracting Officer’s Representative (C.O.R.) and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: Progress payments shall be submitted to the C.O.R. by the 15th of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. The contractor may be required to submit invoices electronically per FAR clause 252-232-7003.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. The Contracting Officer’s Representative 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.

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 3 signed and notarized original copies of each Application for Payment to Contract Officer by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.

TDVG212456 PAYMENT PROCEDURES 012900 - 4

G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

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 proceeded 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. Products list (preliminary if not final).

5. Schedule of unit prices.

6. Submittals Schedule (preliminary if not final).

7. List of Contractor's staff assignments.

8. List of Contractor's principal consultants.

9. Copies of permits.

10. Copies of authorizations and licenses from authorities having jurisdiction for performance of the work.

11. Initial progress report.

12. Report of preconstruction conference.

13. Certificates of insurance and insurance policies.

14. Performance and payment bonds.

15. Data needed to acquire Owner's insurance.

16. Initial settlement survey and damage report if required.

I. Application for Payment at Substantial Completion: After issuing 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.

2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: 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.

TDVG212456 PAYMENT PROCEDURES 012900 - 5

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Final liquidated damages settlement statement.

9. Release of Claims

10. Subcontractor Register.

11. Warranties.

12. As-builts.

END OF SECTION 01290

TDVG212456 PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

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 provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Requests for Information (RFIs).

3. 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 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request from Owner, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 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, and telephone number of entity performing subcontract or supplying products.

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 15 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 and telephone

TDVG212456 PROJECT MANAGEMENT AND COORDINATION 013100 - 2

numbers, including home, office, and 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, and by each temporary telephone. Keep list current at all times.

1.5 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. Coordination: Each contractor shall coordinate…