Hangar_601_Complete_Specs.pdf

ALPENA COMBAT READINESS TRAINING CENTER

ALPENA, MICHIGAN

MAINTAIN EXTERIOR OF HANGARS

BUILDING 601

PROJECT NO: TDVG082381

SPECIFICATIONS

Prepared by

Bradley J. Butcher and Associates, PC 147 West Main Street, Suite 303

Gaylord, Michigan 49735

With

C2AE

123 West Main Street, Suite 200 Gaylord, Michigan 49735

ALPENA COMBAT READINESS TRAINING CENTER

MAINTAIN EXTERIOR OF HANGARS

BUILDING 601

ALPENA, MICHIGAN

PROJECT TDVG082381

DIVISION 1 – GENERAL REQUIREMENTS

011000 Summary of Work 012900 Payment Procedures 013100 Project Management & Coordination 013200 Construction Progress Documentation 013300 Submittal Procedures 014000 Quality Requirements 015000 Temporary Facilities & Controls 015950 Safety and Health 017700 Closeout Procedures 017820 Operation & Maintenance Data 019000 Hazardous Material Remediation

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

079200 Joint Sealants

DIVISION 8 – OPENINGS

081113 Hollow Metal Doors and Frames 083613 Sectional Doors 087000 Door Hardware 088000 Glazing

DIVISION 9 – FINISHES

099113 Exterior Painting

DIVISION 10 – SPECIALTIES

101400 Signage

DIVISION 26 – ELECTRICAL

260000 General Electrical Requirements 265600 Exterior Lighting

Exterior Paint Test Report 9

MAINTAIN EXTERIOR of HANGARS – BUILDING 601

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 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Use of premises.

4. Controlled Access.

5. Work restrictions.

6. Specification formats and conventions.

B. Related Sections include the following:

1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Maintain Exterior of Hangars.

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

1. Contract Specialist: TSgt Jonathan Bodus, MIANG.

2. Contracting Officer’s Representative (C.O.R.): Major Josiah Meyers.

C. Architect: Bradley J. Butcher & Associates.

1. Project Manager: Tim Baker.

D. The Project consists of the following:

1. Repair and paint Building 601, along with replacing two overhead doors, skylites and selected light fixtures.

1.4 TYPE OF CONTRACT

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

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1.5 PERFORMANCE PERIOD

A. The performance period for this contract shall be 60 calendar days. This performance period is for a complete project to include all punch lists, clean-up and final invoice.

1.6 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.

1.7 USE OF PREMISES

A. General: Each Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits:

a. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet (12.2 m) beyond building perimeter; 5 feet (1.5 m) beyond primary roadway curbs, walkways, and main utility branch trenches; and 25 feet (7.6 m) beyond pervious paving areas.

1.8 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, date of birth and social security number. Typed entry Authorization Lists (EAL) must include a list of all employee’s, subcontractor’s, and vendors requiring access to the base. This request is to be submitted to the COR (Contracting Officer’s Representative) 48 hours prior to contractor arrival and will be forwarded to security operations. 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 interactive awareness course before obtaining their pass. This may be done on station or may be accessed on the internet at http:/at-awareness.org, access code-aware. Training takes approximately 30

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– 60 minutes. When completed, click on e-mail and send to loretta.cousineau@micrtc.ang.af.mil (this logs your training in the data base as complete.) 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 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.

1.9 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, except otherwise indicated.

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

2. 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.

3. 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.:

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

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

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

1.10 SPECIFICATION FORMATS AND CONVENTIONS

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

1. 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.

2. 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.

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1.11 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.

1.12 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.”

1.13 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 reported to the Hazardous Material Pharmacy (HMP) using the Contractor HM Identification Form. The Contractor Identification Form will be provided to the Contractor at or prior to the Pre-Construction meeting. Additional HM needed by the Contractor shall be identified to the Contracting Officer’s Representative for approval by the Hazardous Material Pharmacy (HMP) (See Section 01595 “Safety and Health” Attachment “Contractor Hazardous Material Identification Form).

B. The Contractor planning to use HM for the work must register with the base Hazardous Material Pharmacy (HMP) prior to start of work in order to support the installation’s compliance with Executive Order 12856, Federal Compliance with 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. Contracting Officer’s Representative will verify that the HM identified to HMP is the only HM in use on the job site.

E. Contractors shall provide the following to the HMP:

1. Provide a list of each material and quantity of material for all proposed HM. Hazardous

Material (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).

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b. Regulated in it’s 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 material safety data sheet (MSDS) for each item on the list.

3. 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.

d. Shot charges for anchor systems.

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

f. Non-water based paints.

g. Liquid sealants.

h. Epoxies and coating systems.

i. Acidic or alkali cleaners.

F. The Contractor shall establish his/her own HM storage and issue location that complies with federal, state and local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the ANG installation prior to close out of the contract or expiration date of the HM. Reports of material delivered, used and removed from the installation shall be submitted to the Contracting Officer’s Representative monthly and prior to contract close-out.

G. The Contractor shall comply with all federal, state and local environmental standards.

H. The Contractor shall accompany the Contracting Officer’s Representative (COR) and the installation Environmental Manager (EM) 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 (See Section 01595 “Safety and Health” Attachment “Contractor Hazardous Material Identification Close-Out Form).

I. Any material suspected of being hazardous that is encountered during performance of a project shall immediately be brought to the attention of the Contracting Officer’s Representative, at which time a determination will be made as to whether hazardous material testing shall be performed. If the Contracting Officer’s Representative directs the contractor to perform tests and/or the material is found to be of a hazardous nature requiring additional protective measures, a task order modification may be required, subject to equitable adjustment under the term’s of the contract

J. The contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in project areas. Friable asbestos-containing material is any material that contains more than one percent asbestos by weight, and, that hand pressure can crumb, pulverize or reduce to powder when dry. Non-friable asbestos-containing materials are materials in which asbestos fibers are bound by a matrix material, saturate, impregnate or coating. Non-friable asbestos-containing materials do not normally release airborne asbestos fiber during routine handling and end-use. However excessive fiber concentrations may be produced during

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uncontrolled abrading, sanding, drilling, cutting, machining, removal, demolition, or other similar activities. 29 CFRs 1910.1001, 1910.1009 and 2916-55 shall be referenced in the event asbestos-containing materials are encountered. Friable asbestos-containing materials are not authorized for use in new construction or maintenance projects.

1.14 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 manufacturer’s, 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 011000

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 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

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.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.

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

a. Project name and location.

b. Project number.

c. Contractor's name and address.

d. Date of submittal.

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2. See Section 00800 of the contract for invoice format.

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.

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 amounts, where appropriate.

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. If specified, 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.

1.5 APPLICATIONS FOR PAYMENT

A. Each 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. The amount that shall be paid under a progress payment shall not exceed 90% of the total amount requested.

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

TDVG082381 PAYMENT PROCEDURES 012900 - 2

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement.

C. 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.

D. Payment Application Forms: See Section 00800 of the contract for invoice format.

E. Application Preparation: Complete every entry on form. 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 of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

F. Transmittal: Submit one signed original copy 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.

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 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 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 waivers of lien on forms, executed in a manner 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.

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 authorizations and licenses from authorities having jurisdiction for performance of the Work.

10. Initial progress report.

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11. Report of preconstruction conference.

12. Certificates of insurance and insurance policies.

13. Performance and payment bonds.

14. Data needed to acquire Owner's insurance.

15. 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.

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. Evidence that claims have been settled.

5. 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.

6. Final, liquidated damages settlement statement.

7. Release of Claims

8. Operation and Maintenance manuals.

9. Subcontractor Register.

10. Warranties.

11. As-builts.

END OF SECTION 012900

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 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Project meetings.

2. Project Supervision.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor.

C. Related Sections include the following:

1. Division 1 Section "Construction Progress Documentation" for preparing and submitting Contractor's Construction Schedule.

2. Division 1 Section "Closeout Procedures" for coordinating Contract closeout.

1.3 COORDINATION

A. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work.

Each contractor shall coordinate its operations with 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 with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

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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.

9. Project closeout activities.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate required installation sequences.

c. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Contract Officer’s Representative for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

2. Sheet Size: At least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

3. Number of Copies: See Section 01330 ‘Submittal Procedures.

B. Submit Coordination Drawing for pipe chase between rooms 108 and 113 in the Squadron Operations building.

1.5 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting.

B. Pre-bid Conference: Pre-bid conference will be held by the Contracting Officer’s Representative (C.O.R.) in the Offices of the Base Civil Engineer, Alpena Combat Readiness Training Center, at a time and date established by the C.O.R. but at least (10) ten days prior to the date of bid opening. The purpose of the Pre-bid Conference will be to clarify the

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1. The Pre-bid Conference shall be attended by all General Contractors purposing to bid this work and may be attended by any appropriate subcontractors.

2. Material suppliers shall not attend this Conference. No questions of material suppliers will be answered at this conference.

3. The General Contractors may ask questions for clarification.

C. Preconstruction Conference: Preconstruction Conference shall be scheduled by the Contracting Officer’s representative as soon as practical after award of the contract, for the purpose of reviewing the requirements of the Contract Documents, working conditions, access to the site, security, progress schedule, application for progress payments and any other matter that should properly be discussed prior to the actual start of construction.

1. The following Contractor personnel must be present at the Preconstruction conference:

a. General Contractor

b. General Contractor’s Superintendent

c. All major subcontractors and superintendents as determined by the General

Contractor and the C.O.R.

D. Progress Meetings: Progress meetings will be held at monthly intervals. Coordinate dates of meetings with preparation of payment requests.

1. Attendees: In addition to the C.O.R., each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

E. Coordination Meetings: Conduct Project coordination meetings as required during construction. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences.

1. Attendees: In addition to C.O.R., each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work

1.6 CONSTRUCTION SUPERVISION

A. The General Contractor is required to have a project manager / superintendent on site anytime work is being performed. No work shall be performed by sub-contractor’s without representation on-site by the prime contractor.

B. The Government reserves the right to exclude or remove from the site or building any employee of the Contractor or a subcontractor whom the Government deems incompetent, careless, TDVG082381 PROJECT MANAGEMENT AND COORDINATION 013100 - 3

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insubordinate or otherwise objectionable, or whose continued employment on the work is deemed by the Government to be contrary to the public interests.

END OF SECTION 013100

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule.

2. Submittals Schedule.

3. Daily construction reports.

4. Material location reports.

5. Field condition reports.

6. Special reports.

7. Project Progress Schedule and Reports

8. Project Record Documents

B. Related Sections include the following:

1. Division 1 Section "Payment Procedures" for submitting the Schedule of Values.

2. Division 1 Section "Submittal Procedures" for submitting schedules and reports.

3. Division 1 Section "Quality Requirements" for submitting a schedule of tests and inspections.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by the Contracting Officer.

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C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Major Area: A story of construction, a separate building, or a similar significant construction element.

G. Milestone: A key or critical point in time for reference or measurement.

1.4 SUBMITTALS

A. Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large enough to show entire schedule for entire construction period.

B. Field Condition Reports: Submit two copies at time of discovery of differing conditions.

C. Special Reports: Submit two copies at time of unusual event.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order approved by the Contracting Officer.

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B. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis to demonstrate the effect of the proposed change on the overall project schedule.

C. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.

D. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

2.2 REPORTS

A. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation on CSI Form 13.2A. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

2.3 SPECIAL REPORTS

A. General: Submit special reports directly to the Contracting Officer’s Representative within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report.

List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

2.4 PROJECT PROGRESS SCHEDULE AND REPORTS

A. Within 10 days after contract award, the Contractor shall submit the original and 2 copies of AF form 3064, Contract Progress Schedule to the Base Civil Engineer.

B. Progress Reports (on AF Form 3065) shall be completed by the Contractor on a twice-monthly (on 15th and 30th) basis. The Contractor shall send the original directly to the Contracting Officer’s Representative.

2.5 PROJECT RECORD DOCUMENTS

A. General: Throughout the progress of work, maintain an accurate record of changes and concealed utilities in the contract documents.

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B. Product: Promptly following the award of contract, secure from the owner one complete set of contract documents, to be used as “job records” for recording changes and “as built” information.

C. Execution:

1. Do not use the record set for anything other than to record changes occurring in the Contract documents during the progress of work.

2. The Contractor shall be expected to keep record drawings as correct as possible. This will be more easily accomplished if the Contractor makes entries within 24 hours of receipt of any and all information that changes have occurred.

3. Upon completion of work, and as a condition of acceptance of the final product, deliver the properly annotated documents along with the “as built” or construction drawings and a real property installed equipment list to include any and all operations and maintenance manuals.

2.6 Transfer and Acceptance of Real Property

A. Contractor shall complete DD form 1354 worksheet during project closeout. The worksheet will be provided at the preconstruction meeting.

B. Contractor can contact Alpena CRTC Real Property Manager for instructions to complete the form.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

B. Distribution: Distribute copies of approved schedule to the Contracting Officer’s Representative, Architect, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

END OF SECTION 013200

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Sections include the following:

1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values.

2. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings.

3. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule.

4. Division 1 Section "Quality Requirements" for submitting test and inspection reports.

5. Division 1 Section "Closeout Procedures" for submitting warranties.

6. Division 1 Section "Operation and Maintenance Data" for submitting operation and maintenance manuals.

7. Division 1 Section "Demonstration and Training" for submitting videotapes of demonstration of equipment and training of Owner's personnel.

8. Divisions 2 through 51 Sections for specific requirements for submittals in those

Sections.

1.3 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by the Contracting Officer’s Representative (C.O.R.) for Contractor's use in preparing submittals.

B. Contractors shall submit all requests for material approval on AF form 3000. Materials include articles, supplies, raw materials, shop drawings, equipment, parts, components, etc.

C. Number of submittal copies and distribution of submittals shall be covered during the Preconstruction Conference.

D. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

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2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer’s Representative reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

E. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on the C.O.R.’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 21 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. The C.O.R. will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 21 days for review of each resubmittal.

3. Any project delays that result from submittal rejections and subsequent resubmissions are the sole responsibility of the Contractor.

F. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Contract Officer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of subcontractor.

d. Name and address of supplier.

e. Name of manufacturer.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Location(s) where product is to be installed, as appropriate.

i. Other necessary identification.

G. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. The C.O.R. will discard submittals received from sources other than Contractor.

I. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked "Approved” or “Furnish as Corrected."

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J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

K. Use for Construction: Use only final submittals with mark indicating "Approved" or “Furnish as Required” taken by the C.O.R.

L. Acceptance of shop drawings by the C.O.R. will be general only. Acceptance will not relieve the Contractor or Subcontractor of the responsibility for accuracy of such shop drawings, proper fitting, coordination, construction of work, and furnishing materials and work required by Contract, but not indicated on shop drawings. Acceptance of shop drawings shall not be construed as approving departures from Contract requirements. Any submittal including a variation from the contract documents must be clearly identified as such.

1. Contractor is responsible for verifying all dimensions. Approved submittals are not reviewed by the owner for proper dimensions.

M. Prior to issuance of the NTP, the Contractor will submit to the C.O.R. a chronological Material Submittal Schedule.

1. In preparing the Material Submittal schedule, the Contractor will list his required submittals consistent with his own construction strategy, and chronologically on a week-by-week basis.

2. All submittals involving a color selection must be forwarded, reviewed and approved prior to placement of the order for materials. No final color selection will be made until all of the color-related submittals have been submitted.

N. Use submittal matrix provided at the end of this section as a guide for submission requirements.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

B. Submittals and Substitutions:

1. When submitting under the “or approved equal” category, the contractor shall submit product data for both the specified product and the product being submitted for approval.

C. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

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b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

D. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

m. Relationship to adjoining construction clearly indicated.

n. Seal and signature of professional engineer if specified.

o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

E. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

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a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected.