3-Alpena CTRC -Repair Roof B370 -TDVG192724-B3 - TECH SPECS.pdf
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- Solicitation number
- RFP 171 260000002164 1
- Issued by
- Allegan County, Michigan
About this file
This technical specification document is issued by the National Guard Bureau and the Michigan Air National Guard for the Repair Roof B370 project at the Alpena Combat Readiness Training Center in Alpena, Michigan. The project involves the removal and replacement of the metal roofing system on Building 370, including installation of PMMA/PMA roofing systems over self-adhered membranes and insulation, replacement of roof trough metal wall panels, installation of heated drip edges with heating cables to prevent snow and ice accumulation, installation of gutter and downspout systems with heated cables, cleaning and sealing of exterior CMU walls, and saw cutting, repointing, and sealing of exterior CMU walls on the east and west elevations. The work is governed under Contract W9133L16D0005, Order W50S8620F0011, and is designed by FSB Federal Design Group JV/Mott MacDonald LLC. The project shall be conducted in phased work sequences to maintain building watertightness, with government occupancy continuing throughout construction during weekday business hours from 6:30 AM to 4:00 PM. Work during government unoccupied hours requires 48-hour advance notice and approval from the Contracting Officer and shall be performed at no additional cost to the government.
The specifications detail extensive administrative requirements including submission of preliminary and contractor construction schedules within 10 working days of the Notice to Proceed, submittal procedures for shop drawings and product data via email in PDF format through the ConstructEx Platform with 14 calendar days for review, hazardous materials identification and tracking through the base Hazardous Material Pharmacy, and mandatory pre-construction and progress meetings. The contractor must provide a full-time project coordinator, safety and health officer, and energy conservation officer, and shall establish temporary facilities including offices, storage areas, and utilities at no additional charge to the government. Quality control requirements include independent testing agency services for specified construction activities, with costs borne by the contractor. The project requires compliance with federal, state, and local environmental regulations, NFPA and OSHA standards for safety, and preservation of existing building conditions and occupant safety throughout the construction period.
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Specifications
Proposed Site
Type B-3 Final Design Submission
February 9, 2023
Prepared for:
The National Guard Bureau Contract: W9133L16D0005, Order: W50S8620F0011
And
Michigan Air National Guard Alpena Combat Readiness Training Center – Alpena, MI
111 Wood Avenue South, Suite 102
Iselin, New Jersey 08830
973.379.3400 | fsb-fdg.com mottmac.com
Repair Roof B370
FY 2023, PN TDVG192724
Michigan Air National Guard – Alpena, MI
Project No.: TDVG192724
TABLE OF CONTENTS TOC-1
TABLE OF CONTENTS
DIVISION SECTION TITLE
DIVISION 1 – GENERAL REQUIREMENTS
011000 SUMMARY
011400 WORK RESTRICTIONS
013100 PROJECT MANAGEMENT AND COORDINATION
013200 CONSTRUCTION PROGRESS DOCUMENTATION
- CONSTRUCTION PROGRESS SCHEDULE (AF Form 3064)
- CONTRACT PROGRESS REPORT (AF Form 3065)
013300 SUBMITTAL PROCEDURES
- SCHEDULE OF MATERIAL SUBMITTALS (AF Form 66)
014000 QUALITY CONTROL
014200 REFERENCES
015000 TEMPORARY FACILITIES AND CONTROLS
015240 CONSTRUCTION WASTE MANAGEMENT
015930 SECURITY REGULATIONS
015950 SAFETY AND HEALTH
016000 PRODUCT REQUIREMENTS
017000 EXECUTION REQUIREMENTS
017310 CUTTING AND PATCHING
017320 SELECTIVE DEMOLITION
017700 CLOSEOUT PROCEDURES
017820 OPERATION AND MAINTENANCE DOCUMENTATION
DIVISION 2 – EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
DIVISION 4 – MASONRY AND STONE
040110 MASONRY RESTORATION
DIVISION 6 – WOOD AND PLASTICS
061053 MISCELLANEOUS ROUGH CARPENTRY
DIVISION 7 – THERMAL AND MOISTURE PROTECTION
070150.19 PREPARING FOR REROOFING
075219 CONVENTIONAL SBS-MODIFIED BITUMEN/PMMA
HYBRID MEMBRANE INSULATED ROOFING ASSEMBLY
075600 COLD LIQUID-APPLIED PMMA/PMA FLASHINGS STANDING
SEAM METAL ROOF REPAIR
076200 SHEET METAL FLASHING AND TRIM
077200 ROOF ACCESORIES
079200 JOINT SEALANTS
TABLE OF CONTENTS TOC-2
DIVISION 26 – ELECTRICAL
260500 BASIC ELECTIRCAL REQUIREMENTS
260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
267000 SPECIALTY ICESTOP SYSTEM
SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 PROJECT IDENTIFICATION
A. Project Name and Location: Repair Roof B370 Michigan Air National Guard Base, Alpena, MI
B. Project Summary Description: The project includes, but is not limited to, the removal and replacement of the metal roofing system to fulfill the mission’s requirements:
1. Repair and modify building 370 damaged roof areas with the following roofing system:
a. Roof A, and Roof Troughs A to D shall be replaced with PMMA, PMA (ALSAN SYSTEM), over a self-adhered membrane, over roofing cover board adhered tapered insulation adhered to flat insulation mechanically attached to existing metal deck.
b. Roof Troughs A to D metal wall panels shall be replaced with modified with PMMA, PMA (ALSAN SYSTEM) over bituminous wall flashing system over roofing cover board over metal framing fasten to existing structure.
c. Main Roof drip edge shall be modified with a Heated Drip edge (Heating Cables) to prevent snow/ice avalanches into to Roof Troughs (A to D). A gutter and downspout system shall be installed to assist rainwater travel. The gutter and downspout shall be installed with Heated cables to prevent ice buildup.
d. Exterior CMU Walls shall be cleaned and sealed.
e. Saw cutting, repointing and sealing exterior CMU walls at areas below roof trough only (east and west elevation only)
2. Provide metal flashing and sealant systems as required for proper installation and watertightness of the roofing and wall systems.
C. The project was designed by:
FSB Federal Design Group, JV/Mott MacDonald, LLC 111 Wood Avenue South, Suite 102 Iselin, NJ 08830
D. The Contracting Officer for the project is:
Steven A. Stocking Selfridge ANG Base Minesota 48048-5313 Tel: (586)239-4881 amy.l.kline.civ@mail.mil mailto:amy.l.kline.civ@mail.mil
SUMMARY 011000 - 2
E. Architect: The term Architect or Engineer (A/E) refers to the project designer. The A/E’s status relative to the construction will be delineated in writing by the Contracting Officer prior to the pre-construction conference.
1.2 WORK SEQUENCE
A. The work shall be conducted in phases, so the amount of roofing removed has to be replaced the same day so the building remains watertight.
B. An office/administration room will be available at any one time for the Contractors use. The Government will occupy the building during the entire construction phase.
1.3 WORK UNDER OTHER CONTRACTS
It is not anticipated that any other Contractor will perform any work in the building during this project. However, if the Government requires that another Contractor perform work in this building the Contractor shall cooperate with other contractors performing this work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.
1.4 MISCELLANEOUS PROVISIONS
A. Work in the extension of existing conditions shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.
B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.
1. Replacements of existing conditions that are removed shall match similar existing conditions.
2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer and coordination with the COR.
3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.
4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.
C. Existing structures will remain in place.
D. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer.
PART 2 - PRODUCTS (Not Applicable)
SUMMARY 011000 - 3
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01100
WORK RESTRICTIONS 011400 - 1
SECTION 011400 - WORK RESTRICTIONS
1.1 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.2 CONTRACTOR USE OF PREMISES
A. The Contracting Officer or Contracting Officer's Representative will conduct a pre-construction survey with the Contractor to review and document the existing conditions surrounding the project premises prior to the beginning of any construction activity.
B. The Contractor shall limit use of the premises to the work in areas indicated, to allow for Government occupancy and public use.
1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.
2. Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and visitors. Do not use these areas for parking or storage of materials.
3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.
4. Maintain existing building in a safe and weathertight condition throughout the construction period. Repair damage caused by construction operations. Take precautions to protect the building, its occupants, and the public during the construction period.
5. Keep public areas, such as hallways, lobbies, and toilet rooms, free from accumulation of waste material, rubbish, construction debris and construction materials.
6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government.
Arrange and gain approval for use of this space through the Contracting Officer.
7. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government or other's property, shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.
8. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building.
9. The Contractor and Contractor's employees shall coordinate parking needs and restrictions with Contracting Officer.
1.3 GOVERNMENT OCCUPANCY
A. The Government will occupy the site and the existing building during the entire period of construction. Cooperate with the Government's representatives during construction operations
WORK RESTRICTIONS 011400 - 2
to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.
1.4 WORKING HOURS
A. Government Occupied Hours: Government personnel are scheduled to occupy the building during the following hours on weekdays, Monday through Friday, except for established Government Holidays: 6:30 AM to 4:00 PM.
B. Government Unoccupied Hours: Government personnel are not scheduled to occupy the building during times not indicated as Government Occupied Hours.
C. Contractor's General Working Hours: The Contractor working hours shall be generally established to occur during Government Occupied Hours.
D. Work accomplished during Government Unoccupied Hours shall be performed at no additional cost to the Government. Contractor shall submit a proposed schedule and gain the Contracting Officer's approval at least 48 hours before proceeding with any work during Government Unoccupied Hours.
E. Temporary Suspension of Work: The Contractor shall suspend work during Government emergencies. Contractor shall not be entitled to an adjustment of the Contract price or time of performance as a result of this suspension of work.
END OF SECTION 01140
HAZARDOUS MATERIAL USAGE REQUIREMENTS 011620 - 1
SECTION 011620 - HAZARDOUS MATERIAL USAGE REQUIREMENTS
1.1 PROJECT IDENTIFICATION
A. Drawings and general provisions of the Contract, 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 reported to the Hazardous Material Pharmacy (HMP) using the Contractor HM Identification Form. The Contractor HM Identification Form will be provided to the Contractor at or prior to the PreConstruction meeting. Additional HM needed by the contractor shall be identified to the Contracting Officer’s Representative (COR) for approval by the HMP. Reference Attachment 011620A.
B. The contractor planning to use HM for the work shall register with the base HMP prior to start of work in order to support the installation’s 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 COR will verify that the HM identified to HMP 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 and quantity of material for all proposed Hazardous
Materials (HM). HM shall be construed to mean any item that is:
a. A health hazard or physical as defined in 29 CFR, 1910.1200 ©.
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 Good Regulations of the International Air
Transport Association.
F. Provide a safety data sheet (S.D.S.) for each item on the HM list.
1. Typical examples of hazardous materials used on the job site include, but are not limited to:
a. Petroleum base 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-base paints
g. Liquid sealants
HAZARDOUS MATERIAL USAGE REQUIREMENTS 011620 - 2
h. Epoxies and coating systems
i. Acidic or alkali cleaners
G. The Contactor shall establish a construction specific HM storage and issue location that fully 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 materials delivered, used, and removed from the installation shall be submitted to the COR monthly and prior to contract close-out.
H. The contractor shall comply with all Federal, State, and Local environmental Standards.
I. The contractor shall accompany the (COR) on project close-out inspection to ensure all used/unused HM is 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. Reference Attachment 011620B.
J. The contractor shall accompany the (COR) on project close-out inspection to ensure all used/unused HM is 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. Reference Attachment 011620B.
K. 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, at which time a determination will be made as to whether hazardous material testing shall be performed. If the Contracting Officer 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 terms of the contract
1.3 HAZARDOUS MATERIAL IDENTIFICATION FORMS
A. If Hazardous materials are discovered on the Project Site, the Contractor shall complete and submit the following Hazardous Material Forms – Attachments 011620A & 011620B to the Contracting Officer’s Representative.
END OF SECTION 01100
Alpena CRTC Form 11620, Feb 2021 PREVIOUS EDITIONS ARE OBSOLETE
Contractor Hazardous Material Identification Part I
To be completed by Contractor prior to start date and shall be maintained on the job site.
Project Number/Name: 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:
Alpena CRTC Form 11620, Feb 2021 PREVIOUS EDITIONS ARE OBSOLETE
Contractor Hazardous Material Identification Part I
To be completed by Contractor prior to start date and shall be maintained on the job site.
Project Number/Name: 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 MANAGEMENT AND COORDINATION 013100 - 1
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
1.1 SUMMARY
A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:
1. General project coordination.
2. Conservation.
3. Administrative and supervisory personnel.
4. Conferences and meetings.
5. Utility service interruptions.
6. Cleaning and protection.
1.2 GENERAL PROJECT COORDINATION
A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work.
Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.
1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.
2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.
3. Accommodate items scheduled for later installation.
B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.
C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work.
Administrative procedures include but are not limited to the following:
1. Preparation of schedules.
2. Installation and removal of temporary facilities.
3. Delivery and processing of submittals.
4. Progress meetings.
5. Project closeout activities.
1.3 CONSERVATION
PROJECT MANAGEMENT AND COORDINATION 013100 - 2
A. Consider conservation of energy, water and materials in the conduct of construction operation.
Salvage materials and equipment involved in the performance of, but not incorporated into, the Work.
B. Energy Conservation Plan: Develop a program to minimize use of energy. Program shall minimally include the following:
1. Designation of an energy conservation officer.
2. Identification of energy conservation measures to reduce energy usage.
3. Establishment of energy usage goals for the project.
4. Means for enforcing energy conservation measures.
C. Implementation of Energy Conservation Plan: Contractor's energy conservation officer shall provide on-site instruction of workers in the methods to conserve energy, and shall manage the process for the duration of the Contract.
1. Contractor shall initiate the plan by issuing notices to the parties of the project, installation of meters or other instruments to record usage where practical, and other measures to encourage energy conservation.
2. The energy conservation officer shall report monthly, in writing, the measures taken to effect energy conservation, records or estimates of usage and savings, and other points of interest. Copies of each report shall be distributed to each significant party of the project, including the Contracting Officer.
D. Waste Management Plan: See Section 015240 “Construction Waste Management” for the requirements for the construction management plan.
1.4 ADMINISTRATIVE AND SUPERVISORY PERSONNEL
A. In addition to the Project superintendent, the Contractor shall provide other administrative and supervisory personnel as required for proper performance of the Work:
1. Contractor to submit resumes of the individual(s) being assigned by the contractor to oversee the project. It is recommended that the Contractor provide personnel who have supervised like construction projects in size and scope for a minimum of three (3) years prior to this project and those references are provided to the Contracting Officer upon award.
2. Refer to (1.8) Submittal for specifics on time, etc when these recommended personnel are to be submitted.
B. Project Coordinator: Provide a full-time project coordinator, experienced in the administration and supervision of building construction, including mechanical and electrical work. The project coordinator shall be authorized to act as the coordinator of construction activities, including but not limited to the following:
1. Scheduling and sequencing of Work.
2. Negotiate price and other changes to the contract.
3. Sharing access to work spaces.
4. Installations.
5. Protection of work.
6. Cutting and patching.
PROJECT MANAGEMENT AND COORDINATION 013100 - 3
7. Selections for compatibility.
8. Preparation of coordination of drawings.
9. Inspection and tests.
10. Temporary services and facilities.
11. Scheduling and sequencing of electrical activities.
12. Protection of electrical work.
13. Cutting and patching for electrical work.
14. Tolerances for electrical work.
15. Electrical inspections and tests.
16. Utilization of electrical temporary services and facilities.
C. Safety and Health Officer: Provide a safety and health officer whose duties shall consist of developing and implementing safety and health programs specified in Division 1 Section "Safety and Health."
D. Energy Conservation Officer: Provide an energy conservation officer whose duties shall consist of developing and implementing a program for minimizing use of energy on the site.
1.5 CONFERENCES AND MEETINGS
A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place to be determined after award.
Conference shall review responsibilities and personnel assignments.
1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:
a. Contracting Officer.
b. Base Civil Engineer.
c. Contracting Officers Representative (COR).
d. Architect & Engineering Firm Representatives.
e. Contractor and Project Superintendent.
f. Major subcontractors if required.
g. Major suppliers if required.
h. Prime Building Occupant Management.
2. Agenda: Subjects for discussion shall include items of significance that could effect progress, including but not limited to the following:
a. Tentative construction schedule.
b. Critical work sequencing.
c. Designation of responsible personnel.
d. Procedures for processing field decisions and Change Orders.
e. Procedures for processing Applications for Payment.
f. Distribution of Contract Documents.
g. Submittal of Shop Drawings, Product Data, and Samples.
h. Preparation of Record Documents.
i. Use of the premises.
j. Parking availability.
PROJECT MANAGEMENT AND COORDINATION 013100 - 4
k. Office, work, and storage areas.
l. Equipment deliveries and priorities.
m. Safety procedures.
n. First aid.
o. Security.
p. Housekeeping and progress cleaning.
q. Working hours.
3. Reporting: No later than 3 working days after the conference, the Contracting Officer shall distribute minutes of the conference to each party present and to other concerned parties, including the Contractor, COR and the A&E firm as a minimum. This may be done by electronic means.
B. Preinstallation Conferences: The Contractor shall conduct a preinstallation conference at the Project Site before each construction activity that requires coordination with other construction.
1. Attendees: In addition to the Contractor's representative, the installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend. Prior to conferences, advise the Contracting Officer of scheduled conference dates.
2. Agenda: Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including requirements for the following.
a. Contract Documents.
b. Options.
c. Related Change Orders, including accepted Value Engineering proposals.
d. Purchases.
e. Deliveries.
f. Submittals.
g. Review of mockups.
h. Possible conflicts.
i. Compatibility problems.
j. Time schedules.
k. Weather limitations.
l. Manufacturer's recommendations.
m. Warranty requirements.
n. Compatibility of materials.
o. Acceptability of substrates.
p. Temporary facilities and controls.
q. Space and access limitations.
r. Governing regulations.
s. Safety.
t. Testing and inspecting requirements.
u. Required performance results.
v. Protection.
3. Reporting: Contractor shall record significant discussions and agreements and disagreements of each conference. No later than 3 working days after each conference, PROJECT MANAGEMENT AND COORDINATION 013100 - 5 the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer, COR and Architect.
4. Do not proceed with the installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to the performance of the work, and reconvene the conference at the earliest feasible date.
C. Progress Meetings: The Contractor shall conduct progress meetings at a site, date and time to be determined in conjunction with the Contracting Officer and the COR.
1. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of the previous progress meeting.
Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the Contract Time.
b. Review the present and future needs of each entity present, including but not limited to the following:
1) Interface requirements.
2) Time.
3) Sequences of operations.
4) Status of submittals.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site utilization.
9) Temporary facilities and controls.
10) Hours of work.
11) Hazards and risks.
12) Housekeeping and progress cleaning.
13) Quality and work standards.
14) Change Orders.
15) Documentation of information for payment requests.
16) Updating of Record Documents.
3. Reporting: No later than 3 working days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, including the Contracting Officer, COR and Architect. Include a brief summary, in narrative form, of progress since the previous meeting and report.
4. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or
PROJECT MANAGEMENT AND COORDINATION 013100 - 6
recognized. The revised schedule shall be issued concurrently with the report of each meeting.
D. Coordination Meetings: The Contractor shall conduct project coordination meetings at regular intervals, to verify detailed coordination procedures for the upcoming construction operations in order to avoid potential problems and misunderstandings.
1. Frequency of Meetings: Bi-Weekly (every 2 weeks).
2. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier or other entity involved in coordination or planning construction activities shall be represented. All participants shall be authorized to conclude matters relating to the Work.
3. Agenda: Review the plans and requirements of each entity present, including but not limited to the subjects listed for Progress Meetings.
4. Reporting: No later than 3 working days after each meeting, the Contractor shall distribute minutes of meeting to each party present and to other concerned parties, including the Contracting Officer, COR and the Architect.
1.6 UTILITY SERVICE INTERRUPTIONS
A. Utility Service Interruption Plan: Contractor shall submit a utility service interruption plan for the project. Plan shall include dates and times of each scheduled interruption, with estimated period of outage, list of existing equipment that will be affected by the interruption, proposed sequence of equipment shut-down and start-up, and responsible personnel.
1. Keep interruptions and periods of interruption to a minimum.
2. Schedule interruptions during times when the facility is unoccupied.
3. Plan must be approved in writing by the Contracting Officer and COR after consultation with the specific building manager(s). If not approved, consult with the COR, and revise and resubmit the plan until approved.
B. Coordination of Interruptions: Sufficiently in advance (minimum of 72 hours) of each scheduled utility interruption, the Contractor shall issue a notice to all affected parties, confirming each provision of the interruption, or canceling and rescheduling. Coordinate with the Contracting Officer and COR, and confirm that the responsible personnel are prepared to execute the shut-down and start-up of affected existing equipment, prior to each interruption.
1.7 SUBMITTALS
A. Energy Conservation: Within 10 working days after commencement of construction, submit the energy conservation plan, followed by monthly implementation reports.
B. Staff Names: Within 15 calendar days after commencement of construction, submit a list of principal staff assignments, including the superintendent and other primary personnel at the Project site. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers.
1. Post copies of this list in the project meeting room, temporary field office and at each temporary telephone location.
PROJECT MANAGEMENT AND COORDINATION 013100 - 7
C. Conference and Meeting Minutes: Within times specified for reporting, distribute minutes to concerned parties.
D. Utility Service Interruptions: No later than 15 calendar days prior to the first planned interruption, submit the utility service interruption plan, followed by confirmed scheduled shutdown notices at least 3 working days prior to each interruption.
PART 2 - PRODUCTS (Not applicable)
PART 3 - EXECUTION
3.1 GENERAL COORDINATION PROVISIONS
A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.
1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.
2. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.
B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.
C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.
D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. Such conditions include but are not limited to the following:
1. Excessive static or dynamic loading.
2. Excessive internal or external pressures.
3. Excessively high or low temperatures.
4. Thermal shock.
5. Excessively high or low humidity.
6. Pollution and air contamination.
7. Water or ice.
8. Chemicals and solvents.
9. Light.
10. Radiation.
11. Puncture.
12. Abrasion.
13. Heavy traffic.
PROJECT MANAGEMENT AND COORDINATION 013100 - 8
14. Soiling, staining, and corrosion.
15. Bacteria.
16. Rodent and inset infestation.
17. Combustion.
18. Electrical current.
19. High-speed operation.
20. Improper lubrication.
21. Unusual wear or other misuse.
22. Contact between incompatible materials.
23. Destructive testing.
24. Misalignment.
25. Excessive weathering.
26. Unprotected storage.
27. Improper shipping or handling.
28. Theft or vandalism.
END OF SECTION 013100
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
1.1 SUMMARY
A. This section includes certain schedules and reports required for documenting the progress of construction during performance of the Work.
B. Requirements for construction progress scheduling are included in this Section.
C. Coordinate the timing for preparation and processing of schedules and reports with the performance of other construction activities and maintain a consistent and logical correlation between updated schedules and reports.
1.2 CONSTRUCTION PROGRESS SCHEDULING (AF Form 3064)
A. Preliminary Construction Schedule: Prepare a preliminary horizontal bar-chart-type construction schedule for the project. Submit the Preliminary Construction Schedule to the Contracting Officer within 10 working days after the date established for commencement (NTP) of the Contract, unless otherwise required by the Construction Contract Clauses.
1. Provide a separate time bar for each significant construction activity. Coordinate each element on the schedule with other construction activities. Schedule each construction activity in proper sequence.
2. Schedule shall be time-scaled in not more than weekly increments, with the dates of the first day of each week indicated.
3. Completion of the Work shall be indicated in advance of the date established for completion of the Contract.
4. With the submission of the Preliminary Construction Schedule, include a tabulation by date of submittals required during the first 90 calendar days of construction, or show the submittals on the schedule. Include the submittals required to maintain orderly progress of the Work and those required early because of long lead-time for manufacture or fabrication.
B. Contractor's Construction Schedule: Prepare and periodically update a comprehensive, fully developed, horizontal bar-chart-type construction schedule. Base the Contractor's Construction Schedule on the preliminary construction schedule and whatever updating, and feedback received since the start of construction.
1. Submit the initial Contractor's Construction Schedule within 10 working days after the date established for commencement (NTP) of the Contact.
2. Within each construction activity's time bar, indicate estimated completion percentages in not more than 10 percent increments and, as work progresses, place marks in the bars to indicate actual completion percentages.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2
3. Cost Correlation: If requested by the Contracting Officer, provide a cost correlation line at the head of the schedule to indicate planned and actual cost. As work progresses, show dollar volume of Work performed as of the dates used for applications for payment.
4. Phasing: Arrange schedule to show how sequence of work is affected by requirements for phased completion, work by separate contractors, work by Government, Government-furnished items, coordination with existing work, limitations of continued occupancies, noninterruptible services, partial completion for occupancy, site restrictions, provisions for future work, seasonal variations, environmental control, and similar provisions of the project.
5. Individual Work Stages: Show significant stages for each category or unit of work, including where applicable, but not necessarily limited to, submittals, purchases, mockups, fabrication, sample testing, deliveries, installation, testing, adjusting, curing, start-up and placement into final use and operation.
6. Area Separations: Arrange the schedule to separately show each major category or unit of work for each major area of construction. Indicate where each major category or unit of work must be sequenced or integrated with other work as necessary for structural completion, permanent space enclosure, and completion of mechanical and electrical work or completion of some other recognized stage of completion for overall work in that area. A major area is defined as a story of construction, a separate building or similar separation.
7. Updating: Provide an updated schedule in conjunction with each project meeting specified in Division 1 Section "Project Management and Coordination." In addition, revise the schedule after each event or activity that causes a significant change in the planned progress of the Work. Highlight or otherwise emphasis revisions for ease of identification.
8. Distribution: Print and distribute copies of the initial Contractor's Construction Schedule, and each updated or revised schedule, to the Contracting Officer, as well as to subcontractors and other parties required to comply with upcoming scheduled dates. Post copies in the project meeting room and temporary field office.
1.3 SUBMITTAL SCHEDULE
A. The submittal schedule shall list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate the Submittal Schedule with the Contractor's Construction Schedule and other related documents. The Submittal Schedule (AF Form 66) shall include the following information:
1. Submittal Number.
2. Submittal Description.
3. Related specification section and paragraph numbers.
4. Category of Submittal (Sample, Shop Drawing, Certified Test Report, etc.)
5. Name of Subcontractor, if applicable.
6. Description of the part of the Work covered by the submittal.
7. Corresponding activity or event number on the Contractor's Construction Schedule, if applicable.
8. Scheduled date for first submittal (planned and actual dates).
9. Schedule dates for resubmittal of disapproved submittals (planned and actual dates).
10. Type of action by Contracting Officer's Representative (approved; approved as noted; not approved, revise and resubmit).
11. Date of action by Contracting Officer's Representative (planned and actual dates).
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3
B. Schedule a resubmittal for each submittal. Except where specified otherwise in the contract documents, provide not less than 14 calendar days for the review of each submittal and resubmittal.
1. Provide not less than 30 calendar days for review of each fire protection submittal.
C. Distribution: Initially submit 3 copies of the Submittal Schedule (AF Form 66) to the Contracting Officer for review. After the Contracting Officer's response, print and distribute revised copies to the Contracting Officer and entities designated by the Contracting Officer, and to subcontractors and other parties required to comply with upcoming submittal dates.
1. Post copies in the project meeting room and temporary field office.
2. When the submittal schedule is updated, repeat distribution and posting.
D. Updating: The Submittal Schedule shall be kept up to date by the Contractor. A current updated copy of the Submittal Schedule shall be submitted with each Contractor payment request, and at other times as requested by the Contracting Officer, until all submittals are approved. Failure to provide the requested information, or delay in submitting required submittals may result in the payment request being returned to the Contractor until the required schedule or submittals are received.
1.4 SCHEDULE OF INSPECTIONS AND TESTS
A. Prepare and submit a schedule of inspections, tests and similar services required by the Contract Documents within 30 calendar days after the date established for commencement (NTP) of the Contract.
B. Coordinate the schedule of inspections and tests with the Contractor's Construction Schedule and other related documents. Prepare the schedule in tabular form, including but not limited to the following information:
1. Specification section number.
2. Description.
3. Identification of applicable standards.
4. Identification of methods to be used.
5. Number of inspections, tests, or similar services.
6. Time schedule or time span.
7. Responsible entity.
8. Requirements for taking samples.
9. Unique characteristics.
C. Distribution: Submit copies of the schedule of inspection and tests to the Contracting Officer, entities designated by the Contracting Officer, and each party involved in performance of portions of the Work where inspections, tests and similar serviced are required.
1.5 CONTRACT PROGRESS REPORT (AF Form 3065)
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4
Repair Roof B370 Project No.: TDVG192724
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at the site. Submit duplicate copies to the Contracting Officer or Contracting Officer's representative at weekly intervals.
1. List of subcontractors at the site.
2. List of separate contractors at the site.
3. Count of personnel at the site.
4. High and low temperatures, general weather conditions.
5. Accidents.
6. Meetings and significant decisions.
7. Unusual events.
8. Stoppages, delays, shortages, and losses.
9. Emergency procedures.
10. Orders and requests of governing authorities.
11. Change Orders received or implemented.
12. Services connected or disconnected.
13. Equipment or system tests and startups.
14. Partial completions or occupancies.
15. Summary of all work performed.
B. Material Location Reports: At not more than weekly intervals, prepare a comprehensive list of materials delivered to and stored at the site. The list shall be cumulative, showing materials previously reported plus items recently delivered. Include a statement of progress on and delivery dates for materials or items or equipment fabricated or stored away from the site.
Submit copies of the list to the Contracting Officer or Contracting Officer's representative.
C. Field Correction Reports: Contractor shall immediately notify the Contracting Officer or Contracting Officer's representative of any action whereby the Contractor has as a need to deviate from the requirements of the Contract. Contractors who make unilateral decisions without specific approval by the Contracting Officer or COR shall be liable for correcting those changes at no cost to the Government.
D. Unusual Event Reports: When an event of an unusual and significant nature occurs at the site, prepare a detailed report. List the chain of events, persons participating, response by the Contractor's personnel, evaluation of the results or effects, and similar pertinent information.
Submit a copy to the Contracting Officer or Contracting Officer's representative immediately.
Advise the Contracting Officer or Contracting Officer's representative in advance when such events are known or predictable.
PART 3 - EXECUTION (Not applicable)
END OF SECTION 013200
CONTRACT PROGRESS SCHEDULE
(See Contractor's Instructions on Reverse)
Form Approved
OMB NO. 0704-0188
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to Department Defense of Washington Headquarters Services, Directorate for information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project 0704-0188. Washington DC 20503. Please DO NOT RETURN your (form questionnaire) to either of these addresses. Send your completed (form questionnaire) to: SAF AQCO. Washington DC 20330-1000.
1. CONTRACT NO.
W912JB-18-C-8006
8. PROJECT TITLE
enter here
10. APPROVAL RECOMMENDED BY:
DATE SIGNED INSTALLATIONS ENGINEERS'S SIGNATURE
2. STARTING DATE enter here
3. COMPLETION DATE enter here 9. SUBMITTED BY:
4. PURCHASE REQUEST NO. n/a DATE SIGNED CONTRACTOR'S NAME (Last, First, Middle Initial) ADDRESS
(Street, City, State, Zip Code) enter here enter here
CONTRACTOR'S SIGNATURE 11. APPROVED BY:
5. PROJECT NO. enter KWRD# DATE SIGNED CONTRACTING OFFICER'S SIGNATURE
6. ACTUAL STARTING DATE enter here
7. ACTUAL COMPLETION DATE
LINE NO.
A
WORK ELEMENTS
B
C 31-Oct-11 30-Nov-11 31-Dec-11 31-Jan-12 29-Feb-12 31-Mar-12 30-Apr-12 31-May-12 30-Jun-12 31-Jul-12 31-Aug-12 30-Sep-12 10-Oct-12 line %
D E F G H I J K L M N O P Q
0%
15 Column Total 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
PROJECT TOTAL 0.00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AF Form 3064, JUN 90 PREVIOUS EDITION IS OBSOLETE
C0NTRACT PROGRESS REPORT OMA No. 9000-0068 Expires Apr 30, 1999
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing date sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestion for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and reports (OMB No. 9000-0058), 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information it does not display a currently valid OMB control number.
PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. RETURN COMPLETED FORM TO: SAF/AQCO, 1060 Air Force Pentagon, Washington DC 20330-1060
CONTRACTOR ADDRESS
REPORT NO. PERIOD COVERED
FROM: TO:
PROJECT NO. CONTACT NO. COMPLETION DATE
LINE
NO. WORK ELEMENT % OF
TOTAL JOB
% COMPLETED
THIS PERIOD
% COMPLETED
CUMULATIVE
TOTAL 0.00 0.00 0.00
REMARKS
At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.
PROGRESS OR COMPLETION CERTIFICATE
I hereby certify that the contractor has completed the indicated percentage of the contract per contract specifications.
SUBMITTED BY OR FOR
CONTRACTOR BASE CIVIL ENGINEER
TYPE OR PRINT NAME AND TITLE SIGNATURE DATE
REVIEWED BY OR FOR CONTRACTING OFFICER
TYPE OR PRINT NAME AND TITLE SIGNATURE DATE
AF FORM 3065, 19960401 (EF-V3) PREVIOUS EDITION IS OBSOLETE Atch 6
SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
1.1 SUMMARY
A. This Section includes certain administrative and procedural requirements for shop drawings, coordination drawings, schedules, samples and certain other quality assurance submittals.
B. This section does not include requirements for the following submittals:
1. Inspection and test reports specified in Division 1 Section "Quality Control".
2. Warranties specified in Division 1 Section "Product Requirements".
3. Closeout submittals specified in Division 1 Section "Closeout Procedures".
4. Record documents specified in Division 1 Section "Closeout Procedures".
5. Operation, maintenance and instruction manuals specified in Division 1 Section
"Operation and Maintenance Documentation".
6. Reports, schedules and other submittals specified in Division 1 Section "Construction
Progress Documentation".
C. For clarity purposes, shop drawings, coordination drawings and schedules are further categorized as follows:
1. Shop drawings include drawings and schedules specifically prepared for the project, except for coordination drawings.
2. Product data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following:
a. Product specifications.
b. Installation instructions.
c. Color charts.
d. Catalog cuts.
e. Rough-in diagrams and templates.
D. Samples may include samples of such scale to allow delivery for review, as well as field samples or mock-ups of full-size physical examples erected on-site or elsewhere, o establish a true-scale standard by which the corresponding work will be judged or a standard for compliance testing.
E. Other quality assurance submittals include materials specifically prepared for the project, except drawings and schedules, and include but are not limited to the following:
1. Design data and calculations.
2. Certifications of compliance or conformance.
3. Manufacturer's instructions and field reports.
1.2 GENERAL SUBMITTAL REQUIREMENTS
SUBMITTAL PROCEDURES 013300 - 2
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the Submittal Schedule specified in Division 1 Section "Construction Progress Documentation". Submittals shall be transmitted to the Contracting Officer's designated representative within 30 calendar days after receipt of notice to proceed, unless the conformed Submittal Schedule specifically provides for a later submission. Transmit each submittal sufficiently in advance of the scheduled performance of related construction activities to avoid delaying the Work, allowing for the review times specified for submittals in Division 1 Section "Construction Progress Documentation" and elsewhere in the Contract documents.
1. Coordinate each submittal with other submittals and related activities that require sequential scheduling, to allow for testing, purchase,…
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