AM-0002 P1005 AMENDED SPECIFICATIONS.pdf
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- Attached to
- P1005 VTOL Pad South, MCAS Iwakuni
- Solicitation number
- W912HV-20-B-0004
About this file
This solicitation requests proposals for a VTOL pad construction project at Marine Corps Air Station Iwakuni in Japan. Key details include the scope of work involving construction of a high-temperature concrete VTOL pad and taxiway for F-35B aircraft, along with associated airfield lighting, grading, perimeter road modifications, drainage, and demolition of existing facilities. Pavement types include continuously reinforced high-temperature concrete, Portland cement concrete, and enlarged asphalt shoulders. The project value is estimated between 1 and 2.5 billion Japanese yen. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Japan.
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Text version
FY20 P1005 VTOL Pad South 19MC0008
MARINE CORPS AIR STATION, IWAKUNI, JAPAN
SECTION 01 11 00.00 10
GENERAL CONTRACT REQUIREMENTS
PART 1 GENERAL
1.1 DEFINITIONS
The word "Government" shall be read as "United States Government" whenever the word "Government" appears in this Contract, unless otherwise stated.
1.2 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 10 (2013) Standard for Portable Fire Extinguishers
NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Initial Site Conditions Photos Key Personnel Qualifications; G
SD-07 Certificates
Monthly Progress Photos;
SD-11 Closeout Submittals
Construction Completion Photos;
1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS
Attachment 01 11 00.00 10-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Other portions of the
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 1 (AM-0002) specifications also authorize the use of specified acceptable alternative Japanese standards. Incorporation of acceptable (authorized by the Contract) Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies. The use of products not meeting the applicable US standards of the Contract or acceptable alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere in these specifications as being acceptable alternatives to US standards, may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required.
1.5 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS
Attachment 01 11 00.00 10-B "Government Furnished Property" provides the items that shall be Government Furnished, Contractor Installed (GFCI).
1.6 MANDATORY U.S. TESTED PRODUCTS
The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.) for certification:
a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements). Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-acion, foam, and clean agent, in addition to standard sprinkler systems.
b. Fire pumps, including motors, controllers, drives, and valves.
c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).
d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.
e. Fire doors, smoke doors, and frames.
f. Fire dampers and smoke dampers.
g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.
h. Insulation with flame spread and smoke development ratings.
i. Fire proofing and fire stopping materials.
j. Plenum rated cables.
k. Domestic water supply piping in the building and plumbing fixtures that
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 2 ( AM-0002) directly dispense potable drinking water (NSF stamped and/or labeled).
Japanese plumbing fixtures that do not directly dispense potable drinking water are allowed, such as urinals and water closets.
1.7 KEY PERSONNEL QUALIFICATIONS
The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Project Manager, Project Superintendent, CQC System Manager, and Site Safety Health Officer shall all be separate persons. The Project Superintendent may be assigned other duties as the Project Manager, CQC System Manager,. The Site Safety Health Officer shall not be assigned other duties. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.
1.7.1 Project Manager
The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.
The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.
1.7.2 Project Superintendent (Supervisor)
The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. Field of expertixe are Civil, Structural, Geotechnical and Architectural. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects similar in size and scope to this Contract, and have at least one the following qualifications:
a. U.S. Registered Structural Engineer or U.S. Registered Architect or 1 Kyu Kenchikushi (1st Class Qualified Architect).
b. U.S. Registered Civil Engineer or 1 Kyu Doboku Sekou Kanrigishi (1st Class Civil Engineering Works Management Engineer).
c. U.S. Registered Mechanical or Electrical Engineer or 1 Kyu Kankouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical Engineer).
d. U.S. Registered Electrical Engineer or 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 3 ( AM-0002)
e. U.S. Bachelors Degree in Construction Management or 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construction Management Engineer)
g. U.S. Registered Fire Protection Engineer or Shoubou Setsubishi Koushu, Type 1-5 (Class A - Type 1-5, Fire Protection Equipment Engineer).
1.7.3 English Speaking Representative (Interpreter)
At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.
1.7.4 Airfield Vehicles Operator Course (AVOC) Trained Representatives
Contractor shall provide three (3) english speaking AVOC trained representatives at all times while work in controlled areas is in progress.
One representative will be located at the Contractor's field office, one will be located at the controlled areas, and one will be required to escort vehicles on and off controlled areas. These representatives may be assigned to other tasks. Each representative shall be required to provide their own installation approved radio for airfield communication purposes.
1.7.5 Escort
Provide one installation approved escort per eight (8) personnel working on the project site. This includes the Contractor's field office and the locations on the airfield.
1.7.6 Contractor Quality Control System Manager (CQCSM)
See Section 01 45 00.00 10 QUALITY CONTROL.
1.7.7 Site Safety and Health Officer (SSHO)
See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.
1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:
(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 4 ( AM-0002) than the adverse weather anticipated for the project location during any given month.
(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.
b. The listing below defines the monthly anticipated adverse weather days for the Contract period.
MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS
WORK DAYS BASED ON (5) DAY WORK WEEK
Iwakuni
JAN 2
FEB 4
MAR 7
APR 6
MAY 6
JUN 8
JUL 6
AUG 5
SEP 6
OCT 4
NOV 4
DEC 3
The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.
c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.
d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT
(FIXED PRICE CONSTRUCTION)".
e. For all work under this Contract, adverse weather is defined as:
(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).
(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)
(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 5 ( AM-0002) degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)
(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".
(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.
f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.
1.9 PERMITS AND RESPONSIBILITIES
The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence. These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.
Submit a schedule of planned road closures to the Contracting Officer with the initial project schedule. Notification of specific road closures shall be in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general information about the closure. All road closures shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally not permitted (at least one way traffic shall always be provided).
1.10 SPECIAL CONTRACT REQUIREMENTS
1.10.1 Meetings
a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.
b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend.
Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the progress meeting for review.
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 6 ( AM-0002)
c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Initital Red Zone is typically scheduled when project reached 75 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the Red Zone meeting.
d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.
e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.
1.11 PROGRESS AND COMPLETION PHOTOGRAPHS
Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project and 20 digital photographs at completion of project. Submit the Initial Site Conditions Photos, Monthly Progress Photos, and Construction Completion Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.
1.11.1 Photography Aboard Marine Corps Air Station Iwakuni
Contractor shall request authorization for photography events prior to taking any photographs. For unrestricted areas, the approval process will take five (5) business days. For restricted areas the approval process will take a minimum of two (2) weeks.
1.12 BASE REGULATIONS
The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.
1.12.1 Request for Contractor's Employee Passes and Vehicle Passes
No employee or representative of the Contractor shall be admitted to the
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 7 ( AM-0002) work site without a Contracting Officer's furnished authorized admittance.
Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.
Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).
Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.
To clear Port Security, either an approved one day request or a DBID'S card with approval for access to the restricted area is needed. All forms are downloadable at the following link:
https://www.mcasiwakuni.marines.mil/Organizations/Station/PMO/ Access via a one day request requires an escort. Contractors are allowed to escort personnel in certain situations, subject to Provost Marshall Office (PMO) approval, which is a separate request.
1.12.2 No Smoking Policy
Smoking is prohibited on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.
1.12.3 Munitions and Explosives of Concern (MEC)
Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:
RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.
Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are discovered and construction personnel are excluded from areas during the destruction/removal process.
1.13 ORDER OF WORK
1.13.1 Schedule
Schedule all work to cause the least amount of interference with activity
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 8 ( AM-0002) j2ee9gsg Line operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.
1.13.2 Working Hours
Normal Working Hours and Days are Monday through Saturday, 0800 hours through 1700 hours.
1.13.3 Noise and Vibration
Noise greater than 70 decibels and vibration producing work in occupied buildings shall be conducted outside core school/business hours (0700 - 1430) unless written permission is given by the Contracting Officer.
1.13.4 Work Outside of Regular Hours
If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.
1.14 FIRE PREVENTION DURING CONSTRUCTION
1.14.1 General
Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.
1.14.2 Supply
No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area. After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.
1.14.3 Fire Extinguishers
Provide, as a minimum, the number, size, and type of fire extinguishers in
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 9 ( AM-0002) accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .
Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.
1.14.4 Housekeeping
Accumulations of combustible material shall be removed from the building area on a daily basis.
1.14.5 Handling of Gasoline
Gasoline shall be stored in industry standard approved safety containers.
Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 20 feet away from the building area.
1.14.6 Notification of Fire
Be familiar with methods for notifying the Installation Fire Department.
The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.
1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP
The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB. The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Officer shall make the final determination of the acceptability of any material used on this contract.
1.16 CORRESPONDENCE
All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
-- End of Section --
W912HV-20-B-0004 SECTION 01 11 00.00 10 Page 10 ( AM-0002)
SECTION 01 45 00.00 10
QUALITY CONTROL
PART 1 GENERAL
1.1 PAYMENT
Separate payment will not be made for providing and maintaining an effective Quality Control program, all associated costs shall be included in the applicable CLIN Schedule unit or job prices.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
Submittals not having a "G" designation are for Contractor QC or Design of Record approval. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Contractor Quality Control (CQC) Plan; G
SD-06 Test Reports
Verification Statement
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
Establish and maintain an effective quality control (QC) system that complies with FAR 52.246-12 Inspection of Construction. QC consist of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system covers all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the Contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.
3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN
Submit no later than 15 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements FAR 52.246-12 Inspection of Construction. Include the submittal register with CQC Plan submissions. The Government will consider
W912HV-20-B-0004 SECTION 01 45 00.00 10 Page 1 ( AM-0002) an interim plan for the first 14 days of operation. Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.
3.2.1 Content of the CQC Plan
Include, as a minimum, the following to cover all construction-operations, both onsite and offsite, including work by subcontractors fabricators, suppliers and purchasing agents:
a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the three phase control system for all aspects of the work specified. Include a CQC System Manager that reports to the project superintendent if the CQC System Manager and project superintendent are separate persons.
b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.
c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the Contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager. Furnish copies of these letters to the Contracting Officer.
d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.
e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the Contracting Officer are required to be used.)
f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.
g. Procedures for tracking construction deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.
h. Reporting procedures, including proposed reporting formats.
i. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and is identified by different trades or disciplines, or it is work by the same trade in a different environment. Although each section of the specifications can generally be considered as a definable feature of work, there are frequently more
W912HV-20-B-0004 SECTION 01 45 00.00 10 Page 2 ( AM-0002) than one definable features under a particular section. This list will be agreed upon during the coordination meeting.
3.2.2 Acceptance of Plan
Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in the Contractor Quality Control(CQC) Plan and operations including removal of personnel, as necessary, to obtain the quality specified.
3.2.3 Notification of Changes
After acceptance of the CQC Plan, notify the Contracting Officer in writing a minimum of seven (7) days prior of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.
3.3 COORDINATION MEETING
After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer and discuss the Contractor's quality control system.
Submit the CQC Plan a minimum of 15 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations,, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.
3.4 QUALITY CONTROL ORGANIZATION
3.4.1 Personnel Requirements
The requirements for the CQC organization are a Site Safety and Health Officer (SSHO), CQC System Manager, and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The SSHO reports directly to a senior project (or corporate) official independent from the CQC System Manager. The SSHO will also serve as a member of the CQC Staff. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer. Provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawing submittals, schedules and all other project documentation to the CQC organization. The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.
W912HV-20-B-0004 SECTION 01 45 00.00 10 Page 3 ( AM-0002)
3.4.2 CQC System Manager
Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. This CQC System Manager is on the site at all times during construction and is employed by the prime Contractor. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence. The requirements for the alternate are the same as the CQC System Manager. The CQC System Manager shall report to the assigned Project Manager. Refer to Section 01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS, Paragraph "Contractor Quality Control System Manager" for experience requirements.
3.4.3 CQC Personnel
In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the areas in the table below as applicable. Refer to Section 01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS, Paragraph "Contractor Quality Control Personnel" for required personnel. These individuals or specialized technical companies must be responsible to the CQC System Manager; must be physically present at the construction site during work on the specialized personnel's areas of responsibility; must have the necessary education or experience in accordance with the experience matrix listed herein.
Experience Matrix
Area Qualifications
Civil Graduate of an accredited university with an Civil Engineering or Construction Manager degree with 3 years experience in the type of work being performed on this project or technician with 5 yrs related experience. Or Non-US degree plus 1 Kyu Doboku Sekou Kanrigishi (1st Class Civil Engineering Works Management Engineer).
Electrical Graduate of an accredited university with an Electrical Engineering degree with 3 years related experience or person 5 years of experience supervising electrical features of work in the field with a construction company. Or Non-US degree plus 1 Kyu Kankouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical Engineer) or 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).
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Experience Matrix
Area Qualifications
Structural Graduate of an accredited university with an Civil Engineering degree (with Structural Track or Focus) or Construction Management degree with 3 years experience or technician 5 years of experience supervising structural features of work in the field with a construction company. Or Non-US degree plus 1 Kyu Kenchikushi (1st Class Qualified Architect) or 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construstion Managemnet Engineer).
Architectural Graduate of an accredited university with an Architecture degree with 3 years experience or person with 5 years related experience. Or Non-US degree plus 1 Kyu Kenchikushi (1st Class Qualified Architect) or 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construction Management Engineer).
Environmental Graduate of accredited university with an Environmental Engineering degree with 3 years experience [and refer to Section [01 57 19][01 57
19.01] ENVIRONMENTAL MANAGER.]
Submittals Submittal Clerk with 1 year experience
Concrete, Pavements and Soils Materials Technician with 2 years experience for the appropriate area
3.4.4 Site Safety and Health Officer (SSHO)
See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMNTS.
3.4.5 Additional Requirement
In addition to the above experience and education requirements, the Contractor Quality Control(CQC) System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Contractors course. If the CQC System Manager does not have a current certification, obtain the CQM for Contractors course certification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer for information on the next scheduled class.
The Construction Quality Management Training certificate expires after 5 years. If the CQC System Manager's certificate has expired, retake the course to remain current.
3.4.6 Organizational Changes
Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.
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3.5 SUBMITTALS AND DELIVERABLES
Submittals, if needed, have to comply with the requirements in Section 01 33 00 SUBMITTAL PROCEDURES. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When Section 01 91 00.15 10 TOTAL BUILDING COMMISSIONING is included the submittals required by those sections must be coordinated with Section 01 33 00 SUBMITTAL PROCEDURES to ensure adequate time is allowed for each type of submittal required.
3.6 CONTROL
CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction work as follows:
3.6.1 Preparatory Phase
This phase is performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:
a. A review of each paragraph of applicable specifications, reference codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.
b. Review of the Contract drawings.
c. Check to assure that all materials and equipment have been tested, submitted, and approved.
d. Review of provisions that have been made to provide required control inspection and testing.
f. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the Contract.
g. Examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.
h. Review of the appropriate activity hazard analysis to assure safety requirements are met.
i. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.
j. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.
k. Discussion of the initial control phase.
l. The Government needs to be notified at least 72 hours in advance of
W912HV-20-B-0004 SECTION 01 45 00.00 10 Page 6 ( AM-0002) beginning the preparatory control phase. Include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. Document the results of the preparatory phase actions by separate minutes prepared by the CQC System Manager and attach to the daily CQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.
3.6.2 Initial Phase
This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:
a. Check work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.
b. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing are in compliance with the contract.
c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.
d. Resolve all differences.
e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.
f. The Government needs to be notified at least 24 hours in advance of beginning the initial phase for definable feature of work. Prepare separate minutes of this phase by the CQC System Manager and attach to the daily CQC report. Indicate the exact location of initial phase for definable feature of work for future reference and comparison with follow-up phases.
g. The initial phase for each definable feature of work is repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.
3.6.3 Follow-up Phase
Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. Record the checks in the CQC documentation. Conduct final follow-up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work.
3.6.4 Additional Preparatory and Initial Phases
Conduct additional preparatory and initial phases on the same definable features of work if: the quality of on-going work is unacceptable; if there are changes in the applicable CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a substantial period of inactivity; or if other problems develop.
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3.7 TESTS
3.7.1 Testing Procedure
Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements.
Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:
a. Verify that testing procedures comply with contract requirements.
b. Verify that facilities and testing equipment are available and comply with testing standards.
c. Check test instrument calibration data against certified standards.
d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.
e. Record results of all tests taken, both passing and failing on the CQC report for the date taken. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test. If approved by the Contracting Officer, actual test reports are submitted later with a reference to the test number and date taken. Provide an information copy of tests performed by an offsite or commercial test facility directly to the Contracting Officer. Failure to submit timely test reports as stated results in nonpayment for related work performed and disapproval of the test facility for this Contract.
3.7.2 Onsite Laboratory
The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.
3.8 COMPLETION INSPECTION
3.8.1 Punch-Out Inspection
Conduct an inspection of the work by the CQC System Manager near the end of the work, or any increment of the work established by a time stated in FAR 52.211-10 Commencement, Prosecution, and Completion of Work. Prepare and include in the CQC documentation a punch list of items which do not conform to the approved drawings and specifications, as required by paragraph DOCUMENTATION. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection the CQC System Manager or staff to ascertain that all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final inspection.
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3.8.2 Pre-Final Inspection
The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Correct any items noted on the Pre-Final inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph need to be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.
3.8.3 Final Acceptance Inspection
The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer's Representative is required to be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands can also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notify the Contracting Officer at least 14 days prior to the final acceptance inspection and include the Contractor's assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the Contract, will be complete and acceptable by the date scheduled for the final acceptance inspection.
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