CDC FOR AIR TRAFFIC CONTROL TOWER IMAM IQ 460093 22R0017 20220323 Imam Ali ATCT CDCv4 reduced.pdf
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- Amendment 0002 Air Traffic Control Tower, Iraq
- Solicitation number
- W912ER22R0017
About this file
This document provides details on a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Middle East. Solicitation Number W912ER22R0017 seeks bids to repair, restore and upgrade the existing Air Traffic Control Tower at Imam Ali Air Base in Iraq. All inquiries must be submitted through ProjNet to receive a response by the dates specified in the solicitation. Interested vendors should review the solicitation and supporting documents for requirements such as response dates, pricing terms, and work scope related to the air traffic control tower restoration work at the base.
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Text version
Request for Proposal
W912ER22R0017
Specifications for
Air Traffic Control Tower Imam Ali Air Base, Iraq
Volume 2 Specifications Divisions 1-32
US Army Corps of Engineers Middle East District
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Table of Contents
Contents
Specifications ‐ Project Table of Contents
Appendix I – Plans
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Imam Ali Air Base, Iraq - Air Traffic Control Tower Repair IR460093
CDC
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS
01 33 00 SUBMITTAL PROCEDURES
01 33 29 SUSTAINABILITY REPORTING
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 42 15 METRIC MEASUREMENTS
01 45 00.00 10 QUALITY CONTROL
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 58 00 PROJECT IDENTIFICATION
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 05 - METALS
05 52 00 METAL RAILINGS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 61 14.00 20 STEEL STANDING SEAM ROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 88 58 AIR TRAFFIC CONTROL TOWER CAB GLASS
DIVISION 09 - FINISHES
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 67 23.13 STANDARD RESINOUS FLOORING
09 68 00 CARPETING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 14 00.20 INTERIOR SIGNAGE
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES (ATCT CAB)
DIVISION 13 - SPECIAL CONSTRUCTION
13 48 73 SEISMIC CONTROL FOR MECHANICAL EQUIPMENT
PROJECT TABLE OF CONTENTS Page 1
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 30 00 HVAC AIR DISTRIBUTION
23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLES
23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE
DIVISION 26 - ELECTRICAL
26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL
26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 08 00 APPARATUS INSPECTION AND TESTING
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES
26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH
AUXILIARIES
26 41 00 LIGHTNING PROTECTION SYSTEM
26 52 00.00 40 EMERGENCY LIGHTING
26 53 00.00 40 EXIT SIGNS
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT
32 16 19 SIDEWALK JOINT SEALANT
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 SUBMITTALS
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
1.2.2 Location
1.3 OCCUPANCY OF PREMISES
1.4 EXISTING WORK
1.5 LOCATION OF UNDERGROUND UTILITIES
1.5.1 Notification Prior to Excavation
1.6 SALVAGE MATERIAL AND EQUIPMENT
PART 2 PRODUCTS
PART 3 EXECUTION
-- End of Section Table of Contents --
SECTION 01 11 00 Page 1
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SECTION 01 11 00 Page 2
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals Salvage Plan; G R
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work consists of furnishing all plant, labor and materials to repair, restore and upgrade the Imam Ali Air Traffic Control Tower and any incidental related work according to the specifications and plans. The repair, restoration, inspection and upgrade of the ATCT will include but is not limited to: restoration of structural integrity, electrical power, backup electrical power including diesel generators, HVAC systems, fire suppression, fire pumps, fuel and water storage tanks, plumbing systems, conveyance systems, lightning grounding protection, doors, windows, floors and other building systems as required, testing systems, painting, ceiling tiles, wall repair, insulation replacement, roof repair, interior signange, exterior concrete repair and seal, and incidental related work.
1.2.2 Location
The work is located at the Imam Ali Air Base, Iraq, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.3 OCCUPANCY OF PREMISES
Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.
Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.
1.4 EXISTING WORK
Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:
a. Remove or alter existing work in such a manner as to prevent injury or
SECTION 01 11 00 Page 3 damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.5 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.
Verify existing utility locations indicated on contract drawings, within area of work.
1.5.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work.
1.6 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the storage area as designated by Contracting Officer.
Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 4
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00
WORK RESTRICTIONS
PART 1 GENERAL
1.1 CONTRACTOR ACCESS AND USE OF PREMISES
1.1.1 Activity Regulations
1.1.1.1 Subcontractors and Personnel Contacts
1.1.1.2 No Smoking Policy
1.1.2 Working Hours
1.1.3 Work Outside Regular Hours
1.1.4 Occupied Building
1.1.5 Utility Cutovers and Interruptions
PART 2 PRODUCTS
PART 3 EXECUTION
-- End of Section Table of Contents --
SECTION 01 14 00 Page 1
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SECTION 01 14 00 Page 2
SECTION 01 14 00
WORK RESTRICTIONS
PART 1 GENERAL
SUBMITTALS Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval.for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES: SD-01 Preconstruction Submittals List of Contact Personnel; G,M/R _____
1.1 CONTRACTOR ACCESS AND USE OF PREMISES
1.1.1 Activity Regulations
Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.
1.1.1.1 Subcontractors and Personnel Contacts
Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
1.1.1.2 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installation, 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 will identify designated smoking areas.
1.1.2 Working Hours
Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 5 p.m., Saturday through Thursday, excluding Government holidays or as directed by the Contracting Officer.
1.1.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, SECTION 01 14 00 Page 3 contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.
1.1.4 Occupied Building
The Contractor shall be working in an existing building which is occupied.
The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer. 1.1.5 Utility Cutovers and
Interruptions
a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.
b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm and compressed air are considered utility cutovers pursuant to the paragraph WORK
OUTSIDE REGULAR HOURS.
d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required. PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
-- End of Section --
SECTION 01 14 00 Page 4
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 15 00.12 10
SUPPLEMENTARY REQUIREMENTS
PART 1 GENERAL
1.1 SUBMITTALS
1.2 DESIGNER OF RECORD QUALIFICATIONS
1.3 MEETING MINUTES
1.4 FOREIGN OBJECTS DAMAGE CONTROL
1.5 NOTICES
1.5.1 Notice Of Construction
1.5.2 Issuance of NOTAMS
1.6 UNSCHEDULED WORK STOPPAGES
1.7 DIGGING PERMITS
1.7.1 Requirements for Digging Permits
1.7.2 Requests for Digging Permits
1.7.3 Preparation of Requests for Digging Permits
1.7.4 Existing Underground Utilities
1.7.5 Use of Underground Utility Detecting Device
1.7.6 Hand Excavation
1.8 HAUL ROUTES - SPECIAL REQUIREMENTS
1.9 RESPONSIBILITY FOR PHYSICAL SECURITY
1.10 CERTIFICATES OF COMPLIANCE
1.11 ACCIDENT PREVENTION
1.11.1 Ground Fault Circuit Interrupter (GFCI) Requirement -
Overseas Construction
1.11.2 Temporary Power - Electrical Distribution Boxes
1.11.3 Reinforcement Caps
1.12 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT
1.13 CONTRACTOR'S MOBILIZATION AREA
1.14 CONTRACTOR'S OFF BASE MOBILIZATION AREA
1.14.1 Facilities Within the Mobilization Site
1.14.2 Special Requirements
1.15 PHYSICAL CONDITIONS
1.16 STANDARDIZATION
1.17 ON-BASE PHOTOGRAPHY PROHIBITION
1.18 PUBLIC RELEASE OF INFORMATION
1.18.1 Prohibition
1.18.2 Subcontract and Purchase Orders
1.19 UNEXPLODED ORDNANCE
1.19.1 UXO Safety Support During Construction
1.20 RESIDUAL CONSTRUCTION MATERIAL
1.21 CUSTOM EXEMPT CONTRACT
1.22 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS
1.22.1 Contractor's Responsibilities
1.23 RADIO TRANSMITTER RESTRICTIONS
1.24 BASE HOT WORK PERMITS
1.24.1 Requirement for Hot Work Permits
1.24.2 Requests for Hot Work Permits
SECTION 01 15 00.12 10 Page 1
1.24.3 Preparatory Inspections and Inspection of Equipment
-- End of Section Table of Contents --
SECTION 01 15 00.12 10 Page 2
SECTION 01 15 00.12 10
SUPPLEMENTARY REQUIREMENTS
PART 1 GENERAL
1.1 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29, SUSTAINABITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Foreign Objects Damage (FOD) Control Plan; G M/R
Registered Designers' Proof of Degrees and Licensing; G M/R
Requests for Digging Permits; G M/R
Proposed Means of Providing Project Security; G M/R
Requests for Hot Work Permits (Bahrain); G M/R
Shipping Documents (Egypt); G M/R
SD-07 Certificates
Certificates Of Compliance
SD-11 Closeout Submittals
O&M Performance Period Reports and Records; G M/R
1.2 DESIGNER OF RECORD QUALIFICATIONS
The following shall serve as minimum requirements for Registered Designers, including engineers and architects acting as Designer(s) of Record (DOR). The Designer(s) of Record shall have responsibility for the preparation and issuing of documents and services pertaining to that specific discipline. All design work shall be performed or supervised by the appropriate Designer of Record.
Each Registered Designer and/or Design Firm performing design work shall have at minimum one person with a bachelor's degree or equivalent college degree in the applicable discipline, and each shall hold a current professional registration in any of the 50 States of the United States of America, or equivalent recognized international body such as Europeene d'Associations Nationales d'Ingenieurs. Acceptance of equivalency of a university's degree
SECTION 01 15 00.12 10 Page 3 for professional registration and each professional registration shall be at the sole discretion of the Contracting Officer. Proof of degrees and licensing shall be provided.
At a minimum each design discipline shall have at least one person with a minimum of five (5) years of experience in the applicable field designing projects of similar scope, complexity and magnitude, or as otherwise specified in the Contract Documents.
1.3 MEETING MINUTES
The Contractor shall be responsible for the preparation of minutes of all meetings specified in the contract documents. Unless otherwise specified, these minutes shall be prepared within two (2) working days after meeting and signed by both the Contractor and Contracting Officer. Contractor shall provide signed copies to all attendees.
1.4 FOREIGN OBJECTS DAMAGE CONTROL
The Contractor shall prepare and submit to the Contracting Officer, for approval, his plan to control Foreign Objects Damage (FOD) at its mobilization site, construction site and during work on or near aircraft runways and/or taxiways. The plan shall be specific and shall describe in detail measures to be implemented to prevent deposit of foreign objects on runways and/or taxiways during construction. The Foreign Objects Damage (FOD) Control Plan shall be submitted fifteen (15) calendar days prior to the start of any work on or near aircraft runways or taxiways. No work will be allowed near any runways or taxiways without approval of the FOD control plan by the Contracting Officer.
1.5 NOTICES
1.5.1 Notice Of Construction
A Notice Of Proposed Construction Or Alteration must be submitted to Airfield Operations at least 30 days prior to the start of construction.
This notification must be submitted as directed by the Contracting Officer, but the Contractor must provide all information and prepare appropriate documentation for submission.
1.5.2 Issuance of NOTAMS
Only Airfield Operations can close, open, or restrict the use of any part of an airfield facility. Any conditions that would prevent, restrict, or present a hazard to arriving or departing aircraft requires public notification. Public notification is accomplished by the Notice to Airmen (NOTAM) system. NOTAMS are submitted to the managing aviation authority by the KAF. It is the responsibility of the Contractor to coordinate with the Contracting Officer for the issuance of NOTAMS during construction. The Contractor shall provide the necessary information at least 72 hours before occurrence of the event that requires the NOTAM.
1.6 UNSCHEDULED WORK STOPPAGES
The Contractor shall anticipate unscheduled removal from the work site an average of 10 hours per month per installation. If the total quantity of delays varies above or below the stated quantity, an equitable adjustment under Contract Clause 52.243-4 CHANGES shall be made upon written demand
SECTION 01 15 00.12 10 Page 4 of either party. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date if, in the judgment of the Contracting Officer, a delay is justified.
1.7 DIGGING PERMITS
1.7.1 Requirements for Digging Permits
Prior to the start of any work activity which requires excavation within the current base, the Contractor shall obtain a digging permit.
1.7.2 Requests for Digging Permits
Requests for Digging Permits shall be submitted through the Contracting Officer to the Base a minimum of seven (7) days prior to the start of the work activity covered by the permit. The request for a Digging Permit shall include a narrative description of the work to be performed and a detailed map of the area of the excavation clearly marking the location of all known utilities or other obstructions. If the work activity covered by the Digging Permit request also requires a utility outage, a separate request for the outage shall be submitted.
1.7.3 Preparation of Requests for Digging Permits
Prior to submitting a request for a Digging Permit, the Contractor shall carefully review the area to be excavated to determine the location of existing utilities and other obstructions. The Contractor will review available drawings and will conduct a visual inspection of the site. The Contractor will utilize underground utility detecting devices such as metal and cable detectors to determine the location of existing utilities.
All utility lines found shall be clearly flagged or marked and the location of the utility shall be shown on the drawing to be submitted with the request for Digging Permit.
1.7.4 Existing Underground Utilities
Existing utilities may be present in the construction area which may not be shown, or are inaccurately shown, on the base as-built drawings and the contract drawings. The Contractor shall exercise utmost care in researching locations of existing utilities and reducing damage to existing utilities.
Any utilities damaged by the Contractor shall be promptly repaired by the Contractor. The Contracting Officer will review and approve any proposed repairs. Any damage to existing utilities will be immediately reported to the Contracting Officer and the Base.
1.7.5 Use of Underground Utility Detecting Device
Prior to any excavation, a metal and/or cable detecting device shall be used along the route of the excavation. All underground utilities discovered by this method will be flagged a minimum distance of one-half (1/2) meter on each side of the location.
1.7.6 Hand Excavation
Hand excavation methods and special supervisory care shall be used between any flagged markers, in areas of known or suspected hazards, and in areas known or suspected to have multiple and/or concentrated utility lines or connections.
SECTION 01 15 00.12 10 Page 5
1.8 HAUL ROUTES - SPECIAL REQUIREMENTS
The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes.
1.9 RESPONSIBILITY FOR PHYSICAL SECURITY
Prior to mobilization, the Contractor shall submit his proposed means of providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage, and theft. The Contractor shall be responsible for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed.
1.10 CERTIFICATES OF COMPLIANCE
Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company involved and shall contain the name and address of the Contractor, the project name and location, description and the quantity of the items involved, and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.
Certification shall not be construed as relieving the Contractor from furnishing satisfactory material.
1.11 ACCIDENT PREVENTION
The Contractor shall comply with all applicable Host Country laws.
Applicable provisions of the Corps of Engineers manual entitled Safety and Health Requirements Manual EM 385-1-1, will be applied to all work under this contract. The referenced manual may be obtained from the Contracting Officer's Representative at the jobsite or from the Middle East District at Winchester, Virginia.
1.11.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas Construction
The Corps of Engineers Health and Safety Manual, EM 385-1-1, section 11.C.05.a. states: "The GFCI device shall be calibrated to trip within the threshold values of 5 ma +/- 1 ma as specified in Underwriters Laboratory (UL) Standard 943." A variance from USACE has been granted allowing 10 ma, in lieu of 5 ma, for overseas activities that use 220 Volts(V)/50 hertz(hz) electrical power.
SECTION 01 15 00.12 10 Page 6
1.11.2 Temporary Power - Electrical Distribution Boxes
EM 385-1-1 section 11.A.01.a. states "All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used." This includes temporary electrical distribution boxes. Locally manufactured electrical boxes will not be allowed. Only manufactured electrical distribution boxes that meet the European CE requirements, with 10 ma CE type GFCIs installed shall be allowed.
Contractors shall:
a. Make no modifications that might void any CE or manufacturer certification.
b. Test the installed systems to demonstrate that they operate properly and provide the 10 ma earth leakage protection.
c. Ensure GFCIs will have an integral push-to-test function. The testing shall be performed on a regular basis.
d. Check that proper grounding is checked regularly and flexible cords, connectors, and sockets inspected before each use.
1.11.3 Reinforcement Caps
All rebar and other protruding reinforcing steel, onto and into which employees could fall, shall be guarded to eliminate the hazard of impalement. The guarding shall meet Code of Regulations, Title 8, Section
344.90 California Impalement Protection. Each protective cover shall be marked with the following information:
(1) Model Number or Trademark.
(2) California Approval Number as issued pursuant to Sections 1712 and 1505 of the above listed Code .
(3) Size(s) designation.
1.12 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT
All equipment furnished under this contract, regardless of country of manufacture or purchase, must have in-country service availability. In the event that the Contractor proposed to provide equipment for which in-country service is not available, the Contractor must provide written justification for the Contracting Officer's approval. This justification shall be submitted for each product or material for which a waiver is sought concurrently with the submittal required by the Technical Provisions. Submission of group or "blanket" waivers is unacceptable.
1.13 CONTRACTOR'S MOBILIZATION AREA
The Contractor will be permitted to use an area as directed by the Contracting Officer within the contract limits for operation of his construction equipment and plants, shops, warehouses, and offices. The Contractor shall not be authorized to have living accommodations for his work force on the site. The Contractor is responsible for obtaining any
SECTION 01 15 00.12 10 Page 7 required additional mobilization area above that designated. On completion of the contract, all facilities shall be removed from the mobilization area by the Contractor and shall be disposed of in accordance with applicable Host Government Laws and Regulations. The site shall be cleared of construction debris and other materials and the area restored to its final grade. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.
1.14 CONTRACTOR'S OFF BASE MOBILIZATION AREA
The Contractor shall provide, furnish, operate and maintain facilities for his batching operations (e.g. concrete, asphalt, etc.) major shops and living facilities for his workers in an area off base. The specific area must be located such that no new contractor facilities are within the "Inhabited Building Clear Zone" (approximately 1355 meters, radius) surrounding ammunition/explosives storage and/or handling areas. The Contractor must submit his desired site location to the Contracting Officer for approval. All utilities will be the responsibility of the Contractor and shall be provided at no cost to the Government. On completion of the contract, all facilities shall be removed by the Contractor and shall be disposed of in the manner directed by the Contracting Officer. The site shall be cleared of construction debris and other materials and the area restored to its original condition. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.
1.14.1 Facilities Within the Mobilization Site
All facilities within the Contractor's mobilization site shall be of substantial construction suitable for the local weather conditions.
Housing, messing and sanitary facilities shall meet the requirements of Corps of Engineers Safety and Health Requirements Manual EM 385-1-1. The Contractor shall provide all utilities required to make the site self-sufficient.
1.14.2 Special Requirements
The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes.
1.15 PHYSICAL CONDITIONS
The indications of physical conditions on the drawings and in the specifications are the result of site investigations.
1.16 STANDARDIZATION
Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this requirement is where the items are interchangeable due to conformance with industry standards (valves, fittings, etc.), they need not be by the same manufacturer. This requirement applies to all manufactured items in the project which normally require repair or replacement during the life of
SECTION 01 15 00.12 10 Page 8 the equipment.
1.17 ON-BASE PHOTOGRAPHY PROHIBITION
The Contractor shall not engage in any form of photography without prior written approval from the Contracting Officer.
1.18 PUBLIC RELEASE OF INFORMATION
1.18.1 Prohibition
There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting therefrom without the prior written approval of the Contracting Officer.
1.18.2 Subcontract and Purchase Orders
The Contractor agrees to insert the substance of this clause in all purchase orders and subcontract agreements issued under this contract.
1.19 UNEXPLODED ORDNANCE
1.19.1 UXO Safety Support During Construction
The existing site is an active airport.However, unexploded ordnance (UXO) may be discovered and/or uncovered within or around the construction work areas. It is the responsibility of the Contractor to be aware of the risk of encountering UXO and to take all actions necessary to assure a safe work area to perform the requirements of this contract. If at any time during contract performance, the Contractor becomes aware of or encounters UXO or potential UXO, the Contractor shall immediately stop work at the site of the encounter, move to a safe location, notify the contracting Officer, and mitigate any delays to scheduled or unscheduled contract work. The Contractor shall not perform nor incur any costs for the removal or disposal of UXO. The Contractor assumes the risk of any and all personal injury, property damage or other liability, arising out of and resulting from any Contractor action hereunder.
1.20 RESIDUAL CONSTRUCTION MATERIAL
All Contractor purchased materials and equipment intended for incorporation into the completed facilities and which are later determined excess to the actual construction requirements, will become the property of the Government. The residual materials and equipment shall be tagged (giving the area where like type material and equipment were installed), and stored in an orderly manner in a designated area as directed and approved by the Contracting Officer.
1.21 CUSTOM EXEMPT CONTRACT
The Contractor shall furnish to the Contracting Officer, just prior to completion of this contract, a consolidated inventory of all inventory of all excess supplies, materials and equipment imported duty free for use under this contract. The Contractor shall either pay required duties on the excesses, re-export the excesses, or the excesses shall become the property of the Government.
SECTION 01 15 00.12 10 Page 9
1.22 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS
The laws of Host Country may prohibit access to certain areas of the country which are under military control. The Contractor shall furnish the Contracting Officer the names of personnel, type, and amounts of equipment, dates and length of time required at the site, and the purpose of entering the host country. It is understood that areas to which rights of entry are provided by the Host Government are to be used only for work carried out under the contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the Host Government.
1.22.1 Contractor's Responsibilities
The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors. The Contractor shall be responsible for determining the effect of the following on his own cost of performance of the contract and for including sufficient amount in the contract price:
a. Official language and type of accounts required to satisfy the officials of the Local Government.
b. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for a regular block of visas will be accepted.
c. Passports, health and immunization certificates, and quarantine clearance.
d. Compliance with local labor and insurance laws, including payment of employer's share of contribution, collecting balance from employee and paying into insurance funds.
e. Strikes, demonstrations and work stoppage.
f. Collection through withholding and payment to local Government, of any Host Country income tax on employees subject to tax.
g. Arranging to perform work in the Host Country, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.
h. Operating under local laws, practices, customs and controls, and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, 7th day of rest, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays and ratio of local labor employed in comparison to others.
i. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.
j. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.
k. Special license required by the local Government for setting up
SECTION 01 15 00.12 10 Page 10 and operating any manufacturing plant in the Host Country, e.g.
concrete batching, precast concrete, concrete blocks, etc.
l. Sales within the host country of Contractor-owned materials, and equipment.
m. Special licenses for physicians, mechanics, tradesmen, drivers, etc.
n. Identification and/or registration with local police of imported personnel.
o. Stamp tax on documents, payments and payrolls.
p. Base passes for permanent staff, day laborers, motor vehicles, etc.
q. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.
1.23 RADIO TRANSMITTER RESTRICTIONS
To preclude accidental actuation of sensitive electronic equipment, the Contractor shall not use radio transmitting equipment without prior approval of the Contracting Officer.
1.24 BASE HOT WORK PERMITS
1.24.1 Requirement for Hot Work Permits
Prior to the start of a work activity including hot work (welding, burning, etc.) or the operating of other flame producing devices, the Contractor shall obtain a Hot Work Permit.
1.24.2 Requests for Hot Work Permits
Requests for Hot Work Permits shall be submitted through the Contracting Officer to the Base Fire Department a minimum of 7 days prior to the start of the work activity covered by the permit. The request for a Hot Work Permit shall include a narrative description of the work to be accomplished, a list of equipment to be used, and a description of special safety precautions that the Contractor will put in place during the work to assure compliance with EM 385-1-1 and Base Fire Regulations.
1.24.3 Preparatory Inspections and Inspection of Equipment
During the Preparatory Inspection for any work activity including hot work, the Hot Work Permit shall be reviewed. During the Preparatory inspection, all hot equipment and safety equipment shall be checked to assure that it is in proper working order. Safety equipment required by the Hot Work Permit shall be checked at the beginning of each shift to assure that it is in proper working order.
SECTION 01 15 00.12 10 Page 11
-- End of Section --
SECTION 01 15 00.12 10 Page 12
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 Submittal Descriptions (SD)
1.1.2 Approving Authority
1.1.3 Work
1.2 SUBMITTALS
1.3 SUBMITTAL CLASSIFICATION
1.3.1 Government Approved (G)
1.3.2 For Information Only
1.4 PREPARATION
1.4.1 Transmittal Form
1.4.2 Submittal Format
1.4.2.1 Format of SD-01 Preconstruction Submittals
1.4.2.2 Format for SD-02 Shop Drawings
1.4.2.2.1 Drawing Identification
1.4.2.3 Format of SD-03 Product Data
1.4.2.3.1 Product Information
1.4.2.3.2 Standards
1.4.2.3.3 Data Submission
1.4.2.4 Format of SD-04 Samples
1.4.2.4.1 Sample Characteristics
1.4.2.4.2 Sample Incorporation
1.4.2.4.3 Comparison Sample
1.4.2.5 Format of SD-05 Design Data
1.4.2.6 Format of SD-06 Test Reports
1.4.2.7 Format of SD-07 Certificates
1.4.2.8 Format of SD-08 Manufacturer's Instructions
1.4.2.8.1 Standards
1.4.2.9 Format of SD-09 Manufacturer's Field Reports
1.4.2.10 Format of SD-10 Operation and Maintenance Data (O&M)
1.4.2.11 Format of SD-11 Closeout Submittals
1.4.3 Source Drawings for Shop Drawings
1.4.3.1 Source Drawings
1.4.3.2 Terms and Conditions
1.4.4 Electronic File Format
1.5 QUANTITY OF SUBMITTALS
1.5.1 Number of SD-01 Preconstruction Submittal Copies
1.5.2 Number of SD-04 Samples
1.6 INFORMATION ONLY SUBMITTALS
1.7 PROJECT SUBMITTAL REGISTER
1.7.1 Submittal Management
1.7.2 Preconstruction Use of Submittal Register
1.7.3 Contractor Use of Submittal Register
1.7.4 Approving Authority Use of Submittal Register
1.7.5 Action Codes
SECTION 01 33 00 Page 1
1.7.6 Delivery of Copies
1.8 VARIATIONS
1.8.1 Considering Variations
1.8.2 Proposing Variations
1.8.3 Warranting that Variations are Compatible
1.8.4 Review Schedule Extension
1.9 SCHEDULING
1.10 GOVERNMENT APPROVING AUTHORITY
1.10.1 Review Notations
1.11 DISAPPROVED SUBMITTALS
1.12 APPROVED SUBMITTALS
1.13 APPROVED SAMPLES
PART 2 PRODUCTS
PART 3 EXECUTION
ATTACHMENTS:
Appendix A - Submittal Register
-- End of Section Table of Contents --
SECTION 01 33 00 Page 2
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 Submittal Descriptions (SD)
Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:
SD-01 Preconstruction Submittals
Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.
Certificates Of Insurance
Surety Bonds
List Of Proposed Subcontractors
List Of Proposed Products
Baseline Network Analysis Schedule (NAS)
Submittal Register
Schedule Of Prices Or Earned Value Report
Work Plan
Quality Control (QC) plan
Environmental Protection Plan
SD-02 Shop Drawings
Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.
Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.
Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.
SECTION 01 33 00 Page 3
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.
Samples of warranty language when the contract requires extended product warranties.
SD-04 Samples
Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.
Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.
Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.
SD-05 Design Data
Design calculations, mix designs, analyses or other data pertaining to a part of work.
SD-06 Test Reports
Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.
Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
Investigation reports
Daily logs and checklists
Final acceptance test and operational test procedure
SD-07 Certificates
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification
SECTION 01 33 00 Page 4 requirements. Must be dated after award of project contract and clearly name the project.
Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.
Confined space entry permits
Text of posted operating instructions
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.
SD-09 Manufacturer's Field Reports
Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.
Factory test reports.
SD-10 Operation and Maintenance Data
Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.
Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.
Data incorporated in an operations and maintenance manual or control system.
SD-11 Closeout Submittals
Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.
Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).
Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.
SECTION 01 33 00 Page 5
1.1.2 Approving Authority
Office or designated person authorized to approve the submittal.
1.1.3 Work
As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.
1.2 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.
NOTE: M designates Middle East District to receive “G” submittals R designates Resident Office to receive “G” submittals M/R designates both offices to receive “G” submittals No designation implies “For Information Only” Submit the following in accordance with this section.
SD-01 Preconstruction Submittals
Submittal Register; G M/R
SD-02 Shop Drawings
Shop Drawing; G M
SD-03 Product Data
Product Data
SD-04 Samples
Samples; G R
SD-05 Design Data
Design Analysis; G M
SD-06 Test Reports
Test Reports; G M
SD-07 Certificates
Certificates
SD-08 Manufacturer's Instructions
Manufacturer's Instructions
SECTION 01 33 00 Page 6
SD-09 Manufacturer's Field Reports
Manufacturer's Field Reports
SD-10 Operation and Maintenance Data
Operation And Maintenance Data; G R
SD-11 Closeout Submittals
Close Out Report; G M/R
1.3 SUBMITTAL CLASSIFICATION
1.3.1 Government Approved (G)
Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."
1.3.2 For Information Only
Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."
1.4 PREPARATION
1.4.1 Transmittal Form
1.4.2 Submittal Format
1.4.2.1 Format of SD-01 Preconstruction Submittals
When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.
Provide data in the unit of measure used in the contract documents.
1.4.2.2 Format for SD-02 Shop Drawings
Provide shop drawings not less than 210 by 297 mm nor more than 1189 by 841 mm, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.
Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.
a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.
b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.
Submit an electronic copy of drawings in PDF format.
SECTION 01 33 00 Page 7
1.4.2.2.1 Drawing Identification
Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph
IDENTIFYING SUBMITTALS.
Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.
Reserve a blank space, no smaller than 56 x 16 millimeter on the right-hand side of each sheet for the Government disposition stamp.
1.4.2.3 Format of SD-03 Product Data
Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.
Indicate, by prominent notation, each product that is being submitted;
indicate the specification section number and paragraph number to which it pertains.
1.4.2.3.1 Product Information
Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.
Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.
Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.
1.4.2.3.2 Standards
Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.
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