Attachment_2_-_Specifications_-_11_July_2014.pdf
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- Construct Variable Height Tower Federal contract opportunity
- Solicitation number
- FA2823-14-R-6024
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Attachment 2 - Specifications
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| File | Type | Posted |
|---|---|---|
| Q A__2.pdf | ||
| Amendment__3.pdf | ||
| Q A.pdf | ||
| Base_Access_Memorandum_Template.doc | DOC document | |
| Amendment_02.pdf | ||
| 07_56_10.pdf | ||
| Table_of_Contens.pdf | ||
| FA2823-14-R-6024-0001.pdf | ||
| Div_14 _Sec_14_24_00.pdf | ||
| Attachment_3_-_Drawings_-_11_July_2014.pdf | ||
| Attachment_10-_Base_Access_Memorandum_Template.pdf | ||
| Attachment_7_-_Financial_Responsibility_Questionnaire_(APP_C).pdf | ||
| Attachment_4_-_Contract_Bonds_Checklist.pdf | ||
| Attachment_11_-_Site_Visit_Driving_Directions.pdf | ||
| Attachment_9_-_CAB_Affidavit.pdf | ||
| Attachment_5_-_Past_Performance_References_(APP_A).pdf | ||
| Attachment_8_-_Wage_Determination.pdf | ||
| Attachment_1_-_SOW_-_24_July_2014.pdf | ||
| SF_1442_-_FA2823-14-R-6024.pdf | ||
| Attachment_6_-_Past_Performance_Questionnaire_(APP_B).pdf |
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Text version
PROJECT NO.: FTFA 13-3005 SPECIFICATION NO.: 13BK
HEADQUARTERS
AIR FORCE DEVELOPMENT TEST CENTER (AFMC)
EGLIN AIR FORCE BASE, FLORIDA
SPECIFICATIONS
FOR
CONSTRUCT VARIABLE HEIGHT TOWER, C-86
EGLIN AIR FORCE BASE
FLORIDA
11 JULY 2014
(FINAL SUBMITTAL)
HEFFERNAN HOLLAND MORGAN ARCHITECTURE, P.A.
312 SOUTH ALCANIZ STREET
PENSACOLA, FLORIDA 32502
850/433-2799
796 CIVIL ENGINEERING GROUP
CONSTRUCT VARIABLE HEIGHT TOWER, C-86 FTFA 13-3005
EGLIN AFB, FLORIDA 13BK
TABLE OF CONTENTS - 1
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 54 00 AFFIRMATIVE PROCUREMENT
01 78 00 CLOSEOUT SUBMITTALS
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION AND DECONSTRUCTION
DIVISION 03 - CONCRETE
03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 51 00 METAL STAIRS
05 52 00 METAL RAILINGS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 42 13 METAL WALL PANELS
07 56 10 FLUID APPLIED ROOFING
07 60 00 FLASHING AND SHEET METAL
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 16 ALUMINUM DOORS AND FRAMES
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
DIVISION 09 - FINISHES
09 62 38 STATIC-CONTROL FLOORING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 44 16 FIRE EXTINGUISHERS
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
DIVISION 14 – CONVEYING EQUIPMENT
14 24 00 VARIABLE HEIGHT TOWER
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 48.00 40 VIBRATION CONTROLS FOR HVAC EQUIPMENT
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
TABLE OF CONTENTS - 2
23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT
DIVISION 26 - ELECTRICAL
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 11 00 CLEARING AND GRUBBING
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE
32 12 10 BITUMINOUS TACK AND PRIME COATS
32 12 17 HOT MIX BITUMINOUS PAVEMENT
32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS
32 31 13 CHAIN LINK FENCES AND GATES
32 92 23 SODDING
DIVISION 33 - UTILITIES
33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND
APPENDIX A - Geotechnical Report
-- End of Project Table of Contents --
SECTION 01 11 00
SUMMARY OF WORK
08/11
PART 1 GENERAL
1.1 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.
ASTM INTERNATIONAL (ASTM)
ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings
1.2 DEFINITIONS
Definitions pertaining to sustainable development are as defined in ASTM E2114, and as specified.
a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.
b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.
c. "Operational performance" is the functional behavior of the building as a whole or of the building components.
d. "Sustainability" is the balance of environmental, economic, and societal considerations.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.
Submit the following items to the Contracting Officer:
Utility Outage Requests Utility Connection Requests
SECTION 01 11 00 Page 1
1.4 WORK COVERED BY CONTRACT DOCUMENTS
1.4.1 Project Description
General: This project consists of an enclosed 13' x 30' x 10' laboratory capable of being lifted from the ground level to approximately 90' above the ground. The highest point of the structure shall not exceed 99' above existing grade. The lifting mechanism is a "Cord and Pinion" system climbing a 99' steel column located at each of the 4 corners of the laboratory. At each end of the laboratory are 99'-high, fixed vertical gantry-type tower structures providing bracing and stability to the laboratory at height. One tower consists primarily of an open-air egress stair, and the other tower serves as a utility service.
Civil: The project's site shall be cleared of trees and brush and graded for positive drainage away from the structure. Access to the site will be provided by means of a new concrete sidewalk for pedestrian use and a concrete driveway capable of accommodating safety vehicles. All disturbed areas of the site shall be stabilized with sod.
Structural: The 30'x13' laboratory building is steel framed. It is supported at the roof and floor levels by the edge beams running in the 30 ft.
dimension. These edge beams cantilever beyond the walls of the laboratory.
The lifting mechanism engages those cantilevered beams and lifts the laboratory.
Towers are provided on each side of the laboratory to provide lateral stability to the laboratory while it is in elevated position, to brace the tops of the lifting posts, and to support the stairs.
Foundations consist of two large mat foundations proportioned to resist the overturning moments of the tower and to limit soil bearing pressures to within the allowable pressures dictated by the geotechnical report.
Architectural: The laboratory itself is lightweight and industrial in nature.
Exterior envelope includes metal wall panels, and alu7minum doors and windows. Roof is liquid-applied membrane on coverboard on tapered rigid insulation, with heavy-traffic membrane applied at a limited area. Interior finishes include static-dissipative rubber floor tile, metal wall panels and painted exposed structure ceiling. All interior finishes shall be matte-black in color to minimize reflectivity.
Mechanical: The HVAC system consists of a packaged 5 ton rooftop air conditioner with exposed ductwork routed inside the lab. The unit shall have variable speed compressors and fans and a modulating OA damper that accommodate an extensive control system to maximize performance, control humidity and provide the user with manual control options for non-standard operating conditions.
Electrical: New primary distribution shall be extended from an existing loop fed transformer to a new pad mount transformer located adjacent to the tower.
The transformer shall feed a new main distribution panel. The panel will feed the new lab, tower, and hydraulic system. New fiber and copper cable shall be installed to a weatherproof rack located at the base of the tower.
All exterior cabling shall be installed in a flexible vertical tube system.
All cabling shall be rated to use in this application. Network cabling shall be continuous from the rack to the outlets inside the lab. A new fire alarm system with transceiver shall be installed in the lab. A new grounding counterpoise shall be installed around the base of the tower. The tower
SECTION 01 11 00 Page 2 shall be bonded to the new counterpoise.
1.4.2 Location
The work shall be located at Site C-86 of Eglin AFB, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.5 WORK RESCHEDULING
Contractor shall allow for a maximum of 10 calendar days after the NTP has been issued, where construction activity is prohibited. Government will provide 24 hour notification each time the restrictions are invoked.
Normal duty hours for work shall be from 7 a.m. to 5 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.
1.6 OCCUPANCY OF PREMISES
The project site will be occupied during performance of work under this Contract.
Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment.
1.7 EXISTING WORK
In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":
a. Remove or alter existing work in such a manner as to prevent injury or 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 shall be in a condition equal to or better than that which existed before new work started.
1.8 ON-SITE PERMITS
1.8.1 Utility Outage Requests and Utility Connection Requests
Notify the Contracting Officer at least 48 hours prior to utility outages and utility connections. Contractor is responsible for marking and verifying all utilities not marked.
Work shall be scheduled to hold outages to a minimum.
Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.
Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.
SECTION 01 11 00 Page 3
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 4
SECTION 01 14 00
WORK RESTRICTIONS
11/11
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 State
"State" when used in reference to states of the United States also includes the Territory of Guam.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel; G
Personnel List; G
Vehicle List; G
Statement of Acknowledgement Form SF 1413; G
1.3 SPECIAL SCHEDULING REQUIREMENTS
a. The building will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.
b. Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.
c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.
1.4 CONTRACTOR ACCESS AND USE OF PREMISES
1.4.1 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.
SECTION 01 14 00 Page 1
1.4.1.1 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, and submit changes to the contracting officer in a timely fashion.
1.4.1.2 Identification Badges
Application for and use of Base access badges will be as directed, and furnished without charge. Contractor personnel are required to wear or prominently display installation identification badges or contractor-furnished, contractor identification badges while visiting or performing work on the installation. The contractor shall submit a written badge access request on company letterhead on the memorandum letter which is provided to the Contract Specialist for access badge requests. However, contractor employees having a previous affidavit submitted and approved for an Eglin AFB badge that is less than one year old are not required to re-submit another affidavit. Anticipate a three-day lead time for Security Forces to process the documents and conduct the required background check, excluding weekends and holidays. NOTE: The day that contractor's badges are emailed to Security Forces does NOT count as the first of the three day processing time. When sending Affidavits through email please send each document as a seperate file named "FOUO(Last, First)". The Privacy Act applies to all badging request documents. Immediately report instances of lost or stolen badges to the Contracting Officer.
1.4.1.3 Employee List
The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.
1.4.1.4 Personnel Entry Approval
Failure to obtain entry approval will not affect the contract price or time of completion.
1.4.1.5 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installations under the cognizance of Eglin AFB 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.
1.4.2 Working Hours
Regular working hours must consist of an 8 1/2 hour period between 7 a.m.
and 3:30 p.m., Monday through Friday, excluding Government holidays.
1.4.3 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
SECTION 01 14 00 Page 2 the specific dates, hours, location, type of work to be performed, 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.
1.4.4 Occupied and Existing Building
The Contractor shall be working on a site which is occupied.
The existing buildings and their contents must be kept secure at all times.
1.4.5 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 the 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, compressed air, and shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 3
SECTION 01 33 00
SUBMITTAL PROCEDURES
05/11
PART 1 GENERAL
1.1 SUMMARY
The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.
Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.
Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.The Government will have 14 days to review submittals and return the AF Form 3000 to the contractor with the approval/dissapproved.
Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified, and an RFI is required for all changes. Include within submittals items such as:
Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.
Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.
1.2 DEFINITIONS
1.2.1 Submittal Descriptions (SD)
Submittals requirements are specified in the technical sections.
Submittals are identified by Submittal Description (SD) numbers and titles as follows:
SD-01 Preconstruction Submittals
Submittals which are required prior to start of construction (work) issuance of contract notice to proceed or commencing work on site or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.
Certificates of insurance
Surety bonds
SECTION 01 33 00 Page 1
List of proposed Subcontractors
List of proposed products
Construction progress schedule
Network Analysis Schedule (NAS)
Submittal register
Health and safety plan
Work plan
Quality Control(QC) 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.
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 by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which 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.
SECTION 01 33 00 Page 2
Design submittals, design substantiation submittals and extensions of design submittals.
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. (Testing must have been within three years of date of contract award for the project.)
Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report which 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 product, system or material meets specification 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 purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.
Text of posted operating instructions.
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (MSDS)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 must state the test results; and indicate whether the material, product, or system has passed or failed the test.
SECTION 01 33 00 Page 3
Factory test reports.
SD-10 Operation and Maintenance Data
Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.
This data is intended to be 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.
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.
1.2.2 Approving Authority
Office or designated person authorized to approve submittal.
1.2.3 Work
As used in this section, on- 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.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. Submit the following in accordance with this section.
SD-01 Preconstruction Submittals
Submittal Register; G
1.4 SUBMITTAL CLASSIFICATION
Submittals are classified as follows:
1.4.1 Designer of Record Approved (DA)
Designer of Record (DOR) approval is required for extensions of design, critical materials, any deviations from the solicitation, the accepted proposal, or the completed design, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings." Contractor to provide the Government with the number of copies designated hereinafter of all DOR approved submittals. The
SECTION 01 33 00 Page 4
Government may review any or all Designer of Record approved submittals for conformance to the Solicitation, Accepted Proposal and the completed design. The Government will review all submittals designated as deviating from the Solicitation or Accepted Proposal, as described below.
1.4.2 Government Approved
Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.
Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."
1.4.3 Government Conformance Review of Design (CR)
The Government will review all intermediate and final design submittals for conformance with the technical requirements of the solicitation. Review will be only for conformance with the applicable codes, standards and contract requirements. Generally, design submittals should be identified as SD-05 Design Data submittals.
1.4.4 Designer of Record Approved/Government Conformance Review (DA/CR)
1.4.4.1 Deviations to the Accepted Design
Designer of Record approval and the Government's concurrence are required for any proposed deviation from the accepted design which still complies with the contract before the Contractor is authorized to proceed with material acquisition or installation. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction", they are considered to be "shop drawings." If necessary to facilitate the project schedule, the Contractor and the DOR may discuss a submittal proposing a deviation with the Contracting Officer's Representative prior to officially submitting it to the Government. However, the Government reserves the right to review the submittal before providing an opinion, if deemed necessary. In any case, the Government will not formally agree to or provide a preliminary opinion on any deviation without the DOR's approval or recommended approval. The Government reserves the right to non-concur with any deviation from the design, which may impact furniture, furnishings, equipment selections or operations decisions that were made, based on the reviewed and concurred design.
1.4.4.2 Substitutions
Unless prohibited or provided for otherwise elsewhere in the Contract, where the accepted contract proposal named products, systems, materials or equipment by manufacturer, brand name and/or by model number or other specific identification, and the Contractor desires to substitute manufacturer or model after award, submit a requested substitution for Government concurrence. Include substantiation, identifying information and the DOR's approval, as meeting the contract requirements and that it is equal in function, performance, quality and salient features to that in the accepted contract proposal.
1.4.5 Designer of Record Approved/Government Approved (DA/GA)
In addition to the above stated requirements for proposed deviations to the
SECTION 01 33 00 Page 5 accepted design, both Designer of Record and Government Approval and, where applicable, a contract modification are required before the Contractor is authorized to proceed with material acquisition or installation for any proposed variation to the contract (the solicitation and/or the accepted proposal), which constitutes a change to the contract terms. Within the terms of the Contract Clause entitled, "Specifications and Drawings FAR, 52.236-21 for Construction," they are considered to be "shop drawings."
The Government reserves the right to accept or reject any such proposed deviation at its discretion.
1.4.6 Information Only
Submittals not requiring Government approval will be for information only.
For Design-build construction all submittals not requiring Designer of Record or Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.
1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL
1.5.1 Submittals Required from the Contractor
As soon as practicable after award of contract, and before procurement of fabrication, forward to the Contracting Officer, submittals required in the technical sections of this specification, including shop drawings, product data and samples. One copy of the transmittal form for all submittals shall be forwarded to the Contracting Officer.
1.5.1.1 O&M Data
The Contracting Officer will review and approve O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.
In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.
1.6 PREPARATION
1.6.1 Transmittal Form
Transmit each submittal, to the contracting office of approving authority.
Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled, "Identifying Submittals."
1.6.2 Identifying Submittals
When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.
Identify submittals, except sample installations and sample panels, with
SECTION 01 33 00 Page 6 the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:
a. Project title and location.
b. Construction contract number.
c. Date of the drawings and revisions.
d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.
e. Section number of the specification section by which submittal is required.
f. Submittal description (SD) number of each component of submittal.
g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.
h. Product identification and location in project.
1.6.3 Format for SD-02 Shop Drawings
Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required.
Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.
Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.
Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled, "Identifying Submittals," of this section.
Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent 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 2 inches on the right hand side of each sheet for the Government disposition stamp.
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.
Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.
1.6.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions
Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers
SECTION 01 33 00 Page 7 for product data.
Indicate, by prominent notation, each product which is being submitted;
indicate specification section number and paragraph number to which it pertains.
Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.
Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.
Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and 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.
State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.
Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.
Submit manufacturer's instructions prior to installation.
1.6.5 Format of SD-04 Samples
Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:
a. Sample of Equipment or Device: Full size.
b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.
c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.
d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.
e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.
SECTION 01 33 00 Page 8
f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.
Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.
Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.
Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.
When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.
1.6.6 Format of SD-05 Design Data and SD-07 Certificates
Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.
1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports
Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.
Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.
1.6.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals
When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.
1.7 QUANTITY OF SUBMITTALS
1.7.1 Number of Copies of SD-02 Shop Drawings
Submit seven copies of submittals of shop drawings requiring review and approval by Contracting Officer.
1.7.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions
Submit in compliance with quantity requirements specified for shop drawings.
SECTION 01 33 00 Page 9
1.7.3 Number of Samples SD-04 Samples
a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.
b. Submit one sample of non-solid materials.
1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates
Submit in compliance with quantity requirements specified for shop drawings.
1.7.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports
Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.
1.7.6 Number of Copies of SD-10 Operation and Maintenance Data
Submit Five copies of O&M Data to the Contracting Officer for review and approval.
1.7.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals
Unless otherwise specified, submit two sets of administrative submittals.
1.8 INFORMATION ONLY SUBMITTALS
Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.
The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;
and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe. For design-build construction the Government will retain 2 copies of information only submittals.
1.9 VARIATIONS
Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.
1.9.1 Considering Variations
Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).
Specifically point out variations from contract requirements in transmittal
SECTION 01 33 00 Page 10 letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.
1.9.2 Proposing Variations
When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.
Clearly mark the proposed variation in all documentation.
Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.
The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.
1.9.3 Warranting That Variations Are Compatible
When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.
1.9.4 Review Schedule Is Modified
In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.
1.10 SUBMITTAL REGISTER AND DATABASE
Prepare and maintain submittal register, as the work progresses. Use electronic submittal register program furnished by the Government or any other format. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project.
The Designer of Record shall develop a complete list of submittals during design and identify required submittals in the specifications, and use the list to prepare the Submittal Register. The list may not be all inclusive and additional submittals may be required by other parts of the contract.
The Contractor is required to complete the submittal register and submit it to the Contracting Officer for approval within 30 calendar days after Notice to Proceed. The approved submittal register will serve as a scheduling document for submittals and will be used to control submittal actions throughout the contract period. Coordinate the submit dates and need dates with dates in the Contractor prepared progress schedule. Submit monthly or until all submittals have been satisfactorily completed, updates to the submittal register showing the Contractor action codes and actual dates with Government action codes. Revise the submittal register when the progress schedule is revised and submit both for approval.
SECTION 01 33 00 Page 11
1.10.1 Use of Submittal Register
Submit submittal register as an electronic database, using submittals management program furnished to Contractor. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:
Column (a) Activity Number: Activity number from the project schedule.
Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.
Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.
Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.
1.10.2 Contractor Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.
Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.
Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.
Column (l) List date of submittal transmission.
Column (q) List date approval received.
1.10.3 Approving Authority Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.
Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.
Column (l) List date of submittal receipt.
Column (m) through (p) List Date related to review actions.
Column (q) List date returned to Contractor.
1.10.4 Action Codes
1.10.4.1 Contractor Action Codes
NR - Not Received
AN - Approved as noted
SECTION 01 33 00 Page 12
A - Approved
RR - Disapproved, Revise, and Resubmit
1.10.5 Copies Delivered to the Government
Deliver one copy of submittal register updated by Contractor to Government with each invoice request.
1.11 SCHEDULING
Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.
a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.
b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."
c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.
d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."
e. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working days for submittals for QC Manager approval and 20 working days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from QC organization.
f. For submittals requiring review by fire protection engineer, allow review period, beginning when Government receives submittal from QC organization, of 30 working days for return of submittal to the Contractor.
g. Period of review for each resubmittal is the same as for initial submittal.
Within 30 calendar days of notice to proceed, provide, for approval by the Contracting Officer, the following schedule of submittals:
a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for
SECTION 01 33 00 Page 13 which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.
b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings. Schedule will indicate the contract requirement reference; the type or title of the submittal;
the Contractor's anticipated submission date and the approved need date (if approval is required).
1.11.1 Reviewing, Certifying, Approving Authority
The QC organization is responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is QC Manager unless otherwise specified for specific submittal. At each "Submittal" paragraph in individual specification sections, a notation "G," following a submittal item, indicates Contracting Officer is approving authority for that submittal item.
1.11.2 Constraints
Conform to provisions of this section, unless explicitly stated otherwise for submittals listed or specified in this contract.
Submit complete submittals for each definable feature of work. Submit at the same time components of definable feature interrelated as a system.
When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.
Approval of a separate material, product, or component does not imply approval of assembly in which item functions.
1.11.3 QC Organization Responsibilities
a. Note date on which submittal was received from Contractor on each submittal.
b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.
c. Review submittals for conformance with project design concepts and compliance with contract documents.
d. Act on submittals, determining appropriate action based on QC organization's review of submittal.
(1) When QC Manager is approving…
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