117016_Final_Specifications.pdf
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- Renovate and Constuct Addition Bldg 421 Federal contract opportunity
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- FA4654-15-R-0002
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FA4654-15-R-0002 Specifications
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| FA4654-15-R-0002-0002.doc | DOC document | |
| FA4654-15-R-0002_AMENDMENT_1.doc | DOC document | |
| WAGE_DETERMINATION_FOR_BUILDING_421.txt | TXT text file | |
| 117016_Final_Drawings.pdf | ||
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Text version
Grissom Air Reserve Base 434 Base Civil Engineering
Renovate Fuel Vehicle Maintenance
(FAC 421)
TECHNICAL SPECIFICATIONS
CTGC 11 – 7016A
Add/Repair Fuel Vehicle Maintenance
(FAC 421)
TECHNICAL SPECIFICATIONS
CTGC 11 – 7016C
December 16, 2014
CTGB 11-7016A&C
RENOVATE B421
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 32 00 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 33 29 SUSTAINABILITY REQUIREMENTS
01 35 50 ENVIRONMENTAL MANAGEMENT / PROTECTION
01 35 60 STORM WATER POLLUTION PREVENTION MEASURES
01 45 10 CONTRACTOR QUALITY CONTROL
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 20 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 67 00 RECYCLED / RECOVERED MATERIALS
01 78 00 CLOSEOUT SUBMITTALS
01 78 10 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION AND DECONSTRUCTION
DIVISION 03 - CONCRETE
03 15 00.00 10 CONCRETE ACCESSORIES
03 20 00.00 10 CONCRETE REINFORCING
03 30 00.00 10 CAST-IN-PLACE CONCRETE
03 35 00.00 10 CONCRETE FINISHING
03 39 00.00 10 CONCRETE CURING
DIVISION 04 - MASONRY
04 20 00 MASONRY
DIVISION 05 - METALS
05 05 23.16 STRUCTURAL WELDING
05 12 00 STRUCTURAL STEEL
05 50 13 MISCELLANEOUS METAL FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 11 13 BITUMINOUS DAMPPROOFING
07 14 00 FLUID-APPLIED WATERPROOFING
07 22 00 UNDER DECK INSULATION
07 60 00 FLASHING AND SHEET METAL
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 91 00 METAL WALL AND DOOR LOUVERS
DIVISION 09 - FINISHES
09 06 90 COLOR SCHEDULE
PROJECT TABLE OF CONTENTS Page 1
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 51 00 ACOUSTICAL CEILINGS
09 68 00 CARPETING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 14 00.20 INTERIOR SIGNAGE
10 14 01 EXTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 26 13 WALL AND CORNER GUARDS
10 28 13 TOILET ACCESSORIES
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
DIVISION 26 - ELECTRICAL
26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL
26 09 23.00 40 LIGHTING CONTROL DEVICES
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 16.00 40 PANELBOARDS
26 41 00 LIGHTNING PROTECTION SYSTEM
26 52 00.00 40 EMERGENCY LIGHTING
DIVISION 27 - COMMUNICATIONS
27 10 00 TELECOMMUNICATIONS CABLING
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 33.00 10 FIRE ALARM REPORTING SYSTEM, RADIO TYPE
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE
32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS
PROJECT TABLE OF CONTENTS Page 2
32 92 19 SEEDING
32 93 00 EXTERIOR PLANTS
APPENDIX
APPENDIX 1 ENVIRONMENTAL REPORT
APPENDIX 2 EXISTING FACILITY PICTURES
APPENDIX 3 BASE STANDARDS
APPENDIX 4 HPSB CHECKLIST
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 3
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, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, 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 Contractor Quality Control approval. 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:
SECTION 01 11 00 Page 1
Construction Plan; G Construction Project Schedule; G Quality Control Plan; G Environmental Protection Plan; G Traffic Control Plan; G Safety Plan; G
1.4 WORK COVERED BY CONTRACT DOCUMENTS
1.4.1 Project Description
The work includes furnishing all labor, materials, supplies, equipment and services required to upgrade, and renovate the interior offices, restroom, maintenance bay, mechanical room, and exterior of facility 421.
1.4.2 Location
The work shall be located at Facility 421, POL Vehicle Maintenance, 4105 West Chocks Lane, Grissom ARB, IN.
1.5 CONTRACT DRAWINGS
The extent, location and general arrangement of the work to be accomplished is shown on the Contract Drawings and listed in these Technical Specifications.
The drawings referred to in the Contract Documents are the "plans", Plans or "drawings" are applicable to this Contract and are titled as follows:
PROJECT NO: CTGB 117016
PROJECT TITLE: RENOVATE B421
Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.
1.6 WORK SCHEDULING
Contractor shall allow for a maximum of 5 calendar days where construction activity is prohibitive.
Normal duty hours for work shall be from 7:30 a.m. to 4:00 p.m., Monday through Friday, excluding federal holidays. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.
1.7 PROJECT ENVIRONMENTAL GOALS
Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for construction is to produce a facility that meets the functional program needs and incorporates the principles of sustainability. Specifically:
a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.
SECTION 01 11 00 Page 2
b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.
c. Use environmentally preferable products and decrease toxicity level of materials used.
d. Use renewable energy and material resources.
e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.
Consider the durability, maintainability, and flexibility of building systems.
f. Reduce construction waste through reuse, recycling, and supplier take-back.
1.8 Safety
Comply with all Base Fire, Safety and Security Regulations. The equipment items furnished shall comply with all governing federal and state laws regarding safety, including all current requirements of the Occupational Safety and Health Act (OSHA) Contractor shall be solely responsible for job safety in accordance with all laws, regulations methods, etc. of Federal OSHA and State of Indiana. Maintain on site, a written health and safety plan identifying the project hazards and procedures.
1.9 OCCUPANCY OF PREMISES
Building 421 will not be occupied during the performance of work under this contract.
Before work is started, the Contractor shall arrange with the Contracting Officer a means of access, trailer location, parking, space for storage of materials and equipment, and use of base roads.
1.10 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.
1.11 Progress Meetings
During construction activities the contractor shall hold weekly progress meetings. The intent of this meeting is to discuss safety, quality, and the project schedule. This meeting will be held at building 641 (Civil Engineering) and scheduled through the contracting officer. A conference call shall be setup by the contractor for off-site personnel to attend.
Meeting minutes shall be taken by the contractor and distributed at least 2
SECTION 01 11 00 Page 3 calendar days of after completion of the meeting.
1.12 Supervision
In accoradance with FAR 52.236-6, Superintendence by the Contractor, the Contractor shall have a site superintendent at the site at all times when there are workers on site or when deliveries are to be received. Under no circumstances shall a subcontractor be authorized to be site superintendent for the prime contractor. The Superintendent shall be designated as such to the Contracting Officer in writing with the signatures of the Contractor and the designated Superintendent. The contractor shall outline in the designation letter the extent of the superintendent's authority.
1.13 CLOSEOUT FORMS
Contractor to complete and submit AF Form 1354 as part of project closeout documents. A copy of the form may be obtained from Civil Engineering, Construction Management Office located at Building 641, Telephone 765-688-2604.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 Welding Permit
No welding will be permitted without obtaining a permit issued by the Base Fire Department, located at Building 474, Telephone 765-688-3353.
3.2 Contruction/Digging Permit
A properly approved and coordinated construction permit (AF Form 103), shall be obtained by the contractor prior to any excavation activities.
Contact information will be provided by the contracting officer after project award.
Mechanical digging more than four (4) inches below natural grade is prohibited without a current digging permit. The Contractor shall field mark areas where digging will take place and provide a scale drawing of the marked areas. A minimum of fifteen (15) working days is required to process digging permits. When the digging permit is issued existing underground utilities and structures within the marked areas will have to be marked. The Contractor is responsible to record and/or preserve these markings.The contractor is responsible for renewing digging when it expires.
3.2.1 Digging Around Utilities
Only nondestructive digging shall be done within ten (10) feet horizontally of cables, within ten (10)feet horizontally of natural gas lines, and within three (3) feet horizontally of other utilities. Nondestructive digging includes hand digging and hydro/vacuum excavation. Contractor shall verify actual utility locations and directions by hydro excavation equipment (such as vac-tron) prior to mechanical excavation.
3.2.2 Damage to Utilities
Damage done to utilities adequately marked by the Government shall be
SECTION 01 11 00 Page 4 repaired by the Contractor at no additional cost.
3.2.3 Unmarked Utilities
Utilities not marked by the Government and found by the Contractor shall be considered an unforeseen site condition, and the Contractor shall notify the Contracting Officer immediately.
3.3 Site Plan
Prior to starting the work, the contractor shall submit site plans to the contracting officer for approval showing the layout and details of all temporary facilities used for this contract. The base approval authority, normally the base civil engineer, must approve the plan. The plan shall include the location of the safety and/or construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities and worker parking areas. Site photographs prior to the start of work may be included with the plan. At completion of work, the contractor shall remove the faciltities and restore the site to its original condition.
3.4 Dirt and Dust Control Plan
As part of the Traffic Control Plan, the contractor shall submit truck and material haul routes for controlling dirt, debris, dust on base roadways.
As a minimum, the plans shall identify the subcontractor and equipment for cleaning along the haul route and measures to reduce dirt, dust, and debris from roadways.
3.5 WORKMANSHIP
Materials and equipment shall be installed in accordance with the approved recommendations of the manufacturer to conform with the Contract. The installation shall be accomplished in a skillful and workmanlike manner.
Adequate precautions shall be taken by the Contractor to protect Government property from damage resulting from work on the contract. Damage to Government property resulting from work on this contract shall be repaired by the Contractor to the satisfaction of the Contracting Officer and at no additional cost to the Government.
3.6 CODE COMPLIANCE
Work shall comply with applicable base, military, federal, state, and local Codes that are current per the date of contract. Comply with IBC 2012 as revised by UFC 1-200-01 General Building Requirements. (2013). Use ABA for handicap accessibility. Use UFC 3-600-01 for fire protection systems
3.7 CLEANUP
Remove debris and rubbish from project boundaries and disturbed areas.
Remove and transport in a manner that prevents spillage on streets or adjacent areas. Clean up dirt and debris that spills on to the street daily. Remove any material or debris that can be caught in the wind. Comply with local regulations regarding hauling an disposal. Submit weight tickets and recycling information at the end of the project.
-- End of Section --
SECTION 01 11 00 Page 5
SECTION 01 32 00
PROJECT SCHEDULE
PART 1 GENERAL
1.1 QUALIFICATIONS
The Contractor shall provide a project schedule per the specifications .
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
Project Schedule: Gannt chart (Bar chart) electronic and hard copy; G
Contractor to provide electronic and hard copy. Contractor to provide schedule updates.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
. Contractor management personnel shall actively participate in the project schedule development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Contractor to provide information to track work, lead times, and submittals.
3.2 COORDINATION
The Project Schedule shall be coordinated with the Progress Schedule.
Coordinate with the project's submittal register.
3.3 PROJECT SCHEDULE
3.3.1 Use of the Critical Path Method
The Critical Path Method (CPM) of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in the Precedence Diagram Method (PDM). PDM uses CPM data to grenerate a visual network diagram of a schedule. It shall show the time line in a type of Gannt chart. (a gannt chart is a progressive bar chart.)
Microspft project uses a Gannt chart system.
3.3.2 Level of Detail Required
The Project Schedule shall include an appropriate level of detail using the
SECTION 01 32 00 Page 1 following conditions to determine the appropriate level of detail to be used in the Project Schedule:
3.3.2.1 Activity Durations
Reasonable durations are those that allow the progress of activities to be accurately determined. (Usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).
3.3.2.2 Procurement Activities
Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 40 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, fabrication, and delivery.
3.3.2.3 Critical Activities
The following activities shall be listed as separate line activities on the Contractor's project schedule:
a. Submission and approval of mechanical/electrical layout drawings.
b. Submission and approval of O & M manuals.
c. Submission and approval of as-built drawings.
d. Submission and approval of 1354 data and installed equipment lists.
e. Submission and approval of testing and air balance (TAB).
f. Submission of TAB specialist design review report.
g. Submission and approval of fire protection specialist.
h. Submission and approval of testing and balancing of HVAC plus commissioning plans and data.
i. Air and water balance dates.
j. HVAC commissioning dates.
k. Controls testing plan.
l. Controls testing.
m. Performance Verification testing.
n. Other systems testing, if required.
o. Prefinal inspection.
p. Correction of punchlist from Prefinal inspection.
q. Final inspection.
r. Project Phases
s. Project Time of Occupancy; Nonoccupancy
t. LEED submission
3.3.2.4 Government Activities
Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals, inspections, and utility tie-ins.
3.3.2.5 Responsibility
All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force. Activities shall not belong to more than one responsible party.
SECTION 01 32 00 Page 2
3.3.2.6 Work Areas
All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area.
3.3.2.7 Modification or Claim Number
The modification or claim number of each activity shall be identified by the Mod or Claim Number. Whenever possible, changes shall be added to the schedule by adding new activities. Existing activities shall not normally be changed to reflect modifications.
3.3.2.8 Category of Work
All Activities shall be identified in the project schedule according to the category of work which best describes the activity. Category of work refers, but is not limited, to the procurement chain of activities including such items as submittals, approvals, procurement, fabrication, delivery, installation, start-up, and testing.
3.3.2.9 Feature of Work
All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to, a work breakdown structure for the project.
3.3.3 Scheduled Project Completion
The schedule interval shall extend from NTP to the contract completion date.
3.3.3.1 Project Start Date
The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have a constraint date equal to the date that the NTP was acknowledged, and a zero day duration.
3.3.3.2 Constraint of Last Activity
Completion of the last activity in the schedule shall be constrained by the contract completion date. The Contractor shall include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have a constraint date equal to the completion date for the project, and a zero day duration.
3.4 PROJECT SCHEDULE SUBMISSIONS
The Contractor shall provide the submissions as described below. The data disk, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.
3.4.1 Initial Project Schedule Submission
The Initial Project Schedule shall be submitted, with the progress schedule, for approval. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail.
SECTION 01 32 00 Page 3
3.4.2 Schedule Updates
Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit schedule updates every 30 days.
3.5 SUBMISSION REQUIREMENTS
3.5.1 Network Diagram
The network diagram shall be required on the schedule submission and on monthly schedule update submissions. The network diagram shall depict and display the order and interdependence of activities and the sequence in which the work is to be accomplished. Provide the following:
3.5.1.1 Continuous Flow
Diagrams shall show a continuous flow from left to right with no arrows from right to left. The activity number, description, and duration shall be shown on the diagram.
3.5.1.2 Project Milestone Dates
Dates shall be shown on the diagram for start of project, any contract required interim completion dates, and contract completion dates. Include a projected date for shut down or interruptions in Government services.
3.5.1.3 Critical Path
The critical path shall be clearly shown. The chart shall be easily read without a magnifing glass.
-- End of Section --
SECTION 01 32 00 Page 4
SECTION 01 33 00
SUBMITTAL PROCEDURES
05/11
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 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
List of proposed products
Construction progress schedule
Submittal register
Health and safety plan
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.
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.
SECTION 01 33 00 Page 1
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.
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.
SECTION 01 33 00 Page 2
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.
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.
Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.
1.1.2 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.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
SECTION 01 33 00 Page 3 submittals not having a "G" designation are for Contractor QC approval.
Submit the following in accordance with this section.
SD-01 Preconstruction Submittals
Submittal Register; G
1.3 SUBMITTAL CLASSIFICATION
Submittals are classified as follows:
1.4 PREPARATION
1.4.1 Transmittal Form submit all submittals on a AF 3000 form.
1.5 SUBMITTAL REGISTER
Prepare and maintain submittal register, as the work progresses.1.6
GOVERNMENT APPROVING AUTHORITY
When approving authority is Contracting Officer, the Government will:
a. Note date on which submittal was received.
b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.
c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.
Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. Two copies of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.
1.7 DISAPPROVED SUBMITTALS
Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.
Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.
If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.
1.8 APPROVED SUBMITTALS
The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that
Approval or acceptance will not relieve the Contractor of the
SECTION 01 33 00 Page 4 responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.
After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.
1.9 APPROVED SAMPLES
Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.
Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.
Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.
Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.
Contractor to replace such materials or equipment to meet contract requirements.
Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
-- End of Section --
SECTION 01 33 00 Page 5
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 24 PAGES
01 32 00 SD-01 Preconstruction Submittals
3.3.1 GProject Schedule:
01 33 00 SD-01 Preconstruction Submittals
1.5 GSubmittal Register
01 33 29 SD-11 Closeout Submittals
1.5.1.1 GFinal High Performance and
Sustainable Building Checklist 01 35 50 SD-01 Preconstruction Submittals
1.8 GEnvironmental Protection Plan
SD-11 Closeout Submittals
3.6.1Hazardous Material Safety Data Sheets (MSDS)
3.6.2Hazardous Material(HAZMAT)Usage Report
01 45 10 SD-01 Preconstruction Submittals
3.2 GContractor Quality Control (CQC)
Plan
1.2 GWork Plan
SD-11 Closeout Submittals
3.8 GAs-builts
01 57 20 SD-01 Preconstruction Submittals
1.4 GWaste Management Plan
SD-11 Closeout Submittals 1.5.1Weight/Volume Receipts 1.5.2C&D Debris Waste Management
Report
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01 78 00 SD-03 Product Data 1.3.2As-Built Record of Equipment and Materials 1.5.1Warranty Management Plan
Warranty Tags 1.8Final Cleaning
Spare Parts Data SD-08 Manufacturer’s Instructions
1.4Preventative Maintenance 1.4Condition Monitoring (Predictive
Testing) 1.4Inspection 1.5.1Instructions
SD-10 Operation and Maintenance Data
1.7Operation and Maintenance Manuals
SD-11 Closeout Submittals 1.3.1Record Drawings
1.9 GInterim Form DD1354
1.9 GChecklist for Form DD1354
02 41 00 SD-01 Preconstruction Submittals
1.9 GExisting Conditions
1.2.1 GDemolition Plan;
03 15 00.00 10 SD-03 Product Data 2.2Preformed Expansion Joint Filler
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03 15 00.00 10 2.3Sealant Waterstops
03 20 00.00 10 SD-03 Product Data
2.1 GReinforcing Steel
SD-06 Test Reports GTests, Inspections, and
Verifications 03 30 00.00 10 SD-01 Preconstruction Submittals
1.4.2 GQuality Control Plan
GUnderslab Shop Drawing GPre-Pour Checklist
SD-03 Product Data CRecycled Content Products
2.11 GVapor Barrier
2.9 GFloor Hardener
SD-05 Design Data
2.1.1 GMixture Proportions
SD-06 Test Reports
2.1.1 GMixture Proportions
3.9 GTesting and Inspection for CQC
3.9.5.6Compressive Strength
04 20 00 SD-02 Shop Drawings
1.4.5 GDetail Drawings
SD-03 Product Data
2.2 GClay or Shale Brick
2.7.2 GCement
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04 20 00 2.13 GInsulation
1.6.2 GCold Weather Installation
GWater-Repellant Admixture SD-04 Samples
2.4 GConcrete Masonry Units (CMU)
2.2 GClay or Shale Brick
2.9 GAnchors, Ties, and Bar
Positioners
2.14 GExpansion-Joint Materials
1.4.3 GPortable Panel
SD-06 Test Reports
3.25.3 GEfflorescence Test
3.25.1 GField Testing of Mortar
3.25.2 GField Testing of Grout
GPrism tests
2.7.2 GMasonry Cement
GFire-rated CMU
1.4.4 GMasonry Inspector Qualifications
05 12 00 SD-01 Preconstruction Submittals
1.4.1.1 GErection Drawings
SD-02 Shop Drawings
1.4.2 GFabrication drawings
SD-07 Certificates 2.2Steel 2.3Bolts, nuts, and washers
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05 12 00 1.3AISC Fabrication Plant Quality Certification
1.4.3.1Welding procedures and qualifications
05 50 13 SD-02 Shop Drawings
2.10 Gstructural steel door frames
2.9 Gangles and plates
SD-03 Product Data 2.6Cover plates and frames 2.10Structural steel door frames 2.11Windowand door guards
07 14 00 SD-03 Product Data
2.2 GFluid-applied membrane
SD-11 Closeout Submittals
1.5 GWarranty
3.6 GInformation Card
07 22 00 SD-03 Product Data Manufacturer's data sheets on each product to be used
G1. Preparation instructions and recommendations
G2. Storage and handling requirements and recommendations
G3. Installation instructions.
SD-04 Samples
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07 22 00 For each finish product specified, two samples, minimum size 6 inches square or long, representing actual products required for this project.
07 60 00 SD-02 Shop Drawings
3.1.17 GGutters
3.1.18 GDownspouts
3.1.27 GFlashing at roof penetrations
3.1.24 GEave flashing
07 84 00 SD-02 Shop Drawings
2.1 GFirestopping Materials
SD-06 Test Reports
3.3 GInspection
07 92 00 SD-03 Product Data
2.1 GSealants
08 11 13 SD-02 Shop Drawings
2.1 GDoors
2.5 Gframes
SD-03 Product Data
2.1 GDoors
SD-04 Samples GFactory-applied enamel finish
08 51 13 SD-02 Shop Drawings
2.1 GWindows
SD-03 Product Data
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08 51 13 2.1 GWindows 1.10.5Thermal performance
SD-04 Samples 1.4.2.1Finish Sample
Window Sample SD-06 Test Reports
1.4.4Minimum condensation resistance factor
SD-10 Operation and Maintenance Data
2.1 GWindows
Plastic Identification
08 71 00 SD-02 Shop Drawings
1.3 GHardware schedule
2.3 GHardware items
SD-10 Operation and Maintenance Data
1.3Hardware Schedule SD-11 Closeout Submittals Key Certificate
08 81 00 SD-02 Shop Drawings 3.3.1Installation
SD-03 Product Data 1.7.1Insulating Glass
SD-07 Certificates 1.7.1Insulating Glass
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08 81 00 Plastic Glazing 1.3Glazing Accessories
SD-08 Manufacturer’s Instructions 2.3Setting and sealing materials 3.2Glass setting
SD-11 Closeout Submittals 1.6.1Local/Regional Materials
08 91 00 SD-02 Shop Drawings 1.5Wall louvers
SD-03 Product Data 2.2Metal Wall Louvers
SD-04 Samples
1.5 GCOLOR SAMPLES
09 06 90 SD-04 Samples
2.2 GColor Schedule
09 29 00 SD-03 Product Data 2.1.1Gypsum Board 2.1.6Adhesives 2.1.4Joint Treatment Materials
SD-07 Certificates 2.1Asbestos Free Materials
SD-08 Manufacturer’s Instructions 2.1Material Safety Data Sheets
09 51 00 SD-03 Product Data GAcoustical Ceiling Systems
SD-04 Samples
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09 51 00 2.1.1 GAcoustic Ceiling Tiles 09 68 00 SD-03 Product Data
2.1 GCarpet
2.4 GMoldings
Physical Characteristics 1.2.1Local/Regional Materials
SD-04 Samples
2.1 GCarpet
SD-08 Manufacturer’s Instructions 3.1Surface Preparation 3.3Installation
SD-11 Closeout Submittals LEED Documentation
1.2.1Local/Regional Materials 09 90 00 SD-02 Shop Drawings
3.12Piping identification 3.12stencil
SD-03 Product Data Certification Environmental Data
2.1Materials
2.1 GCoating
2.1Manufacturer's Technical Data
Sheets 3.3.5Sealant
SD-04 Samples
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09 90 00 1.9 GColor SD-08 Manufacturer’s Instructions
3.4.1Application instructions 3.8.2Mixing 1.6.2Manufacturer's Material Safety
Data Sheets 10 14 00.20 SD-02 Shop Drawings
GDetail Drawings SD-03 Product Data
GSchedule SD-04 Samples
GInterior Signage Three color samples of each of the sign types showing typical quality.
SD-11 Closeout Submittals LEED Documentation
10 14 01 SD-02 Shop Drawings
3.1 GApproved Detail Drawings
SD-03 Product Data Signage Manufacturer's desctiptive data adn cataglog cuts.
SD-04 Samples
1.2 GExterior Signage
10 21 13 SD-02 Shop Drawings
3.3 GInstallation Drawings
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10 21 13 SD-03 Product Data GToilet Partition System
SD-04 Samples
2.6 GColors and Finishes
10 26 13 SD-02 Shop Drawings GCorner
10 28 13 SD-03 Product Data
2.2 GAccessory Items
12 21 00 SD-03 Product Data
2.1 GWindow Blinds
SD-04 Samples
2.1 GWindow Blinds
21 13 13.00 20 SD-02 Shop Drawings GShop Drawings
HVAC duct layout SD-03 Product Data
GMaterials and Equipment SD-05 Design Data
1.3 GHydraulic Calculations
GHVAC/ Comm coordination letter
G, Submit submit letter indicating hvac ducting and comm has been coordinated. Reference ducting sheet provided with the design proposal
SD-06 Test Reports
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21 13 13.00 20 3.6 GRequest to schedule Preliminary Tests
3.6 GPreliminary Test Report
3.7 Grequest to schedule Final
Acceptance Test 3.7Final Acceptance Test Report
SD-07 Certificates
3.1 GInspection by Fire Protection
Engineer
1.5.1 GFire Protection Engineer
1.5.2 GSprinkler System Installer
SD-10 Operation and Maintenance Data
3.8Operating and Maintenance Instructions
SD-11 Closeout Submittals 3.7As-built drawings 3.8On-site training
22 00 00 SD-03 Product Data 2.4Fixtures
2.4.3 GFlush valve water closets
2.4.4 GFlush valve urinals
2.4.9 GWall hung lavatories
2.4.10 GCountertop lavatories
2.4.11Kitchen sinks
2.4.12 GService sinks
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22 00 00 2.4.13 GDrinking-water coolers
2.10 GWater heaters
2.12 GPumps
3.9.1.1 GBackflow prevention assemblies
2.6.2 GShower Faucets
3.4 GVibration-Absorbing Features
3.9.1Plumbing System
SD-06 Test Reports 3.9Tests, Flushing and Disinfection
3.9.1.1 GTest of Backflow Prevention
Assemblies SD-07 Certificates
1.3Materials and Equipment 2.1.1Bolts
SD-10 Operation and Maintenance Data
3.9.1 GPlumbing System
23 00 00 SD-02 Shop Drawings
1.4.5 GDetail Drawings
SD-03 Product Data
2.1Standard Products 2.9.1.1Metallic Flexible Duct 2.9.1.2Insulated Nonmetallic Flexible
Duct Runouts 2.9.1.2Duct Connectors 2.9.2.1Duct Access Doors
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23 00 00 2.9.2.2Fire Dampers 2.9.2.3Manual Balancing Dampers 2.9.2.4Automatic Smoke-Fire Dampers
Automatic Smoke Dampers 2.9.5Sound Attenuation Equipment 2.9.5Acoustical Duct Liner
2.9.6.1 GDiffusers
2.9.6.2 GRegisters and Grilles
2.9.7 GLouvers
2.9.8Air Vents, Penthouses, and
Goosenecks
2.10.1.1 GCentrifugal Fans
2.10.1.2In-Line Centrifugal Fans 2.10.1.3Axial Flow Fans 2.10.1.4Panel Type Power Wall
Ventilators Centrifugal Type Power Wall Ventilators
Centrifugal Type Power Roof Ventilators
Propeller Type Power Roof Ventilators
Air-Curtain Fans
2.10.1.6 GCeiling Exhaust Fans
GAir Handling Units GFan-Coil Units
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23 00 00 Coil Induction Units Constant Volume, Single Duct Terminal Units
Variable Volume, Single Duct Terminal Units
Variable Volume, Single Duct, Fan-Powered Terminal Units
Dual Duct Terminal Units Ceiling Induction Terminal Units Reheat Units Unit Ventilators
2.12 GEnergy Recovery Devices
1.2.1Diagrams
3.15 GOperation and Maintenance
Training SD-06 Test Reports
3.13 GPerformance Tests
3.15 GPerformance Tests
GDALT and TAB Work Execution Schedule
GDALT and TAB Procedures Summary
GDesign review report GPre-Final DALT report GFinal DALT report GTAB report for Season 1
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FRM APPR
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 24 PAGES
23 00 00 GTAB report for Season 2 GCommissioning Report
SD-07 Certificates GIndependent TAB agency and personnel qualifications GAdvance notice of Pre-Final
DALT field work GCommissioning Firm GCommissioning Specialist
SD-08 Manufacturer’s Instructions 3.2Manufacturer's Installation
Instructions
3.15 GOperation and Maintenance
Training SD-10 Operation and Maintenance Data
3.15Operation and Maintenance Manuals
2.9.2.2 GFire Dampers
2.9.2.3 GManual Balancing Dampers
2.9.2.4Automatic Smoke-Fire Dampers
Automatic Smoke Dampers
2.10.1.1 GCentrifugal Fans
2.10.1.2In-Line Centrifugal Fans
2.10.1.3 GAxial Flow Fans
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
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DATE FWD
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AUTH/
DATE RCD
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REVIEWER
DATE RCD
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A C T I O N
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