04.12-4339_SPEC_r2.pdf
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- Install Fence GOH 693, Yokota Air Base
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ZNRE 12-4339
Install Fence, GOH 693
DATE: 04 JUN 2015
PROJECT SPECIFICATION
DEPARTMENT OF THE AIR FORCE
374TH CIVIL ENGINEER SQUADRON
YOKOTA AIR BASE, JAPAN
Install Fence, GOH 693 ZNRE124339
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 33 00 SUBMITTAL PROCEDURES
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION
01 78 00 CLOSEOUT SUBMITTALS
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
DIVISION 03 - CONCRETE
03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE
03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE
CONSTRUCTION
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 20 00 FINISH CARPENTRY
DIVISION 09 - FINISHES
09 90 00 PAINTS AND COATINGS
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
SECTION 01 11 00
SUMMARY OF WORK
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
Submit the following items to the Contracting Officer:
Supervising Engineer (Kanri Gijyutusha) with Class 1 Civil/Architectural Works Execution Managing Engineer; G Excavation Permits; G
SECTION 01 11 00 Page 1
1.4 WORK COVERED BY CONTRACT DOCUMENTS
1.4.1 Project Description
Furnish all parts, labor, material, tools and equipment, transportation, supervision and all operations identified in plans and specifications for Project No. ZNRE 12-4339 Install Fence, GOH 693, Yokota Air Base, Japan.
The following scope of work is expressed in general terms and in no way limits the Contractor's responsibility. Perform all work indicated in these specifications or accompanying drawings. The contractor is required to provide a complete and usable facility within the terms and conditions of this contract. The scope of work for this project includes but is not limited to:
(1) Remove and dispose of the existing steel mesh fence and gate.
(2) Install new wooden privacy fence and gate. Fence shall be 6ft high with minimum gap from the ground line. Gate shall be self-closing. Fence and gate shall be painted with the base standard color brown, JPMA 09-30D.
(3) Install new trash enclosure door.
(4) Plant bamboo.
(5) Repair damaged sod caused by the construction.
1.4.2 Location
The work shall be located at the GOH 693, Yokota Air Base, approximately as indicated.
1.5 CONTRACT DRAWINGS
The following drawings accompany this specification and are a part thereof.
Drawing No. 8769 Sheets 1 through 2
Contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.
Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.
1.6 WORK RESCHEDULING
1.6.1 Work Hours
Contractor work hours are from 0730 to 1630, Monday through Friday including Japanese holidays, but excluding US legal holidays.
1.6.2 Holidays
Recognized US legal holidays are listed below:
(1) January 1 - New Year's Day
(2) January, 3rd Monday - Martin Luther Kings Jr. Birthday
(3) February, 3rd Monday - President's Day
(4) May, Last Monday - Memorial Day
(5) July 4 - Independence Day
(6) September, 1st Monday - Labor Day
(7) October, 2nd Monday - Columbus Day
(8) November 11 - Veteran's Day
SECTION 01 11 00 Page 2
(9) November, 4th Thursday - Thanksgiving Day
(10) December 25 - Christmas Day
Holidays falling on a Saturday will be observed on the preceding Friday.
Holidays falling on a Sunday will be observed on the following Monday.
1.6.3 Weekend Work
Do not perform weekend work without advance permission. Submit weekend work request at least the Wednesday before the desired weekend workday. Only proceed with weekend work after you receive Government approval.
1.6.4 Performance Period
The performance period will be 90 calendar days after award.
1.7 PROJECT ENVIRONMENTAL GOALS
Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building 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.
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. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.
g. Reduce construction waste through reuse, recycling, and supplier take-back.
1.8 OCCUPANCY OF PREMISES
Building 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, and use of approaches, corridors, and stairways.
1.9 EXISTING WORK
In addition to "FAR 52.236-9, Protection of Existing Vegetation, SECTION 01 11 00 Page 3
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.
1.10 ON-SITE PERMITS
1.10.1 Utility Outage Requests and Utility Connection Requests
Provide at least 21 calendar days advance notice of planned utility outages including fire systems. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance Government approval. Fire system disconnection and reactivation requires 374 CES/CEF (Phone 225-7290/7125) coordination. Contractor is responsible for marking and verifying all utilities not marked.
The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
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.
Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.
Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 21 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.
1.10.2 Excavation, Welding, and Burning Permits
ACTIVITY SUBMISSION DATE SUBMISSION FORM
[Excavation Permits] 21 calendar days prior to work
AF-103
[Welding Permits] 21 calendar days prior to work
AF-103
SECTION 01 11 00 Page 4
Permits shall be posted at a conspicuous location in the construction area.
Burning of trash or rubbish is not permitted on project site.
1.11 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation by the Contracting Officer 21 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.11.1 Notification Prior to Excavation
Notify the Contracting Officer at least 21 calendar days prior to starting excavation work.
1.12 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.
The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.
Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 5
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.
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. 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 commencing work on site include 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
List of proposed Subcontractors
List of proposed products
SECTION 01 33 00 Page 1
Construction progress schedule
Network Analysis Schedule (NAS)
Submittal register
Schedule of prices
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.
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-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
SECTION 01 33 00 Page 2 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.
Confined space entry permits.
Text of posted operating instructions.
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.
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
SECTION 01 33 00 Page 3 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.
1.2.2 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, except those SD-01 Pre-Construction Submittals noted above, 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 Contractor QC approval.
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 Government Approved [G]
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."
1.4.2 Information Only
Submittals not requiring 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 PREPARATION
1.5.1 Transmittal Form
Transmit each submittal, except sample installations and sample panels to 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," of this section. Process
SECTION 01 33 00 Page 4 transmittal forms to record actions regarding samples, installations and panels.
1.5.2 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 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.
1.5.3 Format for SD-02 Shop Drawings
Shop drawings are not to be less than 210 by 297 mm nor more than 1189 by 841 mm, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless 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 210 by 297 mm 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. Contractors may use their own number system. 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.
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.
SECTION 01 33 00 Page 5
Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.
1.5.4 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 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.
Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.
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.
1.5.5 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 50 by 75 mm: Built up to 210 by 297 mm.
SECTION 01 33 00 Page 6
c. Sample of Materials Exceeding 210 by 297 mm: Cut down to 210 by 297 mm and adequate to indicate color, texture, and material variations.
d. Sample of Linear Devices or Materials: 250 mm length or length to be supplied, if less than 250 mm. Examples of linear devices or materials are conduit and handrails.
e. Sample of Non-Solid Materials: 750 ml. Examples of non-solid materials are sand and paint.
f. Color Selection Samples: 50 by 100 mm. 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.
g. Sample Panel: 1200 by 1200 mm.
h. Sample Installation: 10 square meters.
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.
1.5.6 Format of SD-05 Design Data and SD-07 Certificates
Provide design data and certificates on 210 by 297 mm paper. Provide a bound volume for submittals containing numerous pages.
1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports
Provide reports on 210 by 297 mm 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.
1.5.8 Format of SD-10 Operation and Maintenance Data (O&M)
Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.
SECTION 01 33 00 Page 7
1.5.9 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.
Provide all dimensions in administrative submittals in metric. Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.
1.6 QUANTITY OF SUBMITTALS
1.6.1 Number of Copies of SD-02 Shop Drawings
Submit three copies of submittals of shop drawings requiring review and approval by Contracting Officer.
1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions
Submit in compliance with quantity requirements specified for shop drawings.
1.6.3 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 panel or provide one sample installation where directed. Include components listed in technical section or as directed.
c. Submit one sample installation, where directed.
d. Submit one sample of non-solid materials.
1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates
Submit in compliance with quantity requirements specified for shop drawings.
1.6.5 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.
1.6.6 Number of Copies of SD-10 Operation and Maintenance Data
Submit three copies of O&M Data to the Contracting Officer for review and approval.
1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals
Unless otherwise specified, submit three sets of administrative submittals.
SECTION 01 33 00 Page 8
1.7 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.
1.8 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.
1.8.1 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 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.
1.8.2 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.
1.8.3 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.
1.8.4 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.
1.9 SUBMITTAL REGISTER
Prepare and maintain submittal register, as the work progresses. Use
SECTION 01 33 00 Page 9 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. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.
Column (c): Lists specification section in which submittal is required.
Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.
Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.
Column (f): Indicate approving authority for each submittal.
Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.
1.9.1 Use of Submittal Register
Submit submittal register. 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 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.
1.9.2 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.
SECTION 01 33 00 Page 10
Column (l) List date of submittal transmission.
Column (q) List date approval received.
1.9.3 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.
1.9.4 Copies Delivered to the Government
Deliver one copy of submittal register updated by Contractor to Government with each invoice request.
1.10 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."
Within 15 calendar days of award, 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 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.
SECTION 01 33 00 Page 11
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 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.
1.11.1 Review Notations
Contracting Officer review will be completed within 14 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:
a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.
b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.
c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.
d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.
1.12 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
SECTION 01 33 00 Page 12 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.
1.13 APPROVED SUBMITTALS
The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory.
Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.
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.
1.14 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.
SECTION 01 33 00 Page 13
1.15 WITHHOLDING OF PAYMENT
Payment for materials incorporated in the work will not be made if required approvals have not been obtained.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
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SECTION 01 42 00
SOURCES FOR REFERENCE PUBLICATIONS
08/10
PART 1 GENERAL
1.1 REFERENCES
Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.
1.2 ORDERING INFORMATION
The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.
AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)
38800 Country Club Drive Farmington Hills, MI 48331 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO)
444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.aashto.org
AMERICAN CONCRETE PIPE ASSOCIATION (ACPA)
1303 W. Walnut Hill Lane, Suite 305 Irving, TX 75038-3008 Ph: 972-506-7216 Fax: 972-506-7682 E-mail: info@concrete-pipe.org Internet: http://www.concrete-pipe.org
AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)
1330 Kemper Meadow Drive Cincinnati, OH 45240 Ph: 513-742-2020 or 513-742-6163
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Fax: 513-742-3355 E-mail: mail@acgih.org Internet: http://www.acgih.org
AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)
P.O. Box 210 Germantown, MD 20875-0210 Ph: 301-972-1700 Fax: 301-540-8004 E-mail: alsc@alsc.org Internet: http://www.alsc.org
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA)
1200 G Street NW, Suite 800 Washington, DC 20005 Ph: 202-789-2900 Fax: 202-789-1893 E-mail: aflynn@anla.org Internet: http://www.anla.org
AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)
1800 East Oakton Street Des Plaines, IL 60018-2187 Ph: 847-699-2929 Fax: 847-768-3434 E-mail: customerservice@asse.org Internet: http://www.asse.org
AMERICAN WELDING SOCIETY (AWS)
8669 NW 36 Street, #130550 N.W. LeJeune Road Miami, FL 33166-6672 Ph: 800-443-9353 - 305-443-9353 Fax: 305-443-7559 E-mail: info@aws.org or customerservice@awspubs.com Internet: http://www.aws.org
AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)
P.O. Box 361784 Birmingham, AL 35236-1784 Ph: 205-733-4077 Fax: 205-733-4075 E-mail: email@awpa.com Internet: http://www.awpa.com
APA - THE ENGINEERED WOOD ASSOCIATION (APA)
7011 South 19th St.
Tacoma, WA 98466-5333 Ph: 253-565-6600 Fax: 253-565-7265 E-mail: help@apawood.org Internet: http://www.apawood.org
ASME INTERNATIONAL (ASME)
Three Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-854-7179 or 800-843-2763 Fax: 212-591-7674 E-mail: infocentral@asme.org Internet: http://www.asme.org
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ASTM INTERNATIONAL (ASTM)
100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org
CSA STANDARDS (CSA)
178 Rexdale Blvd.
Toronto, ON, Canada M9W 1R3 Ph: 416-747-4000 E-mail: cathy.rake@csa-america.org Internet: http://www.csa-america.org
L.H. BAILEY HORTORIUM (LHBH)
Dept of Plant Biology c/o Cornell University 412 Mann Library Building Ithaca, NY 14853 Ph: 607-255-4477(Dr. William L.Crepet) Internet: http://www.plantbio.cornell.edu/Hort.html
MASTER PAINTERS INSTITUTE (MPI)
2800 Engleton Avenue Burnaby, BC CANADA V5C 6G7 Ph: 1-888-674-8937 Fax: 1-888-211-8708 E-mail: info@paintinfo.com,jody@mpi.net,bgl@mpi.net Internet: http://www.paintinfo.com/mpi
NATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA)
6830 Raleigh LaGrange Road Memphis, TN 38184-0518 Ph: 901-377-1818 E-mail: info@nhla.com Internet: http://www.natlhardwood.org
NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA)
10333 N. Meridian Street, Suite 272 Indianapolis, Indiana 46290 Ph: 317-571-9500 or 800 366 7731 Fax: 317-571-0041 E-mail: npca@precast.org Internet: www.precast.org
NORTHEASTERN LUMBER MANUFACTURERS ASSOCIATION (NELMA)
272 Tuttle Road Cumberland, ME 04021 Ph: 207-829-6901 Fax: 207-829-4293 E-mail: barbara@nelma.org Internet: http://www.nelma.org
REDWOOD INSPECTION SERVICE (RIS) OF THE CALIFORNIA REDWOOD
ASSOCIATION (CRA)
405 Enfrente Drive, Suite 200 Novato, CA 94949
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Ph: 415-382-0662 or 888-CALREDWOOD Fax: 415-382-8531 E-Mail: info@calredwood.org Internet: http://www.redwoodinspection.com/
SOUTHERN PINE INSPECTION BUREAU (SPIB)
P.O. Box 10915 Pensacola, FL 32504-0915 Ph: 850-434-2611 Fax: 850-433-5594 E-mail: Fill out form at http://www.spib.org/contact.shtml Internet: http://www.spib.org
THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)
40 24th Street, 6th Floor Pittsburgh, PA 15222-4656 Ph: 412-281-2331 Fax: 412-281-9992 E-mail: info@sspc.org Internet: http://www.sspc.org
TURFGRASS PRODUCERS INTERNATIONAL (TPI)
2 East Main Street East Dundee, IL 60118 Ph: 847-649-5555 Fax: 847-649-5678 E-mail: info@turfgrasssod.org Internet: http://www.turfgrasssod.org
U.S. ARMY CORPS OF ENGINEERS (USACE)
Order CRD-C DOCUMENTS from:
U.S. Army Engineer Waterways Experiment Station ATTN: Technical Report Distribution Section, Services Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 E-mail: MTC-INFO@erdc.usace.army.mil Internet:
http://gsl.erdc.usace.army.mil/SL/MTC/handbook/handbook.htm Order Other Documents from:
USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.usace.army.mil/publications or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx
U.S. DEPARTMENT OF AGRICULTURE (USDA)
Order AMS Publications from:
AGRICULTURAL MARKETING SERVICE (AMS)
Seed Regulatory and Testing Branch 801 Summit Crossing Place, Suite C Gastonia, NC 28054-2193 Ph: 704-810-8871 Fax: 704-852-4189
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E-mail: seed.ams@usda.gov Internet: http://www.ams.usda.gov/lsg/seed.htm Order Other Publications from:
U.S. Department of Agriculture, Rural Utilities Service 14th and Independence Avenue, SW, Room 4028-S Washington, DC 20250 Ph: 202-720-2791 Fax: 202-720-2166 Internet: http://www.usda.gov/rus
U.S. DEPARTMENT OF DEFENSE (DOD)
Order DOD Documents from:
Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343
FAX: 215-697-1462
E-mail: pia@hq.afis.asd.mil Internet: http://www.dod.gov Obtain Military Specifications, Standards and Related Publications from:
Acquisition Streamlining and Standardization Information System
(ASSIST)
Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/; account registration required Obtain Unified Facilities Criteria (UFC) from:
Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, CD 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet: http://www.wbdg.org/references/docs_refs.php
U. S. GREEN BUILDING COUNCIL (USGBC)
2101 L St NW, Suite 500 Washington, D.C. 20037 Fax: 202-828-5110 E-mail: info@usgbc.org Internet: http://www.usgbc.org
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
General Services Administration 1800 F Street, NW Washington, DC 20405 Ph: 202-501-0800 Internet: www.GSA.gov Obtain documents from:
Acquisition Streamlining and Standardization Information System
(ASSIST)
Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D
SECTION 01 42 00 Page 5
700 Robbins Avenue Philadelphia, PA 19111-5094 Ph:…
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