J-3-1_Specifications_Man_Erad_Base_Caucasia.pdf

MANUAL ERRADICATION LODGING AND ADMIN BUILDING 19AQMM18R0048

Caucasia, Colombia

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 16 ALUMINUM DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 87 23.13 SAFETY FILMS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 24 23 STUCCO

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

PROJECT TABLE OF CONTENTS Page 1

DEPARTMENT OF STATE - INL

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 36 00 COUNTERTOPS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

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 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 13 POWER MONITORING SYSTEM

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 33 53.00 20 UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 41 00.00 40 LIGHTNING PROTECTION SYSTEM

26 51 00 LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

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32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL AND TELECOMUNICATIONS DISTRIBUTION

-- 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 SUBMITTALS

Government approval is required for submittals; submittals having a "FIO" designation are for information only. 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:

Submittal Register Performance insurance (Poliza de Cumplimiento):

Submitted after the contractor is signed and prior to the notice to proceed in a sum equal to 30% of the value of the contract and valid for the duration of the contract and a further two months.

Payment insurance (Poliza de Pagos de Salarios y Prestaciones Sociales:

Submitted after the contract is signed and prior to the notice to proceed in a sum equal to 20% of the value of the contract, and valid for the duration of the contract and a further three years for the salaries and social benefits of the workers.

Liability insurance (Poliza de Responsabilidad Civil Extracontractual):

submitted after the contract is signed and prior to the notice to proceed in a sum equal to 30% of the value of the contract, and valid for the duration of the contract and a further two months covering contractual and Third Party Civil Liability, Stability insurance (Poliza de Estabilidad):

Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for three years from the date of the handover of the work/ substantial completion.

Elements Quality insurance (Poliza de Calidad de Elementos):

Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for one year from the date of the handover of the work/ substantial completion.

Correct Equipment Functioning insurance (Poliza de Correcto funcionamiento de los Equipos):

Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for one year from the date of the handover of the work/ substantial completion Project Schedule Gant Chart detailing activities, durtation and dates in wich the projet will be performed a digital copy shall also be provided in microsoft project format.

Temporary Facilities Drawing depecting the location of all temporary facilties including but not limited to camps, portable toilets, materials and tools storage location,access points, temporary contractor offices, temporary utilities connections and distribution, site enclosures and work phasing.

SECTION 01 11 00 Page 4

Personnel List List of all the personnel that wil work on site, this list shall also be sent to the final user for security clerance purposes.

Coordinate additional requirements of the list such as ID number with final User.

Field Personnel Qualifications Provide Resumes of the contractors main personnel on site including Project Director, Electrical Engineer, Quality Control and any orher as requested by the Contracting Officer.

Health and Safety Plan Quality Control (QC) Plan List of Proposed Subcontractors List of Proposed Products

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project entails the construction of three (3) buildings for the Colombian National Police (CNP) Facilities in Finca Paraguay, Caucasia (Antioquia) Colombia to support the INL Manual Eradication program. The construction shall include the use of quality materials that are capable of withstanding tropical rainy climate.

The project is comprised of 3 buildings: two (2) lodging buildings and one

(1) office and service building. The buildings have a length of 18.45 m, a width of 14.05 m, and total height of 3.00 m above finish floor; the structural system chosen for this building corresponds to reinforced masonry wall. The lightweight roof system is supported by purlins which are supported over concrete beam, supported over reinforced masonry wall. The foundation of the building consists in concrete cyclopean and footings.

Also this facility shall have electrical, hydraulic and sewage utilities and internal installations, doors, door hardware, air conditioning, sanitary fittings, underground water tank, generator and finishes as indicated in the attached drawings. The building shall comply with the current standards of the Colombian Seismic Resistance Code (NSR Standard, 10).

The contractor shall be responsible for transportation, meals and lodging of the construction team on the work site (away from the project site), or as arranged with the CNP personnel. The contractor shall have a representative at the work site to receive materials, which shall be responsible for unloading materials and transporting it to the actual work site.

The place where the buildings shall be located at the proposed location is shown on the drawings. Designs and dimensions likewise are shown on the attached drawings.

The contractor(s) shall, at their own expense, obtain all necessary permits and licenses required by law in connection with the performance of this contract.

1.2.2 Location

The work shall be located at the Colombian National Police Finca Paraguay DIRAN CNP Facilities located in the city of Caucasia, Antioquia, Colombia.

It is located at the northwest part of the country in the Atlantic Coast

SECTION 01 11 00 Page 5 region, 7°59?N 75°12?W. It is located 693 Km from Bogota, capital city of Colombia, and can be accessed through commercial flights and by road. The elevation 150 m. (477 ft.) above sea level and the weather is dry. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

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.

1.4 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.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government or Final user as applicable.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the designated storage area located within or outside the facility of the construction site.

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. Salvaged Items shall be inventoried and delivered to final user this handover shall be documented in writting and signed by the contractor and the final user.

-- End of Section --

SECTION 01 11 00 Page 6

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS DOCUMENTATION

04/01

PART 1 GENERAL

1.1 SOFTWARE PLATAFORM

The contractor shall obtain licenses to access the INL project management plataform that consist of two modules, the Contract Manager module for documentation management and the P6 module for Scheduling Management. The Contractor can obtain these licenses by contacting the service provider and obtaining licencing from:

COLOMBEIA:

Teléfono: (+57 1) 7432031 Bogota, Colombia

It shall be the contractor responsability to update and maintain all project information in the system as per this specification adn COR isntrucctions including but not limited to:

Drawings Specifications Quality Assurance DOcuments Communications Daily and Weekly Reports Stakeholders Contact Information Base and Revised Schedules Submittal Register Activity Progress Issues and RFIs Bonding Progress Payments CloseOut Documentation Other Information as Requested by the COR

1.2 SUBMITTALS

Government approval is required for submittals . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction schedule Submittal Register

1.3 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract. Acceptance of an error free Baseline Schedule and updates is a condition precedent to processing the Contractor's pay request.

SECTION 01 32 16.00 20 Page 7

1.4 SCHEDULE FORMAT

1.4.1 Bar Chart Schedule

The Bar Chart shall show submittals, government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart shall be time scaled, cost loaded and generated using the project management plataform.

1.5 UPDATED SCHEDULES

Update the Construction schedule at daily intervals or when the schedule has been revised. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed.

1.6 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule. The work plans shall be keyed to activity numbers .

Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8 ½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 8 a.m. each Monday and reviewed during the weekly CQC Coordination Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

ORACLE Contract Manager and ORACLE Primavera P6.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 8

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

Submittals will be deivered and responded through the INL management platform, described in Section 01 32 16,00 Section 1.1.

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.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register."

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

issuance of contract notice to proceed.or commencing work on site.or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SECTION 01 33 00 Page 9

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

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

SECTION 01 33 00 Page 10 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. Unless specified in another section, 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 document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (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

SECTION 01 33 00 Page 11 job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data 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.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

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.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REQUIREMENTS. Submit the following in accordance with this section.

SECTION 01 33 00 Page 12

SD-01 Preconstruction Submittals

Submittal Register

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Sustainability Submittals (S)

Submittals for Guiding Principle Validation (GPV) or Third Party Certification (TPC) are indicated with an "S" designation. Submit the information required by the technical sections that demonstrates compliance with the sustainable requirement, and for inclusion in the Sustainability Notebook as required by Section 01 33 29 SUSTAINABILITY REQUIREMENTS. If the submittal is also provided under another another SD, provide a separate submittal under SD-11 that only provides that portion of the submittal that demonstrates compliance with the sustainable requirement. Schedule submittals for these items throughout the course of construction as provided; do not wait until closeout.

1.5 PREPARATION

1.5.1 Transmittal Form

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit three(3) copies of submittals of shop drawings requiring review and approval only by QC organization and two(2) copies 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 [2] samples, or two [2] 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.

e. Color Selection Samples: Where samples are specified for selection of

SECTION 01 33 00 Page 13 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.

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.

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[3] 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.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. 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 in electronic format 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.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on

SECTION 01 33 00 Page 14 which submittals are received and returned by the Government.

1.7.1 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.

1.7.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 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.

1.7.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

SECTION 01 33 00 Page 15

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 ten [10] working days will be allowed for consideration by the Government of submittals with variations.

1.9 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. An additional seven calendar days will be allowed and shown on the register for review and approval of submittals for refrigeration and HVAC control systems.

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

SECTION 01 33 00 Page 16 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."

g. Period of review for each resubmittal is the same as for initial submittal.

At the Preconstruction conference, 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.

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).

1.10 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 submittals. The submittals will remain in the INL project management platform.The printed copies of the submittals, will be delivered by the contractor as part of the final report.

1.10.1 Review Notations

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.

SECTION 01 33 00 Page 17

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.

1.11 DISAPPROVED OR REJECTED 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, 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.

1.12 APPROVED/ACCEPTED 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 and appear to meet the Solicitation and Accepted Proposal.

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.

1.13 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

SECTION 01 33 00 Page 18 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 19

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

11/14

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.

ACOUSTICAL SOCIETY OF AMERICA (ASA)

1305 Walt Whitman Road, Suite 300 Melville, NY 11747-4300 Ph: 516-576-2360 Fax: 631-923-2875 E-mail: asa@aip.org Internet: http://asa.aip.org

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

30 West University Drive Arlington Heights, IL 60004-1893 Ph: 847-394-0150 Fax: 847-253-0088 E-mail: amca@amca.org Internet: http://www.amca.org

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

2111 Wilson Blvd, Suite 500 Arlington, VA 22201 Ph: 703-524-8800 Fax: 703-562-1942 E-mail: AHRI@AHRI_connect Internet: http://www.ahrinet.org

ALUMINUM ASSOCIATION (AA)

National Headquarters 1525 Wilson Boulevard, Suite 600 Arlington, VA 22209 Ph: 703-358-2960

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E-Mail: info@aluminum.org Internet: http://www.aluminum.org

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

1827 Walden Office Square, Suite 550 Schaumburg, IL 60173-4268 Ph: 847-303-5664 Fax: 847-303-5774 E-mail: customerservice@aamanet.org Internet: http://www.aamanet.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 INSTITUTE INTERNATIONAL (ACI)

38800 Country Club Drive Farmington Hills, MI 48331-3439 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)

1330 Kemper Meadow Drive Cincinnati, OH 45240 Ph: 513-742-2020 or 513-742-6163 Fax: 513-742-3355 E-mail: mail@acgih.org Internet: http://www.acgih.org

AMERICAN FOREST & PAPER ASSOCIATION (AF&PA)

American Wood Council ATTN: Publications Department 1111 Nineteenth Street NW, Suite 800 Washington, DC 20036 Ph: 800-890-7732 or 202-463-2766 Fax: 202-463-2791 E-mail: awcpubs@afandpa.org Internet: http://www.awc.org/

AMERICAN HARDBOARD ASSOCIATION (AHA)

1210 West Northwest Highway Palatine, IL 60067 Ph: 847-934-8800 Fax: 847-934-8803 E-mail: aha@hardboard.org Internet: http://domensino.com/AHA/

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

One East Wacker Drive, Suite 700 Chicago, IL 60601-1802 Ph: 312-670-2400 Fax: 312-670-5403

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Bookstore: 800-644-2400 E-mail: aisc@ware-pak.com Internet: http://www.aisc.org

AMERICAN IRON AND STEEL INSTITUTE (AISI)

25 Massachusetts Avenue, NW Suite 800 Washington, DC 20001 Ph: 202-452-7100 Internet: http://www.steel.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 NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: storemanager@ansi.org Internet: http://www.ansi.org/

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION

(AREMA)

4501 Forbes Blvd., Suite 130 Lanham, MD 20706 Ph: 301-459-3200 Fax: 301-459-8077 E-mail: bcaruso@arema.org Internet: http://www.arema.org

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

P.O. Box 28518 1711 Arlingate Lane Columbus, OH 43228-0518 Ph: 800-222-2768; 614-274-6003 Fax: 614-274-6899 E-mail: tjones@asnt.org Internet: http://www.asnt.org

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191 Ph: 703-295-6300; 800-548-2723 E-mail: member@asce.org Internet: http://www.asce.org

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329 Ph: 800-527-4723 or 404-636-8400 Fax: 404-321-5478 E-mail: ashrae@ashrae.org Internet: http://www.ashrae.org

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AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street Des Plaines, IL 60018 Ph: 847-699-2929 Internet: http://www.asse.org

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

18927 Hickory Creek Drive, Suite 220 Mokena, IL 60448 Ph: 708-995-3019 Fax: 708-479-6139 E-mail: staffengineer@asse-plumbing.org Internet: http://www.asse-plumbing.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 West Quincy Avenue Denver, CO 80235-3098 Ph: 303-794-7711 E-mail: distribution@awwa.org Internet: http://www.awwa.org

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@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 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 Internet: http://www.apawood.org

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

46179 Westlake Drive, Suite 120 Potomac Falls, VA 20165 Ph: 571-323-3636 Fax: 571-323-3630 E-mail: info@awinet.org Internet: http://www.awinet.org

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org

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Internet: http://www.asme.org

ASSOCIATION OF EDISON ILLUMINATING COMPANIES (AEIC)

600 North 18th Street P.O. Box 2641 Birmingham, AL 35291-0992 Ph: 205-257-3839 E-Mail: aeicdir@bellsouth.net Internet: http://www.aeic.org

ASSOCIATION OF HOME APPLIANCE MANUFACTURERS (AHAM)

1111 19th Street NW, Suite 402 Washington, DC 20036 Ph: 202-872-5955 E-mail: info@aham.org Internet: http://www.aham.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

355 Lexington Avenue, 15th Floor New York, NY 10017 Ph: 212-297-2122 Fax: 212-370-9047 Internet: http://www.buildershardware.com

CAST IRON SOIL PIPE INSTITUTE (CISPI)

3008 Preston Station Drive Hixson, TN 37343 Ph: 423-842-2122 Internet: http://www.cispi.org

COMPOSITE PANEL ASSOCIATION (CPA)

19465 Deerfield Avenue, Suite 306 Leesburg, VA 20176 Ph: 703-724-1128 Fax: 703-724-1588 Internet: http://www.compositepanel.org/

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

933 North Plum Grove Road Schaumburg, IL 60173-4758 Ph: 847-517-1200 Fax: 847-517-1206 Internet: http://www.crsi.org/

COPPER DEVELOPMENT ASSOCIATION (CDA)

Internet: http://www.copper.org

ELECTRONIC INDUSTRIES ALLIANCE (EIA)

EIA has become part of the ELECTRONIC COMPONENTS INDUSTRY

ASSOCIATION (ECIA)

FM GLOBAL (FM)

270 Central Avenue

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P.O. Box 7500 Johnston, RI 02919-4923 Ph: 877-364-6726 Fax: 401-275-3029 E-mail: servicedesk.myrisk@fmglobal.com Internet: http://www.fmglobal.com

GLASS ASSOCIATION OF NORTH AMERICA (GANA)

800 SW Jackson St., Suite 1500 Topeka, KS 66612-1200 Ph: 785-271-0208 E-mail: gana@glasswebsite.com Internet: http://www.glasswebsite.com

GREEN SEAL (GS)

1001 Connecticut Avenue, NW Suite 827 Washington, DC 20036-5525 Ph: 202-872-6400 Fax: 202-872-4324 Internet: http://www.greenseal.org

GYPSUM ASSOCIATION (GA)

6525 Belcrest Road, Suite 480 Hyattsville, MD 20782 Ph: 301-277-8686 Fax: 301-277-8747 E-mail: info@gypsum.org Internet: http://www.gypsum.org

HARDWOOD PLYWOOD AND VENEER ASSOCIATION (HPVA)

1825 Michael Faraday Dr.

Reston, VA 20190 Ph: 703-435-2900 Fax: 703-435-2537 E-mail: hpva@hpva.org Internet: http://www.hpva.org

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

445 and 501 Hoes Lane Piscataway, NJ 08854-4141 Ph: 732-981-0060 or 800-701-4333 Fax: 732-562-9667 E-mail: onlinesupport@ieee.org Internet: http://www.ieee.org

INSULATED CABLE ENGINEERS ASSOCIATION (ICEA)

P.O. Box 1568 Carrollton, GA 30112 E-mail:

http://www.icea.net/Public_Pages/Contact/Email_Contact.html Internet: http://www.icea.net

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS

(IAPMO)

4755 E. Philadelphia St.

Ontario, CA 91761 Ph: 909-472-4100 Fax: 909-472-4150

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E-mail: iapmo@iapmo.org Internet: http://www.iapmo.org

INTERNATIONAL CODE COUNCIL (ICC)

500 New Jersey Avenue, NW 6th Floor, Washington, DC 20001 Ph: 800-786-4452 or 888-422-7233 E-mail: order@iccsafe.org Internet: www.iccsafe.org

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

3050 Old Centre Ave. Suite 102 Portage, MI 49024 Ph: 269-488-6382 Internet: http://www.netaworld.org

INTERNATIONAL ELECTROTECHNICAL COMMISSION (IEC)

3, rue de Varembe P.O. Box 131 CH-1211 Geneva 20, Switzerland Ph: 41-22-919-02-11 Fax: 41-22-919-03-00 Internet: http://www.iec.ch

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

1, ch. de la Voie-Creuse Case Postale 56 CP 56 - CH-1211 Geneva 20 Switzerland Ph: 41-22-749-01-11 Fax: 41-22-733-34-30 E-mail: central@iso.ch Internet: http://www.iso.org

IPC - ASSOCIATION CONNECTING ELECTRONICS INDUSTRIES (IPC)

3000 Lakeside Drive, 309 S Bannockburn, IL 60015 Ph: 847-615-7100 Fax: 847-615-7105 E-mail: answers@ipc.org Internet: http://www.ipc.org

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

127 Park Street, NE Vienna, VA 22180-4602 Ph: 703-281-6613 E-mail: info@mss-hq.com Internet: http://mss-hq.org/Store/index.cfm

MASTER PAINTERS INSTITUTE (MPI)

2800 Ingleton Avenue Burnaby, BC CANADA V5C 6G7 Ph: 1-888-674-8937 Fax: 1-888-211-8708 E-mail: info@paintinfo.com or techservices@mpi.net Internet: http://www.mpi.net/

SECTION 01 42 00 Page 26

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

800 Roosevelt Road, Bldg C, Suite 312 Glen Ellyn, IL 60137 Ph: 630-942-6591 Fax: 630-790-3095 E-mail: wlewis7@cox.net(Wes Lewis,technical consultant) Internet: http://www.naamm.org

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)

3 Bethesda Metro Center, Suite 1100 Bethesda, MD 20814 Ph: 301-657-3110 Fax: 301-215-4500 Internet: http://www.necanet.org/

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

1300 North 17th Street, Suite 900 Arlington, VA 22209 Ph: 703-841-3200 Internet: http://www.nema.org/

NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB)

8575 Grovemont Circle Gaithersburg, MD 20877 Ph: 301-977-3698 Fax: 301-977-9589 Internet: http://www.nebb.org

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 617-770-3000 Fax: 617-770-0700 Internet: http://www.nfpa.org

NATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA)

6830 Raleigh LaGrange Road PO Box 34518 Memphis, TN 38184 Ph: 901-377-1818 Store: 901-399-7563 Internet: http://www.nhla.org

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

100 Bureau Drive Stop 1070 Gaithersburg, MD 20899-1070 Ph: 301-975-NIST (6478) E-mail: inquiries@nist.gov Internet: http://www.nist.gov

NATIONAL ROOFING CONTRACTORS…