Attachment_1.1-_Specificaitons_Necocli.pdf

RETROFIT-OPERATIONAL CENTER FITOUT, 11 CITIES FOR CNP RETROFITNECOCLI

NECOCLI, COLOMBIA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 52 16 LIGHTWEIGHT CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 23 00 PLASTERING

09 29 00 GYPSUM BOARD

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 93 00 SITE FURNISHINGS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

PROJECT TABLE OF CONTENTS Page 1

26 12 19.00 40 PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM CATEGORY 6A

27 21 29 DATA COMMUNICATIONS SWITCHES

27 22 19 DATA COMMUNICATIONS SERVERS

27 22 23 DATA COMMUNICATIONS DESKTOPS

27 41 16 INTEGRATED AUDIO-VIDEO SYSTEMS AND EQUIPMENT

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 00.00 20 ELECTRONIC SECURITY SYSTEMS (ESS)

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

RETROFIT-OPERATIONAL CENTER FITOUT, 11 CITIES FOR C NP RETROFITNECOCLI

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals; sub mittals having a "FIO" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDUR ES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Offic er:

Submittal Register Performance Bond:

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

Payment Bond:

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

Liability Bond submitted after the contract is signed and prior to the notice to proceed in a sum equal to 30% of the value of the c ontract, and valid for the duration of the contract and a furthe r two months covering contractual and Third Party Civil Liabilit y, Stability Bond Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for thr ee years from the date of the handover of the work/ substantial c ompletion.

Elements Quality Bond 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 compl etion.

Correct Equipment Functioning Bond 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 compl etion Project Schedule Gant Chart detailing activities, durtation and date s 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 fac ilties including but not limited to camps, portable toilet s, materials and tools storage location,access points, temporary contractor offices, temporary utilities connections and distri bution, site enclosures and work phasing.

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

SECTION 01 11 00 Page 1

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

Field Personnel Qualifications Provide Resumes of the contractors main personnel o n site including Project Director, Electrical Engineer, Qu ality Control and any orher as requested by the Contracting Offic er.

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

The work includes upgrading the existing facilities at Necocli in order to provide a Crisis Room. Project includes the demoli tion and deconstruction of existing elements and finishes, and the renovati on of this facility including new floor, doors, ceiling, LED lighting a nd furniture; and the construction of a storage and equipment rooms.

Project also includes the supply of security (CCTV system), comms (voice & data), electrical and HVAC systems, including the s upply of an UPS and all the necessary components for a fully working facili ty as well as any incidental related work.

1.2.2 Location

The work shall be located at the Comando de Region # 6 facility in the Necocli, Colombia. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrang e with the Contracting Officer a sequence of procedure, means of access, s pace for storage of materials and equipment, and use of approaches, cor ridors, and stairways.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existin g 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 wo rk which remain.

b. Repair or replace portions of existing work whi ch have been altered during construction operations to match exi sting or adjoining work, as approved by the Contracting Offi cer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before n ew work started.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be s alvaged shall remain the

SECTION 01 11 00 Page 2 property of the Government or Final user as applica ble.

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

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's syst em 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. Salva ged Items shall be inventoried and delivered to final user this handov er shall be documented in writting and signed by the contractor and the fi nal user.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Activity Regulations

Ensure that Contractor personnel employed on the Ac tivity become familiar with and obey Activity regulations including safety , fire, traffic and security regulations. Keep within the limits of th e work and avenues of ingress and egress. Wear hard hats in designated a reas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identificatio n.

1.1.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contract or and subcontractors including addresses and telephone numbers for use i n the event of an emergency. As changes occur and additional informa tion becomes available, correct and change the information contained in pre vious lists.

1.1.1.2 Identification Badges and Installation Access

Application for and use of badges will be as direct ed.

1.1.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect th e contract price or time of completion.

1.1.1.4 No Smoking Policy

Smoking is prohibited within and outside of all bui ldings on installation, except in designated smoking areas. This applies t o existing buildings, buildings under construction and buildings under re novation. Discarding tobacco materials other than into designated tobacc o receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.1.2 Working Hours

Regular working hours must consist of an 7:00 a.m. and 6:00 p.m., Monday through Friday, and 7 a.m. to 12 p.m. on Saturday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Telemat ic's Group approval with enough time in order to allow arrangements to be ma de by the Group and OPAIN.

1.1.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after n ormal working hours or on Saturdays, Sundays, and Government holidays. Co nform to procedures

SECTION 01 14 00 Page 1 required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, exc ept for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm se wer, telephone service, electric service, air conditioning, heating, fire a larm, are considered utility cutovers pursuant to the paragra ph WORK OUTSIDE

REGULAR HOURS.

1.2 SECURITY REQUIREMENTS

1.2.1 Entrance

a. Documents for entry clearance staff:

Photocopy of the certificate of citizenship extende d to 150 Photocopy disciplinary Background of the prosecutor 's office and police.

One (1) 3x4 photo without hat, blue background Residential address, personal telephone and a famil y.

Two (2) family references Two (2) personal references Certified to work at heights All information will be subject to verification

b. Documentation required for vehicles:

Ownership card photocopy Photocopy current SOAT Technical photocopy mechanical force Photocopy of identity card driver.

OPAIN may require other documents when raising the request.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 2

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS DOCUMENTATION

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 Sche duling 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 speci fication 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 . S ubmit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDUR ES:

SD-01 Preconstruction Submittals

Construction schedule

1.3 ACCEPTANCE

Prior to the start of work, prepare and submit to t he Contracting Officer for acceptance a construction schedule in the form of a Bar Chart in accordance with the terms in Contract Clause "FAR 5 2.236-15, 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 1

1.4 SCHEDULE FORMAT

1.4.1 Bar Chart Schedule

The Bar Chart shall show submittals, government rev iew periods, material/equipment delivery, utility outages, on-si te 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 kep t current, reflecting actual activity progress and plan for completing th e remaining work. Submit copies of purchase orders and confirmation of deliv ery dates as directed.

1.6 3-WEEK LOOK AHEAD SCHEDULE

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

Additionally, include upcoming outages, closures, p reparatory meetings, and initial meetings. Identify critical path activitie s on the Three-Week Look Ahead Schedule. The detail work plans are to be ba r chart type schedules, maintained separately from the Construction Schedul e 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 ass ign crews, tools and equipment required to complete the work. Three har d copies and one electronic file of the 3-Week Look Ahead Schedule s hall be delivered to the Contracting Officer no later than 8 a.m. each Monda y and reviewed during the weekly CQC Coordination Meeting..

1.7 CORRESPONDENCE AND TEST REPORTS:

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

PART 2 PRODUCTS

ORACLE Contract Manager and ORACLE Primavera P6.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in a ddition to those specified when deemed necessary to adequately descr ibe the work covered in the respective sections.

Units of weights and measures used on all submittal s 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 requireme nts.

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 id entified. Include within submittals items such as: Contractor's, man ufacturer's, or fabricator's drawings; descriptive literature inclu ding (but not limited

to) catalog cuts, diagrams, operating charts or cur ves; test reports; test cylinders; samples; O&M manuals (including parts li st); 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 cov ered thereby. Pick up and dispose of samples not incorporated into the wo rk in accordance with manufacturer's Material Safety Data Sheets (MSDS) a nd 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 pr ovided as "Appendix A - Submittal Register".

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the techni cal 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 constructi on on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent in formation regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

SECTION 01 33 00 Page 1

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 prepa red to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fa bricator 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, p erformance charts, instructions and brochures illustrating size, physi cal appearance and other characteristics of materials, systems or equi pment for some portion of the work.

Samples of warranty language when the contract requ ires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of mat erials, equipment or workmanship that illustrate functional and aestheti c characteristics of a material or product and establish standards by wh ich 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 ap proving colors for the project.

Field samples and mock-ups constructed on the proje ct site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to b e incorporated into the project and those which will be removed at conc lusion of the work.

SECTION 01 33 00 Page 2

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing lab oratory that a material, product or system identical to the materi al, product or system to be provided has been tested in accord wit h specified requirements. Unless specified in another section, testing must have been within three years of date of contract award f or the project.

Report which includes findings of a test required t o 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 procedur e.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, s ystem or material attesting that the product, system, or material mee ts specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufactur er, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a por tion of the work by documenting procedures, acceptability of methods, o r personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a pr oduct, system or material, including special notices and (MSDS)conce rning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actio ns taken by manufacturer's representative at the job site, in t he vicinity of the

SECTION 01 33 00 Page 3 job site, or on a sample taken from the job site, o n a portion of the work, during or after installation, to confirm comp liance with manufacturer's standards or instructions. The docu mentation must be signed by an authorized official of a testing labor atory or agency and state the test results; and indicate whether the ma terial, 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 neede d by operating and maintenance personnel for the safe and efficient op eration, maintenance and repair of the item.

This data is intended to be incorporated in an oper ations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical o r administrative requirements or to establish an administrative mech anism.

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

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

1.2.2 Approving Authority

Office or designated person authorized to approve s ubmittal.

1.2.3 Work

As used in this section, on- and off-site construct ion required by contract documents, including labor necessary to produce sub mittals , 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 inf ormation only. When used, a designation following the "G" designation i dentifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

SECTION 01 33 00 Page 4

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Government approval is required for extensions of d esign, critical materials, deviations, equipment whose compatibilit y with the entire system must be checked, and other items as designated by t he 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 SPECIFICATI ONS AND DRAWINGS FOR CONSTRUCTION, they are considered to b e "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will b e for information only.

For Design-build construction all submittals not re quiring Designer of Record or Government approval will be for informati on only. They are not considered to be "shop drawings" within the terms o f the Contract Clause referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form in Appendi x B ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse sid e of the form. These forms will be furnished to the Contractor. Properl y complete this form by filling out all the heading blank spaces and identi fying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the con tract drawings pertinent to the data submitted for each item.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit six copies of submittals of shop drawings re quiring review and approval only by QC organization and seven copies o f shop drawings requiring review and approval by Contracting Office r.

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Ma nufacturer's Instructions

Submit in compliance with quantity requirements spe cified for shop drawings.

1.6.3 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples show ing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be ret urned to Contractor.

b. Submit one sample panel or provide one sample i nstallation where directed. Include components listed in technical s ection or as directed.

c. Submit one sample installation, where directed.

SECTION 01 33 00 Page 5

d. Submit one sample of non-solid materials.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not b e returned. Approval of the Contracting Officer is not required on informat ion only submittals.

The Government reserves the right to require the Co ntractor to resubmit any item found not to comply with the contract. This d oes not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contractin g Officer from requiring removal and replacement of nonconforming material i ncorporated in the work;

and does not relieve the Contractor of the requirem ent to furnish samples for testing by the Government laboratory or for che ck testing by the Government in those instances where the technical s pecifications so prescribe.

1.8 SUBMITTAL REGISTER AND DATABASE

Prepare and maintain submittal register, as the wor k progresses. Use electronic submittal register program furnished by the Government or any other format. Do not change data which is output in columns (c) , (d), (e), and (f) as delivered by Government; retain data whi ch is output in columns (a), (g), (h), and (i) as approved. A submittal re gister showing items of equipment and materials for which submittals are re quired by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required .

Column (c): Lists specification section in which s ubmittal is required.

Column (d): Lists each submittal description (SD N o. and type, e.g. SD-02 Shop Drawings) required in each specific ation section.

Column (e): Lists one principal paragraph in speci fication 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 submitta ls by maintaining a complete list, including completion of all data col umns, including dates on which submittals are received and returned by the G overnment.

1.8.1 Use of Submittal Register

Submit submittal register as an electronic database, using submittals management program furnished to Contractor . Submit with QC plan and project schedule. Verify that all submittals requi red for project are listed and add missing submittals.

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal thr oughout 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 Q C.

SECTION 01 33 00 Page 6

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields.

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.

1.8.4 Action Codes

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

1.8.4.1 Government Review Action Codes

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Com pleted"

"C" - "Approved, except as noted on drawings; resub mission required"; "Resubmit"

"D" - "Returned by separate correspondence"; "Compl eted"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply with c ontract requirements"; "Resubmit"

1.8.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by C ontractor to Government with each invoice request. Deliver in electronic format, unless a paper copy is requested by Contracting Officer.

1.9 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submis sion, after consulting with the DOR, will help ensure functional and quali ty requirements are met

SECTION 01 33 00 Page 7 and minimize rejections and re-submittals. When co ntemplating 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 req uirements in transmittal letters. Failure to point out deviations may resul t in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.9.2 Proposing Variations

When proposing variation, deliver written request t o the Contracting Officer, with documentation of the nature and featu res of the variation and why the variation is desirable and beneficial to Go vernment, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In additi on to documentation required for variation, include the submittals requ ired for the item.

Clearly mark the proposed variation in all document ation.

Check the column "variation" of ENG Form 4025 for s ubmittals which include proposed deviations requested by the Contractor. S et forth in writing the reason for any deviations and annotate such deviati ons on the submittal.

The Government reserves the right to rescind inadve rtent approval of submittals containing unnoted deviations.

1.9.3 Warranting that Variations are Compatible

When delivering a variation for approval, Contracto r, 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.

1.10 SCHEDULING

Schedule and submit concurrently submittals coverin g component items forming a system or items that are interrelated. I nclude certifications to be submitted with the pertinent drawings at the sam e time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing an d processing of submittals with performance of work so that work wi ll not be delayed by submittal processing. Allow for potential resubmit tal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does no t pertain to the contract work, the Contractor is to include the sub mittal in the register and annotate it "N/A" with a brief explana tion. Approval by the Contracting Officer does not relieve the Contra ctor of supplying submittals required by the contract documents but w hich 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 t he register have been fully approved, no further re-submittal is req uired.

d. Carefully control procurement operations to ens ure that each individual submittal is made on or before the Contractor sched uled submittal date shown on the approved "Submittal Register."

SECTION 01 33 00 Page 8

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, th e Government will:

a. Note date on which submittal was received from QC Manager .

b. Review submittals for approval within schedulin g period specified and only for conformance with project design concepts a nd compliance with contract documents.

c. Identify returned submittals with one of the ac tions defined in paragraph REVIEW NOTATIONS and with markings approp riate for action indicated.

Upon completion of review of submittals requiring G overnment approval, stamp and date submittals. 2 copies of the submitt al will be retained by the Contracting Officer and 1 copy of the submittal will be returned to the Contractor. If the Government performs a conformance review o f other Designer of Record approved submittals, the submitt als will be so identified and returned, as described above.

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" auth orize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" or "appro ved, 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 "disapprove d," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. R esubmit with appropriate changes. No work shall proceed for thi s 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 Contract or, or is not complete. A submittal marked "not reviewed" will b e returned with an explanation of the reason it is not reviewed. Resu bmit submittals returned for lack of review by Contractor or for be ing incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Office r. If the Contractor considers any correction or notation on the returne d submittals to constitute a change to the contract drawings or spe cifications; notice as required under the FAR 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 wo rk. Failure to point out deviations may result in the Government requiri ng rejection and removal of such work at the Contractor's expense.

SECTION 01 33 00 Page 9

If changes are necessary to submittals, make such r evisions 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/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only t hat the general method of construction, materials, detailing and other inf ormation are satisfactory. design, general method of construction, materials, detailing and other information appear to meet the Solicitati on and Accepted Proposal.

Approval or acceptance will not relieve the Contrac tor of the responsibility for any error which may exist, as th e Contractor under the Contractor Quality Control (CQC) requirements of th is contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work design, dimensions, all design extensions, such as the design of adequate c onnections and details, etc., 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 mate rials 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 characteristic s or use named in such approval and is not be construed to change or modif y any contract requirements. Before submitting samples, the Contr actor to assure that the materials or equipment will be available in quantit ies required in the project. No change or substitution will be permitt ed after a sample has been approved.

Match the approved samples for materials and equipm ent incorporated in the work. If requested, approved samples, including th ose which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved w ill also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified test s will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Governmen t reserves the right to disapprove any material or equipment which previous ly 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 t o meet contract requirements.

Approval of the Contractor's samples by the Contrac ting Officer does not relieve the Contractor of his responsibilities unde r the contract.

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PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 11

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

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.

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 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 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

SECTION 01 42 00 Page 1

Internet: http://www.ashrae.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

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 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

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

CALIFORNIA ENERGY COMMISSION (CEC)

Media and Public Communications Office 1516 Ninth Street, MS-29 Sacramento, CA 95814-5512 Ph: 916-654-5106 E-mail: appliances@energy.ca.gov Internet: http://www.energy.ca.gov/

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/

ELECTRONIC COMPONENTS INDUSTRY ASSOCIATION (ECIA)

2214 Rock Hill Rd., Suite 170 Herndon, VA 20170

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Ph: 571-323-0294 Fax: 571-323-0245 E-mail: emikoski@ecaus.org Internet: http://www.ecianow.org/

FM GLOBAL (FM)

270 Central Avenue 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

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

ILLUMINATING ENGINEERING SOCIETY (IES)

120 Wall Street, 17th Floor New York, NY 10005-4001 Ph: 212-248-5000 Fax: 212-248-5018 E-mail: IES@IES.org Internet: http://www.IES.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

INSULATING GLASS MANUFACTURERS ALLIANCE (IGMA)

27 N. Wacker Dr. Suite 365 Chicago, IL 60606-2800 Ph: 613-233-1510 Fax: 613-482-9436 E-mail: enquiries@igmaonline.org Internet: http://www.igmaonline.org

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INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

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

MIDWEST INSULATION CONTRACTORS ASSOCIATION (MICA)

16712 Elm Circle Omaha, NE 68130 Ph: 800-747-6422 Fax: 402-330-9702 Internet: http://www.micainsulation.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 FIRE PROTECTION ASSOCIATION (NFPA)

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

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

40 24th Street, 6th Floor Pittsburgh, PA 15222 Ph: 412-281-2331 Fax: 412-281-9992 E-mail: info@sspc.org Internet: http://www.sspc.org

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STEEL DOOR INSTITUTE (SDI/DOOR)

30200 Detroit Road Westlake, OH 44145 Ph: 440-899-0010 Fax: 440-892-1404 E-mail: info@steeldoor.org Internet: http://www.steeldoor.org

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

1320 N. Courthouse Rd., Suite 200 Arlington, VA 22201 Ph: 703-907-7700 Fax: 703-907-7727 Internet: http://www.tiaonline.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ccb/browse_cat.php?c=68 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.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

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: customerservice@ntis.gov Internet: http://www.ntis.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

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U.S. FEDERAL COMMUNICATIONS COMMISSION (FCC)

445 12th Street SW Washington, DC 20554 Ph: 888-225-5322

TTY: 888-835-5322

Fax: 866-418-0232 Internet: http://www.fcc.gov Order Publications From:

Superintendent of Documents U.S. Government Printing Office (GPO) 710 North Capitol Street, NW Washington, DC 20401-0001 Ph: 202-512-1800 Fax: 866-418-0232 E-mail: gpoweb@gpo.gov Internet: http://www.gpoaccess.gov/

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

General Services Administration 1275 First St. NE Washington, DC 20417 Ph: 202-501-1231 Internet: http://www.gsaelibrary.gsa.gov/ElibMain/home.do Obtain documents from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Internet: https://assist.dla.mil/online/start/; account registration required

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Fax: 301-837-0483 Internet: http://www.archives.gov Order documents from:

Superintendent of Documents U.S.Government Printing Office (GPO) 710 North Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 Fax: 202-512-2104 E-mail: contactcenter@gpo.gov Internet: http://www.gpoaccess.gov

UNDERWRITERS LABORATORIES (UL)

2600 N.W. Lake Road Camas, WA 98607-8542 Ph: 877-854-3577 E-mail: CEC.us@us.ul.com Internet: http://www.ul.com/ UL Directories available through IHS at http://www.ihs.com

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this s pecification to the extent referenced. The publications are referred t o within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

1.2 SUBMITTALS

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

SD-01 Preconstruction Submittals

Construction Site Plan; G

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan show ing the locations and dimensions of temporary facilities (including layou ts and details, equipment and material storage area (onsite and off site), and access and haul routes, avenues of ingress/egress to the fence d area and details of the fence installation. Identify any areas which m ay have to be graveled to prevent the tracking of mud. Indicate if the us e of a supplemental or other staging area is desired. Show locations of sa fety and construction fences, site trailers, construction entrances, tras h dumpsters, temporary sanitary facilities, and worker parking areas.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a weath erproof glass-covered bulletin board not less than 915 by 1220 mm in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer.

SECTION 01 50 00 Page 1

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are as indicated.

Erect signs within 15 days after receipt of the not ice to proceed. Correct the data required by the safety sign daily, with li ght colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for prope r prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Provide necessary lighting, signs, barricades, and distinct ive markings for the safe movement of traffic. The method of dust contr ol, although optional, must be adequate to ensure safe operation at all ti mes. Location, grade, width, and alignment of construction and hauling ro ads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul ro ad and work areas during any night work operations.

2.2.2…