Final Specs.pdf

US Army Corps of Engineers New York District

TROY LOCK

LIGHTING RENOVATIONS

TROY, NEW YORK

Specifications

W912DS-09-0B-0020 100% August 2009

Lighting Renovations, Troy Lock and Dam, Troy New York

MAIN TABLE OF CONTENTS

SECTION TITLE

00010 SF 1442 AND BIDDING SCHEDULE

00015 LIST OF DRAWINGS

00600 REPRESENTATIONS AND CERTIFICATIONS

00700 CONTRACT CLAUSES

00 80 00.00 18 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00900 WAGE RATES

TECHNICAL PROVISIONS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 31 10.00 18 PROJECT SCHEDULE: BAR CHART

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 45 01 USACE QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

02 41 00 DEMOLITION

03 30 07 CONCRETE FOR MINOR STRUCTURES

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 56 00 EXTERIOR LIGHTING AND LED SIGNALS

33 71 02.00 UNDERGROUND ELECTRICAL DISTRIBUTION

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING TITLE

NO.

T-001 Title Sheet, Location Maps and General Notes E-100 Removals and Proposed Lighting Plan E-101 Location Plans, Sheet 1 E-102 Location Plans, Sheet 2 E-103 Schedules E-104 Miscellaneous Details, Sheet 1 E-105 Miscellaneous Details, Sheet 2

-- End of Document --

PROJECT IDENTIFICATION SIGN

CIVIL PROJECT

The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel in the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full corps Signature (reverse version) is to be screen printed Communications Red on the white background. The castle insignia will be furnished by the Government in pressure sensitive vinyl for affixing by the Contractor.

See attached sheet for fabrication and mounting guidelines.

SAMPLE:

Legend Group 1: One to two-line 3" 21" 3" 42" 3" description of Corps relationship 4.5"

6"to project Construction Troy Lock and Dam2" Color: white

6.25" Supervised by:

4.5"Typeface: 1.25" Helvetica Regular Maximum line length: 19"

10.5" 4.5"

6" Legend Group 2: Division or District Name (optional, Place 2.5" LIGHTING RENOVATIONS PROJECT US Army Corps below 10.5" Reverse Signature (6" of Engineers CONTRACT 1 2.25" Castle) NORTH ATLANTIC DIVISION TROY, NEW YORK

9.5"

Color: white NEW YORK DISTRICT Typeface: 1.25" Helvetica Regular Construction

Legend Group 3: One-to three-line project title legend describes the work being done 1.875 under this contract. 1.875

Color: Black Contractor: 1.875

Typeface: 3" Helvetica Bold 1.875

Maximum line length: 42" 7.75"

Legend Group 4: One-to two-line identification of project or facility 3" 21" 1" 21" 3"

(civil works) or name of sponsoring (Dimensions are in inches)department (military).

Color: Black

Sign Legend Panel Post Specification Mounting Color Typeface: 1.5" Helvetica Regular

Type Size Size Code Height Bkg/Lgd Maximum line length: 42"

CID-01 various 4' x 6' 4' x 4' HDO-3 48" WH-RD/BK

Cross-align the first of Legend Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Group 5a-b: One-to-five line identification of prime contractors including: type (architect, general contractor, etc.), corporate or firm name, city, state.

Use of Legend Group 5 is optional.

Color: Black Typeface: 1.25" Helvetica Regular Maximum line length: 21"

All typography is flush left and rag right upper and lower case with initial capitals only as shown.

Letter and word spacing to follow Corps standards as specified in

* Appendix D

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

00800 - 33

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 1

American Recovery and Reinvestment Act General Guidelines for Emblem and Logo Applications Version 1.0 03 / 20 / 09

Projects funded by the American Recovery and Reinvestment Act (ARRA) will bear a newly-designed emblem. The emblem is a symbol of President Obama’s commitment to the American People to invest their tax dollars wisely to put Americans back to work.

The purpose of this document is to provide general guidelines and specifications for using the ARRA emblem and corresponding logomark.

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 2

Variations and Usage There are two approved “marks” associated with the ARRA. To preserve the integrity of the ARRA emblem and logomark, make sure to apply them correctly. Altering, distorting or recreating the “marks” in any way weaken the power of the image and what it represents.

Layout and design of signs and communication materials will vary, so care must be taken when applying the emblem or logomark.

All projects which are funded by the ARRA should display signage that features the Primary Emblem throughout the construction phase. The signage should be displayed in a prominent location on site. Some exclusions may apply. The Primary Emblem can also be displayed on signs at events or conferences associated with the ARRA or the individual projects funded by the ARRA.

The Primary Emblem should not be displayed at a size less than 6 inches in diameter.

Primary Emblem

Horizontal Logomark

An alternate variation of the emblem exists for use in press releases and other online or offline communications. It should be used to brand the communications piece, but not in reference to the Primary Emblem usage.

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 3

Color All colors in the ARRA logos have precise color references, shown in the color specifications chart below. Always use the exact color values listed. Do not use screens or tints of any of the colors for any part of the logo. The CMYK values should be used for print applications. The RGB and HEX# values should be used for on-screen applications.

COLOR CMYK RGB HEX#

Navy 00 / 00 / 00 / 00 0 / 51 / 102 003366

Red 30 / 100 / 100 / 50 102 / 0 / 0 660000

Green 65 / 25 / 100 / 7 103 / 144 / 62 67903E

Light Blue 67 / 37 / 6 / 00 89 / 141 / 192 598DC0

Clear Space The clear space is shown as the value “X” in this exhibit. The minimum clear space must always be at least “X” on all sides of the logo. Whenever possible, increase the amount of clear space.

X = 1/2 Circle Radius

X

X

X

X

Primary Emblem

Horizontal Logomark

X = Character Height

X

X

X

X

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 4

For information regarding this document, please email:

recoveryquestions@gsa.gov

Please refer to this document as:

General Guidelines for Emblem and Logo Applications, Version 1.0

Contact Information

Lighting Renovations, Troy Lock & Dam, Troy New York

SECTION 01 12 00.00 18

DESIGN AND RECORD DRAWING REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

All RECORD DRAWINGS (or "as-builts") to be provided under this contract shall be accomplished and developed using computer-aided design and drafting (CADD) software and procedures conforming to the following criteria.

1.2 GRAPHIC FORMAT

All CADD data shall be supplied in Bentley Systems, three-dimensional, MicroStation V8, native electronic digital format (i.e., .dgn, .cel). The contractor shall ensure that all digital files and data (e.g., model files, sheet files, reference files, cell libraries) are compatible with the Government's target CADD system (i.e., basic and advanced CADD software, platform, database software), and adhere to the standards and requirements specified herein. The term "compatible" means that data can be accessed directly by the target CADD system without translation, preprocessing, or postprocessing of the electronic digital data files. It is the responsibility of the contractor to ensure this level of compatibility.

1.3 CADD STANDARDS

CADD drawings shall be prepared in accordance with the New York District CAD Standard Version 1.0, the governing subset of the Department of Defense Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard, Release 3.0. Standard drawing size shall be ANSI-D CADD drawings shall be prepared using inch-pound units.

All model files and sheet files shall include the following project code in their A/E/C CADD Standard file-name ___________.

The Contractor shall submit a written request for approval of any deviations from the Government's established A/E/C CADD standard. No deviations from the Government's established A/E/C CADD standard will be permitted unless prior written approval of such deviation has been received from the Government.

1.4 DELIVERY MEDIA AND FORMAT

All CADD data and files developed under this contract shall be delivered to the Government on electronic digital media at the pre-construction meeting or during progress meetings. The electronic digital data and files shall be provided on CD-ROM (compact disc, read only memory). Each CD-ROM shall be delivered to the Government in a separate container, commonly referred to as a "jewel box." The electronic digital media shall be in a format that can be read and processed by the Government's target CADD system.

All CADD data and files developed under this contract shall be delivered to the Government on electronic digital media at project completion, with each submittal as required in the Schedule of Work. The electronic digital data and files shall be provided on optical media (CD-ROM or DVD-R), referred to as a "disc." Each disc shall be delivered to the Government in a separate container, commonly referred to as a "jewel box." The electronic digital media shall be in a format that can be read and processed by the Government's target CADD system.

Model files, sheet files, and other associated files shall not be device-dependent, nor shall the directory structure of the disc require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files directly from the disc. The directory structure of the disc shall be configured such that a complete download of the disc's contents to an electronic folder on a Government computer's hard drive will not require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files.

A tagged portable document format (.pdf) file containing the set of full-sized plotted Sheet Files shall be also included on each disc. This .pdf set shall contain active bookmarks linking to each drawing in the set. The initial view of this set shall conform to the following settings: Layout and Magnification/Navigation Tab set to Bookmarks Panel and Page. Layout and Magnification/Page Layout set to Single Page. Layout and Magnification/Magnification set to Fit Page. (For further information on tagged .pdf documents refer to this website:

http://blogs.adobe.com/acrolaw/2006/01/understanding_t_1.html.)

Each disc shall be labeled with a printed label and each printed disc label shall contain, as a minimum, the following information:

(1) The Project's Name, Contract Number (and Delivery Order Number if applicable), date, and version and/or submission number.

(2) The name of the preparer's firm and the name and phone number of the preparer's Point-of-Contact for the project.

(3) The sequence number of the digital media for multiple-disc submittals.

(4) A description of the contents of the disc (e.g., "Architectural Plans," etc.).

Note: it is acceptable, storage permitting, to include specifications, design analyses and other data on the disc as space permits. These items shall be included in the disc label in accordance with paragraph above.

1.5 HARD COPY TRANSMITTALS

A transmittal letter shall accompany each electronic digital media submittal to the Government. The transmittal letter shall be dated and signed by the appropriate Contractor's representative. The transmittal letter shall be provided to the Government on 8-1/2-inch by 11-inch paper.

An electronic copy of the transmittal letter in .pdf format shall also be provided on the electronic digital media submitted to the Government. The transmittal letter shall contain, as a minimum, the following information:

(1) The information included on the external label of each CD-ROM, along with the total number being delivered, and a list of the names and descriptions of the files on each media unit.

(2) List of all new symbol cells created for the project, which were not provided to the Contractor with the Government-furnished materials. List of all new figures, symbols, tables, schedules, details, and other cells created for the project, which were not provided to the Contractor with the Government-furnished materials, and any associated properties. List of all database files associated with each drawing, as well as a description and documentation of the database format and schema design. Recommended modifications which will be necessary to make the data available for GIS use.

(3) Certification that all delivery media are free of known computer viruses. A statement including the name(s) and release date(s) of the virus-scanning software used to analyze the delivery media, the date the virus scan was performed, and the operator's name shall also be included with the certification. The release or version date of the virus-scanning software shall be the current version which has detected the latest known viruses at the time of delivery of the digital media.

(4) A statement indicating that the A-E will retain a copy of all delivered electronic digital media (with all files included) for at least one year and, during this period of time, will provide up to 2 additional copies of each to the Government, if requested, at no additional cost.

(5) List of any deviations from the Government's standard level scheme and file-naming conventions and a copy of the Government's signed and dated approval letter allowing these exact deviations from the New York District CAD Standard.

The Contractor shall also provide paper copies of drawings as indicated in the paragraph entitled "Record Drawings" in Section 00 80 00.0018 SPECIAL

CONTRACT REQUIREMENTS.

1.6 OWNERSHIP

The Government, for itself and such others as it deems appropriate, will have unlimited rights under this contract to all information and materials developed under this contract and furnished to the Government and documentation thereof, reports, and listings, and all other items pertaining to the work and services pursuant to this agreement including any copyright. Unlimited rights under this contract are rights to use, duplicate, or disclose text, data, drawings, and information, in whole or in part in any manner and for any purpose whatsoever without compensation to or approval from the Contractor. The Government will at all reasonable times have the right to inspect the work and will have access to and the right to make copies of the above-mentioned items. All text, electronic digital files, data, and other products generated under this contract shall become the property of the Government. By reference, the following DFAR clauses are included in this contract as a part of the requirements herein:

a. DFAR 252.227-7013, "Rights in Technical Data - Noncommercial Items."

b. DFAR 252.227-7017, "Identification and Assertion of Use, Release, or Disclosure Restrictions."

c. DFAR 252.227-7020, "Rights in Special Works."

d. DFAR 252.227-7028, "Technical Data or Computer Software Previously Delivered to the Government."

e. DFAR 252.227-7037, "Validation of Restrictive Markings on Technical Data."

f. DFAR 252.227-7025, "Limitations on the Use or Disclosure of Government-Furnished Information Marked with Restrictive Legends."

g. DFAR 252.227-7014, "Rights in Noncommercial Computer Software and Noncommercial Computer Software Documentation."

1.7 GOVERNMENT-FURNISHED MATERIALS

The New York District CAD Standard, Cover and Border sheet model files shall be downloaded from this website:

http://www.nan.usace.army.mil/business/buslinks/contract/ae/index.htm.

The A/E/C CADD Standard shall be downloaded from this website:

https://cadbim.usace.army.mil/CAD.

1.8 RETAINAGE

Failure of the contractor to provide the associated design or construction documents in compliance with the New York District CAD Standard, will result in the following retainages. The retainage shall be released following the approval of the New York District CAD Standard compliant deliverables. These retainages reflect the cost to the Government to revise and correct the design or construction documents to bring them into compliance with the New York District CAD Standard:

All electronic submittals. $2,000 retainage shall be held from the contractor if electronic submittals are not in compliance with the provisions of paragraph titled DELIVERY MEDIA AND FORMAT above.

Final CAD submittal. $25,000 retainage shall be held from the contractor if CAD deliverables are not in compliance with the New York District CAD Standard.

Record ("As-Built") CAD submittal. $35,000 retainage shall be held from the contractor if record ("as-built") CAD deliverables are not in compliance with the New York District CAD Standard.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

Lighting Renovations, Troy Lock & Dam, Troy, New York

SECTION 01 31 10.00 18

PROJECT SCHEDULE: BAR CHART

NYD EDITION 08/05

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-12 Schedules

Initial Project Schedules; G, Revised Project Schedule; G, Periodic Schedule Update; G, Progress Curve Report Format; G, Narrative report with schedule updates-Format; G, PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

Pursuant to the Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS, and Special Contract Requirements SCHEDULING AND DETERMINATION OF PROGRESS the Contractor shall prepare and submit for approval a practicable project schedule. The schedule will be submitted within fifteen (15) calender days after receipt of Notice to Proceed or as otherwise determined by the Contracting Officer.

3.1.1 BASIS FOR PAYMENT

The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.1.2 PROJECT SCHEDULE

The Project Schedule shall be in the form of a chart consisting of a series of bars graphically indicating the sequence proposed to accomplish each work feature or operation. Each bar will represent a work features, system or series of activities within the construction project. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion. Interdependence of status of activities shall be shown. Horizontal time scale shall allow identifica-tion of the first work day of each week, which shall be identified. Space between bars shall be allowed for future revisions and notations. Initial Project Schedule shall be submitted for approval within fifteen (15) calendar days after Notice to Proceed. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail. The initial schedule shall be reviewed by the Government to determine compliance with contract requirements and realistic completion of the project in the period indicated. A revised project schedule shall be submitted based on Government review, if required.

3.1.2.1 PROGRESS CURVE

With the Project Schedule the Contractor shall also submit for approval a progress curve which reflects the intended schedule for completing the work. The progress curve (S-Curve) will be plotted to reflect Cumulative Progress (Percent) based on placement along the y-axis and Time along the x-axis.

3.1.2.2 SCHEDULE AND PROGRESS CURVE UPDATE

Approved Schedule and Progress Curve will be updated monthly during the entire duration of construction. Not later than four days after the Monthly Progress Meeting the Contractor shall submit updated Project Schedule and Progress Curve. The updated versions shall include all approved contract revisions, progress of each activity to date of submission, and adjustments. Contractor shall also provide a very brief narrative report as required to indicate any problem areas, anticipated delays, impact on schedule, and corrective action.

3.1.2.3 PERIODIC PROGRESS MEETINGS

Progress meetings to discuss payment shall include on-site meetings or other regular intervals mutually agreed to at the preconstruction conference. During this meeting the Contractor will describe, on an activity by activity basis, all proposed revisions and adjustments to the project schedule required to reflect the current status of the project.

The Contracting Officer will approve activity progress, proposed revisions, and adjustments as appropriate.

SECTION 01 33 00.00 18

SUBMITTAL PROCEDURES

(CENAN-CO-CQ 09/05)

PART 1 GENERAL

1.1 SUMMARY

This section covers procedures to be used in making submittals called for in the contract documents. In contracts which contain specific "Contractor Quality Control" requirements, the Contractor's Quality Control Representative shall carry out duties associated with submittal procedures. In contract which do not contain specific CQC requirements, reference to "CQC Representative" shall be interpreted as reference to the Contractor's authorized representative, and references to "CQC Requirements" or "CQC Clauses" shall be interpreted as "requirements or clauses elsewhere in the contract."

1.2 SUBMITTAL IDENTIFICATION

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Preprinted manufacturer material describing a product, system, or material, such as catalog cuts.

SD-04 Samples

Samples, including both fabricated and un-fabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Submittals, which provide calculations, descriptions, or documentation regarding the work.

SD-06 Test Reports

Reports of inspections or tests, including analysis and interpretation of test results.

SD-07 Certificates

Statement signed by an official authorized to certify on behalf of the manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of the contract, must state the Contractor's name and address, must name the project and location, and must list the specific requirements, which are being certified.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material; including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

Daily reports from specially suppliers to the contractor that provide information, data, tests result for a product.

SD-10 Operation and Maintenance Data

Data, which forms a part of an operation and maintenance manual.

SD-11 Closeout Submittals

All data, documentations, information, and drawings to achieve contract closeout.

SD-12 Schedules

All data, documentations, information, and drawings to achieve contract closeout.

SD-13 Records

Documentation to record compliance with technical or administrative requirements.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved/Acceptance (G)

Government approval is required for all specification submittal items found in specifications having structural steel connections, extensions of design, Fire Protection/Life Safety, and Commissioning of HVAC, and other items as designated by the Contracting Officer. Government approval/acceptance (G) is also required for all submittals designated as such in the technical specifications. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." The Government will review all submittals designated as deviating from the Solicitation or Accepted

Proposal, as described below.

1.3.2 Information Only (FIO)

All Contractor submittals not requiring Government approval/acceptance will be for information only. FIO submittals are identified in the approved submittal register. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. FIO Submittals will be retained at the project site and reviewed prior to Preparatory Meetings in accordance with Section 01 45 04.00 18, CONTRACTOR QUALITY CONTROL.

1.3.3 Government Approval/Acceptance (G)

All submittals classified for Government Approval/Acceptance (G) are identified in the approved submittal register. A code following the "G" designation indicates the approving authority; codes of "RO" for Resident Office approval, "DO" for Engineering approval, and "ROPE" for Resident Office and Project Biologist approval.

1.4 APPROVED/ACCEPTANCE SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the 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 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.

1.5 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.6 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

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 shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include 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 shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER

At the end of this section is one set of listing items of equipment and materials for which submittals are required by the specifications; this list is not all inclusive and numerous additional submittals will be required, particularly in Divisions 15 and 16. Some columns have already been completed by the Government. All blank columns shall be completed by the Contractor.

For projects utilizing the QCS System (see Section 01 45 02.00 18) the Contractor will input the entire submittal register into QCS. The Government may supply the submittal register on the QCS electronic format.

In either case, the contractor will be required to process and update the submittal register in QCS, and make appropriate electronic submissions to the Government.

For projects which do not utilize the (Contractor's) QCS System, the Contractor shall complete all columns which apply to the Contractor, and submit the forms (hard copy plus associated electronic file).

In any case, the initial submittal register must be updated by the Contractor and submitted to Government for approval within 30 calendar days after Notice to Proceed (15 days if construction time is 180 days or less). In addition, the Contractor shall update the submittal register electronically, and shall submit it to the Government together with the monthly payment request.

The approved submittal register will be used to control submittals throughout the life of the contract. The submittal register and the progress schedules shall be coordinated. NOTE: The Contractor is required to add additional entries to the Submittal Register for all items requiring multiple submittals, including Formwork Shop Drawings per Lift, Concrete Reinforcement per Lift, Concrete Lift Drawings per Lift, Multiple Shop Assembly Drawings, etc. These entries should be made prior to original submission of the submittal register within 30 days of Notice to Proceed.

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 10 calendar days shall be allowed and shown on the register for review and approval of submittals for food service equipment, refrigeration and HVAC control systems, computer software for specialty systems, electrical substations, and studies including electrical system coordination studies.

3.4 TRANSMITTAL FORM (ENG FORM 4025)

The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item. If the contractor is required in another section of the specifications to utilize the Quality Control System (QCS), the contractor will be required to generate and process this form electronically using the QCS system.

3.5 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

3.5.1 Procedures

At the Quality Control Coordination meeting, or preconstruction conference, the Contractor shall ascertain the name and address of each individual, agency, or firm who is designated to normally receive items for approval, for information or samples. The contractor shall complete ENG Form 4025, entering each item requiring a separate approval action as a separate item on the form, for each transmittal. A transmittal may consist of one or more 4025 sheets. The transmittal, consisting of ENG Form 4025 plus all applicable submittals, is then sent to the appropriate individual. On critical items the Contractor is encouraged to confirm receipt via telephone. The Contractor shall submit a minimum of four copies of submittals for items requiring approval and one for items for information.

3.5.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control its procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Two copies of the submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor.

3.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

3.9 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

E

O

01 33 00.00 18 - 8

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR DATE TRANSMITTAL NO.

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

(Read instructions on the reverse side prior to initiating this form)

SECTION 1 - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO: FROM: CONTRACT NO. CHECK ONE:

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

SPECIFICATION SEC. N (Cover only one section with PROJECT TITLE AND LOCATION CHECK ONE: THIS TRANSMITTAL IS each transmittal) FOR FIO GOV'T APPROVAL

ITEM DESCRIPTION OF ITEM SUBMITTED MFG OR COTRA. NO. CONTRACT REFERENC FOR

CONTRACTOR

USE CODE

VARIATION

(See instruction

No.6)

FOR

CE

USE CODE

NO. (Type size, model number/etc.) CAT., CURVE OF DOCUMENT

DRAWINGS OR COPIES SPEC.

PARA. NO.

DRAWING

SHEET NO.

BROCHURE NO.

(See instruction no. 8)

a. b. c. d. e. f. g. h. I

REMARKS I certify that the above submitted items have been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as other wise stated.

NAME AND SIGNATURE OF CONTRACTOR

SECTION II - APPROVAL ACTION

ENCLOSURE RETURNED (List by Item No.) NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025-R, MAR 95 (ER 415-1-10) EDITION OF SEP 93 IS OBSOLE SHEET --- OF --- (Proponent: CEMP-CE)

INSTRUCTIONS

01 33 00.00 18 - 9

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each transmittal shall be numbered consecutively in the space provided for "Transmittal No.". This number, in addition to the contract number, will form a serial number for identifying each submittal. For new submittals or resubmittals mark the appropriate box; on resubmittals, insert transmittal number of last submission as well as the new submittal number.

3. The "Item No." will be the same "Item No." as indicated on ENG FORM 4288-R for each entry on this form.

4. Submittals requiring expeditious handling will be submitted on a separate form.

5. Separate transmittal form will be used for submittal under separate sections of the specifications.

6. A check shall be placed in the "Variation" column when a submittal is not in accordance with the plans and specifications--also, a written statement to that effort shall be included in the space provided for "Remarks".

7. Form is self-transmittal, letter of transmittal is not required.

8. When a sample of material or Manufacturer's Certificate of Compliance is transmitted, indicate "Sample" or "Certificate" in column c, Section I.

9. U.S. Army Corps of Engineers approving authority will assign action codes as indicated below in space provided in Section I, column i to each item submitted. In addition they will ensure enclosures are indicated and attached to the form prior to return to the contractor. The Contractor will assign action codes as indicated below in Section I, column g, to each item submitted.

THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED

A -- Approved as submitted E -- Disapproved (See attached).

B -- Approved, except as noted on drawings. F -- Receipt acknowledged.

C -- Approved, except as noted on drawings. FX -- Receipt acknowledged, does not comply Refer to attached sheet resubmission required. as noted with contract requirements.

D -- Will be returned by separate correspondence. G -- Other (Specify)

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract plans and specifications.

(Reverse of ENG Form 4025-R)

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T

L

N

S P E C

S E C

T DESCRIPTION OF ITEMS SUBMITTED

D A T A

D R A W I N G S

I N S T R U C T I

O N S

S C H E D U L E

S T A T E M E N T S

R E P O R T S

C E R T I F I C A T I

O N

S A M P L E S

R E C O R D S

O M

M A N U A L S

I N F O R M A T I

O N

O N L Y

G O V E R N M E N T

A P P R O V A L

R E V I E W E R

SUBMIT APPR NEEDED

BY

MATERIAL

NEEDED BY

C O D E

DATE

SUBMIT TO

GOVERN-

MENT

C O D E

DATE

REMARKS

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (O) (P) (Q) ( R ) (S) (T) (U) (V) (W) (X) (Y) (Z) (R)

00 80 00.00 SECTION

26.b CONTRACTORS ORDER OF WORK X X G,RO

26.b QUALITY CONTROL PLAN X X G,RO

26.b LETTER APPOINTING SUPER X X

26.b LIST OF SUBCONTRACTORS X X

26.b ENVIRONMENTAL PROTECTION PLAN X X G,RO

26.b CONSTRUCTION PROJECT SIGNS X X G,RO

01 31 10.00 18 SECTION

3.1.2 INITIAL PROJECT SCHEDULES X G,RO

3.1.2.2 REVISED PROJECT SCHEDULE X G,RO

3.1.2.2 PERIODIC SCHEDULE UPDATE X

3.1.2.1 PROGRESS CURVE REPORT FORMAT X

3.1.2.1 NARRATIVE REPORT W/ SCHEDULE UPDATES X X

01 35 26 SECTION

1.6 ACCIDENT PREVENTION PLAN X G,RO

1.7 ACTIVITY HAZARD ANALYSIS X G,RO

1.6.1 CRANE CRITICAL LIFT PLAN X

1.5.1.2 CRANE OPERATORS X

1.11.1 ACCIDENT REPORTS X

1.11.3 MONTHLY EXPOSURE REPORTS X

1.11.4 CRANE REPORTS X

ENG FORM 4288

Classification CONTRACTOR SCHEDULE DATES

SEC

TIO

N

01 33 00.00 PA

G E 10

CONTRACTOR ACTION

W912DS-09-S-0041

SUBMITTAL REGISTER

TROY LOCK LIGHTING RENOVATIONS

I t e m

N o

Type of Submittal GOVERNMENT

ACTION

SPECIFICATION SECTION

C T I V I T Y

N O

T R A N S M I T T

S P E C

S E C

T DESCRIPTION OF ITEMS SUBMITTED

D A T A

D R A W I N G S

I N S T R U C T I O N S

S C H E D U L E

S T A T E M E N T S

R E P O R T S

C E R T I F I C A T I O N

S A M P L E S

R E C O R D S

O M

M

N U A L S

I N F O R M A T I O N

O N L Y

G O V E R N M E N T

A P P R O V A L

R E V I E W E R

SUBMIT APPR

NEEDED BY

MATERIAL

NEEDED BY

C O D E

DATE

SUBMIT TO

GOVERN-

MENT

C O D E

DATE

REMARKS

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (O) (P) (Q) ( R ) (S) (T) (U) (V) (W) (X) (Y) (Z) (R)

01 45 01.00 SECTION

1.2 / 3.2 QUALITY CONTROL PLAN X X X X G,RO

3.3 COORD. MEETING QC PLAN X X X G,RO

3.6.1.f PREP INSPECTIONS X G,RO

3.7.1.e TEST RESULTS X X G,RO

3.9 CQC DOCUMENTATION X X X G,RO

03 30 07 SECTION

1.3 PRODUCT DATA X X G,RO

1.3 TEST REPORTS X G,RO

1.3 CERTIFICATES X G,RO

01 57 20.00 SECTION

1.1.2 ENVIR PROTECTION PLAN X X X G,RO

1.1.3 PERMITS X

1.1.4 PRE CONSTRUCTION SURVEY X G,RO

02 41 00 SECTION

1.3 EXISTING CONDITIONS X X G,RO

1.3 DEMOLITION PLAN X G,RO

1.3 RECEIPTS X

ENG FORM 4288

SEC

TIO

N

01 33 00.00 PA

G E 11

CONTRACT NUMBER

SUBMITTAL REGISTER

TROY LOCK LIGHTING RENOVATIONS

I t e m

N o

Type of Submittal GOVERNMENT

ACTION

Classification CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

C T I V I T Y

N O

T R A N S M I T T

S P E C

S E C

T DESCRIPTION OF ITEMS SUBMITTED

D A T A

D R A W I N G S

I N S T R U C T I O N S

S C H E D U L E

S T A T E M E N T S

R E P O R T S

C E R T I F I C A T I O N

S A M P L E S

R E C O R D S

O M

M A N U A L S

I N F O R M A T I O N

O N L Y

G O V E R N M E N T

A P P R O V A L

R E V I E W E R

SUBMIT APPR NEEDED

BY

MATERIAL

NEEDED BY

C O D E

DATE

SUBMIT TO

GOVERN-

MENT

C O D E

DATE

REMARKS

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (O) (P) (Q) ( R ) (S) (T) (U) (V) (W) (X) (Y) (Z) (R)

26 00 00.00 SECTION

1.5.1 WIRING DIAGRAMS X G,RO

26 56 00 SECTION

1.3 LUMINAIRE ASSEMBLY DWGS X G,RO

1.3 POLES X X X G,RO

1.3 POLE BASES, REINFORCEMENT, GROUNDING X X X G,RO

1.3 PRODUCT DATA X G,RO

1.3 DESIGN DATA X G,RO

1.3 TEST REPORTS X G,RO

3.2 MANUFACTURER'S REPRESENTATIVE X G,RO

3.3 OPERATING DATA X G,RO

33 71 02.00 20 SECTION

1.3 PRECAST UNDERGROUND STRUCTURE X G,RO

1.3 PRODUCT DATA X G,RO

1.3 TEST REPORTS X G,RO

ENG FORM 4288

SEC

TIO

N

01 33 00.00 PA

G E 12

CONTRACTOR ACTION

CONTRACT NUMBER

SUBMITTAL REGISTER

TROY LOCK LIGHTING RENOVATIONS

I t e m

N o

Type of Submittal GOVERNMENT

ACTION

Classification CONTRACTOR SCHEDULE DATES

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

02/09

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2004) Fall Protection

ASSE/SAFE A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

ASME B30.3 (2004) Construction Tower Cranes

ASME B30.5 (2007) Mobile and Locomotive Cranes

ASME B30.8 (2004) Floating Cranes and Floating Derricks

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION (NASA)

NASA NPG 8621.1 (2004a) NASA Mishap Reporting, Investigating and Record Keeping Policy

NASA NPG 8715.3 (2004) NASA Safety Manual

NASA NSS 1740.12 (1993) NASA Safety Standard For Explosives, Propellants and Pyrotechnics

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2007; Errata 2007; AMD 1 2007) Standard for Portable Fire Extinguishers

NFPA 241 (2004) Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B (2008) Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2007; AMD 1 2008) National Electrical Code - 2008 Edition

NFPA 70E (2008) Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008) Safety and Health Requirements Manual

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

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals with a "G, A" designation.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G, RO

Activity Hazard Analysis (AHA); G, RO

Crane Critical Lift Plan; G, RO

Proof of qualification for Crane Operators; G, RO

SD-06 Test Reports

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Accident Reports

Monthly Exposure Reports

Crane Reports

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

1.3 DEFINITIONS

a. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

b. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

c. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

d. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with USACE EM 385-1-1, and the following federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

Provide a site Safety and Health Officer (SSHO) at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor Quality Control (QC) personcan be the SSHO on this project. Meet the following requirements within the SSHO:

Level 3:

A minimum of 5 years safety work on similar projects.

30-hour OSHA construction safety class or equivalent within the last 5 years.

An average of at least 24 hours of formal safety training each year for the past 5 years.

Competent person training as needed.

1.5.1.2 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1, Section 16. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacitates of 50,000 pounds or greater, designate crane operators as qualified by a source that qualifies crane operators (i.e., union, a government agency, or and organization that tests and qualifies crane operators). Provide proof of current qualification.

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily [production][quality control] report.

b. Conduct mishap investigations and complete required reports.

Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

Failure to perform the above duties will result in dismissal of the superintendent and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the pre-construction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures…