Specifications.pdf

NEW YORK DISTRICT

Emergency Shoreline Protection Project

Orient Harbor

Town of Southold, New York

Small Business Set-Aside

IBF No. W912DS-10-B-0014

Emergency Shoreline Protection Project, Orient Harbor, Town of Southold, NY

MTOC - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00010 SF 1442 AND BIDDING SCHEDULE

00600 REPRESENTATIONS AND CERTIFICATIONS

00700 CONTRACT CLAUSES

00 80 00 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00 90 00 WAGE RATES

00 90 01 NEW YORK STATE DEPARTMENT OF TRANSPORTATION

(NYSDOT) SPECIFICATIONS

00 90 02 New York State Department of Environmental Conservation Water Quality Certification

TECHNICAL PROVISIONS

01 11 00 SUMMARY OF WORK

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 15 00 PROTECTION AND MAINTENANCE OF TRAFFIC

01 31 10.00 18 PROJECT SCHEDULE: BAR CHART

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

31 05 22 GEOTEXTILES USED AS FILTERS

31 23 15 EXCAVATION AND BEACH FILL

35 31 19 STONE STRUCTURES

00 90 01

NEW YORK STATE DEPARTMENT OF

TRANSPORTATION (NYSDOT)

SPECIFICATIONS

Section 00901

NYSDOT Specifications

The Contractor shall use the following NYSDOT specifications for the items listed below.

These specifications can be found at the following website:

https://www.nysdot.gov/main/business-center/engineering/specifications/2008-standard-specs-us and https://www.nysdot.gov/main/business-center/engineering/specifications/special-specifications-us

a. Guiderail:

1) Item 606.11 – Median Box Beam Guide Rail

2) Item 606.1402 – Type B Median Box Beam Terminal End Assembly

3) Item 606.1403 – Type C Median Box Beam Approach End Assembly

b. Mow Strip:

1) Item 608.02050110-Asphalt Concrete Sidewalks, Driveways and Bicycle Paths

(Grading Include) and Item 608.02051110-Plant Production Quality Adjustments to 608.02050110

2) Item 520.09000010 – Saw Cutting Asphalt Concrete

3) Item 608.02050110 – Pavement Binder Course

b. Pavement:

1) Item 520.09000010 – Saw Cutting Asphalt Concrete

2) Section 302 – Bituminous Stabilized Course

3) Section 303 – Optional Flexible Shoulder

4) Section 304 – Subbase Course, Option C, Type 2

c. Temporary Concrete Barrier:

1) Section 704-05 Precast Concrete Barrier

d. Work Zone Traffic Control:

1) Section 619 – Work Zone Traffic Control

e. No Parking Sign (See NYSDOT Standard Sheet 645-03 for sign height and positioning)

1) Item 645.5101 -- Ground-mounted Sign Panels without Z-bars

2) Item 645.81 -- Type A Sign Posts

NYSDOT Standard Drawings

The Contractor shall use the NYSDOT Standard Drawings as shown on sheets R-101 through R-

108. These NYSDOT Standard Drawings can be found at the following website:

https://www.nysdot.gov/main/business-center/engineering/cadd-info/drawings/standard-sheets-us

Manual for Uniform Traffic Control Devices (MUTCD) and NY Safety Supplement to the MUTCD can be found at the following website:

http://www.nysdot.gov/portal/page/portal/divisions/operating/oom/transportation-systems/traffic-operations-section/mutcd

Emergency Shoreline Protection, Orient Harbor, Southhold, NY ORIENT

SECTION 01 11 00

SUMMARY OF WORK

04/06

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Repair will consist of the following construction items:

1. Remove existing stone from between Station 0+10 and Station 3+57.13 to allow for construction of new stone seawall section. Removed stone that satisfies specification will be sorted and reused in the new construction.

2. Construct new stone seawall section in increments not to exceed 50 feet.

a. Remove and reset existing seawall stone between Station 0-15 and Station 0+10 as needed to interlock existing seawall with newly construction section. Repair voids in existing cover layer Station 0-15 to 0+10 as needed.

b. Excavate to lines and grades as shown on the contract drawings.

Excavated material will be stockpiled for placement as beach fill following acceptance of stone work.

c. Place new geotextile fabric

d. Place new bedding stone (4 lb to 25 lb, 1-ft thick), wrapping geotextile around ends.

e. Place new and acceptable reuseable armor stone (1120 lbs to 1880 lbs), beginning with the largest toe stone (0.75 ton to 2.25 ton) in the seawardmost position, and assuring maximum contact between the new/new and new/existing stone interfaces.

3. Construct extension of concrete encasement

4. Construct vehicular guide rail

5. Repair pavement

6. After all alongshore increments are constructed and accepted, place beach fill cover over newly constructed stone section from Station 1+25 to Station 3+57, from Mean High Water landward. Beach fill shall consist of excavated material.

7. Stockpile excess suitable excavated material for future use as directed by Contracting Officer. See Section 31 23 15 paragraph 3.3.2 for excess sand and gravel stockpile location and Section 35 31 19 paragraph

3.1.7 for suitable stone stockpile location.

SECTION 01 11 00 Page 1

8. Install No-Parking sign.

1.1.2 Location

The work is along NY State Route 25, in the Town of Southold, Suffolk County, New York, at the eastern end of the existing stone seawall fronting Orient Harbor/Gardiners Bay.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portion(s) of the existing work which remain.

b. Repair or replace portions of the existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

NOT USED.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 12 00.00 18

DESIGN AND RECORD DRAWING REQUIREMENTS

07/10

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 2.0, the governing subset of the Department of Defense Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard, Release 4.0. 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:

ORIENT_HARBOR_EMERGENCY_SHORELINE_PROTECTION_PROJECT_TOWN_SOUTHOLD_NY.

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 as directed by the Contracting Officer. The electronic digital data and files shall be provided on standard size optical storage media, i.e., Compact Disc (CD) or Digital Versatile Disc (DVD). Each CD or DVD (heretofore referred to as a "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.

SECTION 01 12 00.00 18 Page 1

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. (For further information on tagged .pdf documents refer to this website:

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

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.

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 disc, 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

SECTION 01 12 00.00 18 Page 2 documentation of the database format and schema design. Recommended modifications that 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 that 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, will provide up to two 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 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

SECTION 01 12 00.00 18 Page 3

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 do not comply 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 do not comply 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 do not comply with the New York District CAD Standard.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 12 00.00 18 Page 4

SECTION 01 15 00

PROTECTION AND MAINTENANCE OF TRAFFIC

PART 1 GENERAL

1.1 PROTECTION AND MAINTENANCE OF TRAFFIC

See Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, paragraph entitled "VEHICULAR AND OTHER TRAFFIC CONTROL" for details.

1.2 MEASUREMENT AND PAYMENT

No measurement and payment as such will be made for the work specified in this section.

1.3 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-01 Preconstruction Submittal

Traffic Control Plan; G, RO

The Contractor shall submit the Plan for approval by the Contracting Officer and New York State Department of Transportation (NYSDOT).

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

NOT USED.

SECTION 01 15 00 Page 1

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, RO

Revised Project Schedule; G, RO

Periodic Schedule Update; G, RO

Progress Curve Report Format; G, RO

Narrative report with schedule updates-Format; G, RO

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

SECTION 01 31 10.00 18 Page 1 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. See paragraph 34. COORDINATION CONFERENCES in Section 00 80 00.00 18 SPECIAL CONTRACT REQUIREMENTS for further details.

SECTION 01 31 10.00 18 Page 2

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.

SECTION 01 33 00.00 18 Page 1

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.

SECTION 01 33 00.00 18 Page 2

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, SECTION 01 33 00.00 18 Page 3 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

SECTION 01 33 00.00 18 Page 4 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.

SECTION 01 33 00.00 18 Page 5

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:

SECTION 01 33 00.00 18 Page 6

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

SECTION 01 33 00.00 18 Page 7

01 33 00.00 18-8

01 33 00.00 18-9

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

Emergency Shoreline Protection, Orient Harbor, Southhold, NY

01 15 00 SD-01 Preconstruction Submittals G ROTraffic Control Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

01 31 10.00 18 G ROInitial Project Schedules G RORevised Project Schedule G ROPeriodic Schedule Update G ROProgress Curve Report Format G RONarrative report with schedule updates-Format

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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01 35 26 SD-01 Preconstruction Submittals

1.6 G ROAccident Prevention Plan (APP)

1.7 G ROActivity Hazard Analysis (AHA)

1.6.1 G ROCrane Critical Lift Plan

1.5.1.2 G ROCrane Operators

SD-06 Test Reports 1.11Reports 1.11.1Accident Reports

Monthly Exposure Reports 1.11.3Crane Reports

Gas Protection SD-07 Certificates

1.8Confined Space Entry Permit 1.8Hot work permit

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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01 45 04.00 18 SD-01 Preconstruction Submittals G ROContractor Quality Plan (CQC)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 G ROEnvironmental Protection Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

03 30 53 SD-03 Product Data 2.1.3.1Air-Entraining Admixture 2.1.3.2Accelerating Admixture 2.1.3.3Water-Reducing or Retarding

Admixture 2.1.11Curing Materials 2.1.5Reinforcing Steel 2.1.6Expansion Joint Filler Strips, Premolded 2.1.7Joint Sealants - Field Molded

Sealants Waterstops

3.1.3.3Batching and Mixing Equipment 3.2Conveying and Placing Concrete 2.1.8Formwork 2.4Forms 1.6Installation Drawings 1.6Concrete Placement 2.2Ready-Mix Concrete 2.2Mix Design Data 2.2Air-Entraining Admixtures 2.2Fly Ash 2.3Steel Reinforcement 2.5Accessories 2.5.1Curing Compound

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

03 30 53 Measurement of Floor Tolerances

3.11Concrete SD-06 Test Reports

2.1.2Aggregates 1.4.3Concrete Mixture Proportions 3.11Compressive Strength Testing 3.11Slump

SD-07 Certificates 2.1.1Cementitious Materials 1.6.1CPG for recycled materials or appropriate Waiver Form 2.1.2Aggregates 2.2Bill of Lading

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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DESCRIPTION

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FRM APPR

31 05 22 SD-04 Samples 2.1.1Geotextile

SD-07 Certificates 2.1.1Geotextile

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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DESCRIPTION

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31 23 15 SD-01 Preconstruction Submittals G ROQualifications

SD-03 Product Data G ROAfter-Beachfill Placement

Surveys SD-06 Test Reports

G ROSurveying Procedures and Equipment

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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S P E C

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AUTH/

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35 31 19 SD-01 Preconstruction Submittals G ROLocation of staging area G ROLoading/offloading plan

Notification to Coast Guard SD-04 Samples

G ROQuarry SD-06 Test Reports

G ROStone Quality Test Results SD-07 Certificates Scale Accuracy Certification Material Weight Receipts Barge Tonnage Displacement Table

SD-10 Operation and Maintenance Data

G ROSurveys: During construction, post-construction

SD-11 Closeout Submittals Quality Control Records

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

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SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

02/10

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 FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2010) Standard for Portable Fire Extinguishers

NFPA 241 (2009) Standard for Safeguarding Construction, Alteration, and Demolition Operations

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)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

SECTION 01 35 26 Page 1

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, RO" 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

Gas Protection

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);

SECTION 01 35 26 Page 2

(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.

e. Weight Handling Equipment (WHE) Accident. A WHE accident occurs when any one or more of the six elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment; two-blocking; overload;

and/or collision, including unplanned contact between the load, crane, and/or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, roll over, etc.) Any mishap meeting the criteria described above shall be documented in both the Contractor Significant Incident Report (CSIR) and using the NAVFAC prescribed Navy Crane Center (NCC) form submitted within five days both as provided by the Contracting Officer.

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 appropriate 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)

The contractor shall provide a Safety oversight team that includes a minimum of one (1) Competent Person at project site to function as the Safety and Health Officer (SSHO). The SSHO shall be at the work site at all times, unless specified differently in the contract, to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor, and their training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17 and all associated sub-paragraphs. A Competent Personal shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site

SECTION 01 35 26 Page 3 at all times when the work that presents the hazards associated with their professional expertise is being performed. The credentials of the Competent Persons(s) shall be approved by the Contracting Officer in consultation with the Safety Office.

The Contractor Quality Control (QC) person can be the SSHO on this project

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 4 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 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…