Long_Beach_Final100_OCT2815.pdf

NEW YORK DISTRICT

Atlantic Coast of Long Island Jones Inlet to East Rockaway Inlet Long Beach Island, New York

Coastal Storm Risk Management Project Contract No. 1 New Groin Construction, Groin and Revetment Rehabilitation

Reach 1 – Point Lookout Reach 2 – City of Long Beach

IFB No. W912DS-15-B-0021

100% September

Specifications

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-15-B-0021

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-15-B-0021

Atlantic Coast of Long Island Jones Inlet to East Rockaway Inlet Long Beach Island, New York

Coastal Storm Risk Management Project Contract No. 1 New Groin Construction, Groin and Revetment Rehabilitation

Reach 1 – Point Lookout Reach 2 – City of Long Beach

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR

OFFER INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK

ARE INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND CERTIFICATIONS”

(SECTION 00 45 00) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL SEALS AFFIXED?

__DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR

SIGNATURES AND SEALS AFFIXED AFTER THE DOCUMENT WAS

GENERATED, AS OPPOSED TO COMPUTER PRINTER-GENERATED

SIGNATURES AND/OR SEALS?

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER

BY ALTERING THE PROVISIONS OF THE SOLICITATION?

CHECKLIST - 2

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

FIGURES LEGIBLE?

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00100

OF THE SOLICITATION.)

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

Atlantic Coast of Long Island Jones Inlet to East Rockaway Inlet

Long Beach Island, New York

Coastal Storm Risk Management Project Contract No. 1

New Groin Construction, Groin and Revetment Rehabilitation

Reach 1 – Point Lookout Reach 2 – City of Long Beach

Attached is INVITATION FOR BIDS (IFB) NO. W912DS-15-B-0021

1. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

2. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 13).

3. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation.

(See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 13 of this

IFB).

4. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00 45 00

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00600, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause (1984 APR).

5. THIS PROJECT IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT

FUNDED BY THE DEPARTMENT OF DEFENSE. BUY AMERICAN ACT –

COVER SHEET

CONSTRUCTION MATERIALS (MAY 1993) IN ACCORDANCE WITH FAR

52.225-5 APPLIES.

6. Please review all bonds and accompanying documents required to be submitted.

Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted.

Submission of such documents may render the bid or offer non-responsive and ineligible for award.

Long Beach Island, New York Coastal Storm Risk Management Project, Contract No. 1, Reach 1 – Point Lookout and

MTOC - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 13 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SUPPLEMENTARY CONDITIONS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00 90 00 WAGE RATES

00 90 01 WATER QUALITY CERTIFICATE

00 90 02 TRANS-ATLANTIC SUBMARINE CABLES

TECHNICAL PROVISIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 35 AIR EMISSIONS REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01.00 18 PROJECT SCHEDULE

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 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

01 56 10.00 18 ENDANGERED SPECIES OBSERVERS

(HOPPER DREDGES ONLY)

01 57 20.00 18 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS

APPENDIX A MONITORING SPECIFICATIONS FOR HOPPER DREDGES

APPENDIX B MONITORING SPECIFICATIONS FOR MECHANICAL DREDGES

APPENDIX C SEA TURTLE HANDLING AND RESUCITATION

APPENDIX D DREDGE OBSERVER FORM – HDP

APPENDIX E INCIDENT REPORT OF SEA TURTLE TAKE

NMFS NMFS Batch BiOp 3-7-14 pages 176 to 181

Long Beach Island, New York Coastal Storm Risk Management Project, Contract No. 1, Reach 1 – Point Lookout and

MTOC - 2

01 78 00.00 18 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

DIVISION 03 – CONCRETE

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

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 39 00.00 10 CONCRETE CURING

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS AND FILLERS

DIVISION 31 – EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 31 29.40 STONE CONSTRUCTION

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:

2"

WH-RD/BK

Sign Color various Height Bkg/Lgd

Legend Panel

Color: Black

(architect, general contractor, etc.), 10.5"

Size

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

Legend Group 5a-b: One-to-five of Engineers

Type

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

CID-01

Cross-align the first of Legend

4' x 6'

* Appendix D corporate or firm name, city, state.

Use of Legend Group 5 is optional.

Post Specification Size Code

2.25"New York District

Reach 2 - City of Long Beach

US Army Corps

6"

4.5"

48"

3" 21" 1" 21"

9.5"

Reach 1 - Point Lookout

21" 3" 42" 3"

4.5"

6"

Jones Inlet to Rockaway Inlet

Atlantic Coast of Long Island

Coastal Storm Risk Management Project Contract No. 1

2"

1.875"

1.875" contractors including: type line identification of prime

Letter and word spacing to follow

7.75"

Mounting

4' x 4' HDO-3

(Dimensions are in inches)

Legend Group 4: One-to two-line

Corps standards as specified in

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.

Typeface: 1.5" Helvetica Regular Maximum line length: 42" identification of project or facility (civil works) or name of sponsoring department (military).

Color: Black describes the work being done under this contract.

Color: Black Typeface: 3" Helvetica Bold Maximum line length: 42"

Castle) three-line project title legend

Color: White Typeface: 1.25" Helvetica Regular

Legend Group 1: One- to two-line 3"

Color: White

District Name (optional). Place below 10.5" Reverse Signature (6"

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

Legend Group 2: Division or

2.5"

Legend Group 3: One- to

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

4.5"

6.25"

Supervised by Design and Construction description of Corps relationship to project

The graphic format, color, size and type-faces used on the sign are to be reproduced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend Group 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety performance record.

Legend Group1: Standard two-line title "safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black 2.25" Typeface: 1.5" Helvetica Regular Maximum line length: 42"

2.25" Legend Group 3: One - to two-line identification: name of prime This project has Days without & contractor and city, state address. 1.875" operated: lost time injury 4.875" Color: Black Typeface: 1.5" Helvetica Regular Total days worked Maximum line length: 42" 1.875" on this contract 4.875"

Legend Group 4: Standard safety Lost time record captions as shown. 1.875" injuries 4.875" Color: Black

Typeface: 1.25" Helvetica Regular

Replaceable numbers are to be mounted on white .060: aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5"x.5"

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. *

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

Sign Legend Post Specifications Mounting Color Type Size Size Code Height Bkg/Lgd CID-02 various HDO-3 48" WH/BK-GR

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3"

10.5"

3"

Atlantic Coast of Long Island

31" 3"8"

6"

3.875"

4.5"

Coastal Storm Risk Management

Project Contract No. 1

3"

Jones Inlet to Rockaway Inlet

3"

Long Beach Island, New York

17"

4"

3"

3" 2"

.875"

3.125"

4"x4" 4"x4"

2.5" 2.5"

.975"

2.5"

Dimensions inches.

See attached sheet for fabrication and mounting guidelines.

Panel Size

CONTRACTOR:

FUNDED BY:

ACTIVITIES

DISTRICT ENGINEER: COL Dave Caldwell

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL LOCAL REQUIREMENTS CONCERNING PROHIBITED

Reach 1 - Point Lookout, Reach 2 - City of Long Beach.

US ARMY

CORPS OF ENGINEERS, NEW YORK DISTRICT

Jones Inlet to Rockaway Inlet, Long Beach Island, New York Coastal Storm Risk Management Project Contract No. 1

New Groin Construcion, Goin and Revetment Rehabilitation

Atlantic Coast of Long Island

As Construction Project Identification signs Detailed specifications for and Safety Performance signs are to be HDD plywood panel preparation are pro-fabricated and installed as described vided in Appendix B.** below. The signs are to be erected at a Shown below the mounting diagram is location designated by the contracting of- a panel layout grid with spaces provided ficer and shall conform to the size, format, for project information. Photocopy this and typographic standards shown on page and use as a worksheet when pre-the attached sheets. paring sign legend orders.

The sign panels are to be fabri-cated from .75" High Density Over-lay Plywood. Panel preparation to follow HDD specifications provided in Appendix B. **

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com-munications Red background with Corps signature on the project sign are to be die-cut or computer-cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on the attached sheets.

The 2'x4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver-sion) is to be screen printed on the white background. Identifica-tion of the District or Division may be applied under the signature with white cut vinyl letters pre-pared to Corps standards. Large Construction Project Sign scale reproduction artwork for the Legend Group 1: Corps Relationship signature is provided on page 4.8

Drill and Insert six (6) .375" T-nuts from the front face of the HDD Legend Group 2: Division/District Name

Apply graphic panel to prepared Legend Group 3: Project Title HDD plywood panel following better. Post to be 12" long. Drill six (6) .375" mounting holes in Legend Group 4: Facility Name uprights to align with T-nuts in sign

Assemble sign panel and uprights. Legend Group 5a: Contractor/A&E Legend Group 5b: Contractor /A&E Imbed assembled sign panel and

Safety Performance Sign Legend Group 1: Project Title

Legend Group 2: Contractor/A&E

Fabrication and Mounting Guidelines

48"

48"

(Dimensions in inches)

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

2.

sign panel. Position holes as 1.

shown. Flange of T-nut to be flush

18"

(photographically enlarge from 1.

6.875" to 10.5"). **

2.Sign uprights to be structural grade 4"x4" treated Douglas Fir

3.or Southern Yellow Pine. No.1 or with sign face. 2.

manufacturers' instructions. 1.

uprights in 4" hole. Local soil con- 1. 1.

ditions and/or wind loading may panel. Countersink (.5") back of 1.

hole to accept socket head cap screw (4"x.375"). 2.

reinforce installation as shown. 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to

1.

2.

5. 5.

1.

2.

00 90 00

Section 00 90 00

Wage Rates

(to be provided)

Section 00 90 01

Water Quality Certificate

The Water Quality Certificate will be issued once it becomes available.

SECTION 00 90 02

TRANS-ATLANTIC SUBMARINE CABLES

Legend Submarine_Cables Current_Borrow_Areas World Street Map

0 1.5 3 4.5 60.75 Miles¯

Submarine cable locations data source:

HSIP Gold 2012 (Homeland Security).

Depicts the locations of submarine cables as defined by the NOAA Electronic Navigation Charts and the NOAA Raster Nautical Charts.

Contract 1: Reach 1 and 2, New Groins, Groin and Revetment Rehab LONGBEACH1

SECTION 01 11 35

AIR EMISSIONS REQUIREMENTS

PART 1 GENERAL

1.1 BACKGROUND

The work covered by this section consists of the measuring and recording of data related to the air emissions produced by the combustion of fossil fuels.

1.2 DEFINITIONS

3 Nautical Mile Line: The 3 mile maritime limit as established by NOAA's Office of Coast Survey.

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-07 Reports Project Air Emissions Calculator ; G, RO

Full Monthly Engine Data as entered in Government Provided Air Emissions Calculator; include monthly operating hours for engines on dredges, support vessels, and land equipment; due 10 days after the last day of each month; G,COR

Submittals shall be in the following file format: Microsoft Excel.

Dredge Engine Information (as required by Government Provided Air Emissions Calculator; G,COR

Support Vessels and Land Equipment engine information (as required by Government Provided Air Emissions Calculator); G,COR

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 OPERATIONAL MONITORING, RECORDKEEPING AND REPORTING

a. Measure and record the parameters included in the Government Provided Air Emissions Calculator when operating diesel-powered engines onboard a dredge, support vessels, and land-side equipment within the 3 Nautical Mile Line. Obtain this information from official daily project and vessel operational logs and/or hour meters associated with each engine. The Air Emissions Calculator shall be updated monthly to reflect actual hours worked, equipment actually used and daily runtime per reportable engine and other applicable information, on the data logging sheet provided at

SECTION 01 11 35 Page 1 the end of this section; and actual emission control methods used during the previous month. The Government Provided Air Emissions Calculator will be delivered to the G, COR 10 days after each month until the project is completed.

b. The Government reserves the right to require the Contractor to manually obtain daily records of engines when electronic engine management systems are not functioning properly.

c. An example of a daily recordkeeping log sheet will be provided .

3.2 SUPPORT VESSELS AND LAND EQUIPMENT REPORTING

Submit a list of all equipment with diesel engine make, model and size for the support vessels and land equipment. Record monthly operating hours for support vessels and land equipment using the Government Provided Air Emissions Calculator.

3.3 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the work specified in this section and all costs in connection therewith shall be included in the cost of all the bid items.

-- End of Section --

SECTION 01 11 35 Page 2

U.S. Army Corps of Engineers - New York District Contract: Long Beach, NY

MONTH:

YEAR: 2015 sample Page: of

Vessel Name:

Date Engine Name Engine Type

(Propulsion, Auxiliary, etc.)

Daily Runtime (hours)

Daily Fuel Consumption

(tons or gallons)

# of Daily Trips to Offload

Average Transit Time

Within 3- Nautical Mile Line (hours)

Average Loaded Speed (knots)

Average Unloaded

Speed (knots)

Activity InformationEngine Information

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 Department of Defense Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard, Release 5. 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: Atlantic Coast of Long Island Jones Inlet to East Rockaway Inlet, Long Beach Island, New York Coastal Storm Risk Management Project, Contract No. 1, New Groin Construction, Groin and Revetment Rehabilitation, Reach 1 – Point Lookout, Reach 2 – City of Long Beach.

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 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

SECTION 01 12 00.00 18 Page 1 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

SECTION 01 12 00.00 18 Page 2 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 DoD A/E/C CADD Standard.

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."

SECTION 01 12 00.00 18 Page 3

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

1.7 GOVERNMENT-FURNISHED MATERIALS

The DoD A/E/C CADD Standard, Cover and Border sheet model files 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 DoD A/E/C CADD Standard, will result in withholding of the progress payment.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 12 00.00 18 Page 4

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

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-03 Product Data ; G, RO

Weight Certificates

1.2 Job PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

See Section 01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION for details.

Payment will be made for costs associated with mobilization and demobilization, as shown on the Bid Schedule. Mobilization shall include all costs for operations accomplished prior to commencement of actual work operations such as transfer of plant and equipment to site, preparation of site areas, and other incidentals in advance of the work. Demobilization shall include cleanup of excavation, structure areas, stockpile areas, and other work areas and transfer of plant to its base. The cost of work other than mobilization and demobilization shall not be included in this item.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

SECTION 01 22 00.00 10 Page 1

1.3.1 Removed Stones

The total quantity of material for which payment will be made will be the scale weight of removed stone. No allowance will be made for over depth excavation or for the removal of any material below existing grade unless authorized.

1.3.1.1 Unit of Measure

Unit of measure: US Short Ton (2,000 lb per ton).

1.3.1.2 Credit for Additional Reusable Stone Quantity

In the event that greater quantities of reusable stone are available than shown on the bid schedule, the Government will receive a credit for reduced quantities of new stone required.

1.3.2 Excavation for New Groins, Groin Rehabilitation and Revetment Rehabilitation, Foundations, Backfill & Beachfill

1.3.2.1 Payment

Payment will be paid for at the contract unit price measured by the cubic yards removed for excavation of material to construct the new groin and groin/revetment rehabilitation foundations, pre-and post-excavation surveys, transporting and stockpiling the material, backfill, placement of excavated material as fill, and disposal of excess material.

1.3.2.2 Measurement

Quantity for payment shall be measured by the cubic yard removed by computing the volume between a survey of the ocean bottom made before excavation and a survey made after excavation. The reference datum shall be NAVD.

1.3.2.3 Unit of Measure

Unit of measure: cubic yard.

1.3.2.4 Surveys

a. Surveys for Progress Payments

The Contractor will take any surveys for periods for which progress payments are requested and shall make the computations based on these surveys.

b. Initial and Final Surveys for Acceptance

The Contractor shall take initial and final surveys for acceptance immediately prior to and after excavation. Before-excavation survey shall not be taken more than 14 days prior to excavation.

After-excavation survey of the new groin and groin/revetement rehabilitation foundation areas shall be completed as soon as practicable after completion of excavation and shall include an outline of the limits of the excavated area.

SECTION 01 22 00.00 10 Page 2

c. Original Field Notes, Computations and Other Records

All original field notes, computations and other records for the purpose of layout of surveys conducted by the Contractor shall be recorded in duplicating field books, the original pages of which shall be furnished promptly to the Contracting Officer, or his representative, at the site of the work. The Contractor shall furnish the Contracting Officer, or his representative, data for the progress payment surveys on computer disk. The survey data shall be in X, Y, Z format, and stored on CD compatible with the Windows 7 operating system. The Contractor shall submit to the Contracting Officer, or his representative, prior to surveying, a base line drawing showing all offsets, elevations, reference lines and range line locations to be utilized. Duplicates of survey data and disks shall be made by the Contractor and furnished to the Contracting Officer using Contractor furnished media.

1.3.2.5 Original Drawings

All original drawings that are submitted to the Contracting officer, or his representative, will be accompanied by three prints of each. Original drawings shall be stamped/sealed by the Licensed Surveyor/Certified Hydrographer in the State of New York. Drawings shall be supplied per Section 01 12 00.00 18 standards in PDF/CAD.

1.3.3 Stone

1.3.3.1 Payment

Payment will be made for all costs associated with furnishing, transporting, stockpiling (if applicable), placing, and performing all work required to complete the satisfactory placement of the stone in accordance with the Contract Drawings and Specifications.

1.3.3.2 Measurement

a. Stone Criteria

The unit of measurement for new armor stone, underlayer stone, core and bedding stone in place in finished work will be in tons of 2000 pounds as determined by certified scale weight. Payment will not be made for unsuitable stone as defined in SECTION 35 31 29.40 Part 2 PRODUCTS.

Unsuitable material or stone fragments weighed and delivered to the site will be reweighed on removal from the site and weight deducted from the material measured by waybills and delivery tickets for payment. The estimated amounts of armor stone, underlayer stone, core and bedding stone shown on the unit price schedule were based upon stone weighing 165 pounds per cubic foot. All stone will be paid for at the actual weight up to a maximum of 165 pounds per cubic foot.

b. Stone Density

All new stone acceptable for use in excess of 165 pcf will be paid for at 165 pcf maximum.

c. Stone Disposal

All stone to be disposed as unsuitable will be weighed prior to disposal. The contractor will dispose of all unsuitable stone off-site

SECTION 01 22 00.00 10 Page 3 or as directed by the contracting officer.

1.3.3.3 Surveys

The CONTRACTOR will take all before and after surveys using a third party licensed professional surveyor in the presence of the Contracting Officer, or his representative. Sections shall be surveyed at no greater than 25 feet for groins and revetment along the axis of the active work face, plus a longitudinal centerline profile. Each section will define sufficient points to accurately represent rock in place. Deductions to measured quantity of rock will be made for rock occurring outside the limits of payment. Deductions will be calculated from disallowed cross-sectional area and converted to tonnage using bulk specific gravity of rock. The GOVERNMENT may, at its own expense, perform an independent survey to confirm the quantities.

No separate payment will be paid for surveys conducted by the Contractor.

1.3.3.4 Unit of Measure

Unit of Measure: US short ton (2000 lbs per ton).

1.3.4 Geotextile

1.3.4.1 Payment

Payment will be made at the contract unit price and will constitute full compensation to the Contractor for providing all plant, labor, material, and equipment and performing all operations necessary for the complete and satisfactory installation of the geotextile.

The following items are included in the contract unit price for geotextile and will not be counted a second time in the process of determining the extent of geotextile placed: material and associated equipment and operation used in laps, seams, or extra length; securing pins and associated material, equipment, and operations.

No payment will be made to geotextile replaced because of waste, contamination, damage, repair, or due to Contractor's fault or negligence.

1.3.4.2 Measurement

Installed geotextile will be measured for payment in place to the nearest square yard of protected area as delineated in the drawings.

1.3.4.3 Unit of Measurement

Unit of Measure: square yard.

1.3.5 Reinforced Concrete for Retaining Wall

Payment will be made for all cost associated with preparing, furnishing, placing, and finishing the concrete reventment gravity wall. All subbase material, reinforcing steel, formwork, labor, joint material, and other costs shall be incidental to this cost item. Materials shall conform to specifications contained herein.

SECTION 01 22 00.00 10 Page 4

1.3.5.1 Unit of Measure

Unit of measure: per cubic yard (CY) in place.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 22 00.00 10 Page 5

SECTION 01 32 01.00 18

PROJECT SCHEDULE

NYD Version 03/07 (UFGS 01/07)

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Progress, Schedules, and Network Analysis Systems

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. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-12 Schedules

Initial Project Schedule ; G, RO

Preliminary Project Schedule ; G, RO

Periodic Project Schedule ; G, RO

Narrative Report ; G, RO

Four copies of the schedules showing codes, values, categories, numbers, and other items, etc., as required.

SD-07 Certificates

Qualifications Statement ;

Documentation showing the qualifications of personnel preparing the reports.

1.3 QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experienced in scheduling projects similar in nature to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification. Submit a qualifications statement showing qualifications of the designated representative.

SECTION 01 32 01.00 18 Page 1

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions, and to provide the basis of all progress payments. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment.

Lack of an approved schedule update or qualified scheduling personnel will result in an inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the

SECTION 01 32 01.00 18 Page 2 preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification and shall be capable of producing the Standard Data Exchange Format (SDEF) file discussed in ER 1-1-11 . Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule. Scheduling software that meets the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 are Primavera Project Planner (P3) or Primavera Project Management (P5) by Primavera, and Open Plan by Deltek. Manual methods shall not be utilized to produce any required information. The contractor shall be required to furnish to the Government the software scheduling program with one software license for the duration of this contract.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

With the exception of the initial and preliminary schedule submission, the Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities shall have Original Durations (OD) greater than 20 work days or 30 calendar days. Procurement activities are defined herein.

3.3.2.2 Design and Permit Activities

Include design (for design-build projects) and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This shall be at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. The schedule shall include review and

SECTION 01 32 01.00 18 Page 3 correction periods associated with each item.

3.3.2.3 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, deliver, installation and testing.

3.3.2.4 Mandatory Tasks

In addition to other activities as required to complete the project, the Progress Schedule shall include the following as separate line activities:

a. Submission and approval of as-built drawings.

b. Contractor's pre-final inspection.

c. Government's pre-final inspection.

d. Final inspection.

3.3.2.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.6 Workers Per Day

All activities shall have an estimate of the average number of workers per day that are expected to be used during the execution of the activity to produce the expected completion date. If no workers are required for an activity, in the case of activities related to procurement, for example, then the activity shall be identified as using zero workers per day. The workers per day information for each activity shall be identified by the Workers Per Day Code.

3.3.2.7 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or Government agency responsible for performing the activity. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

Code all activities not coded with a Government Responsibility Code to the Prime Contractor or Subcontractor responsible to perform the work.

Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE). Unacceptable code values are abbreviations of the names of subcontractors.

SECTION 01 32 01.00 18 Page 4

3.3.2.8 Activity Work Area Coding

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew, from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities shall not have more than one Work Area Code. Not all activities are required to be Work Area coded. A lack of Work Area coding will indicate the activity is not resource or space constrained.

3.3.2.9 Contract Changes/Requests for Equitable Adjustment (REA) Coding

(MODF)

Assign Activity code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by the Contracting Officer, with a Contract Changes/REA Code. Key all Code values to the Government's modification numbering system. Any activity or sequence of activities added to the schedule as a result of alleged constructive changes made by the Government may be added to a copy of the current schedule, subject to the approval of the Contracting Officer.

Assign Activity codes for these activities with a Contract Changes/REA Code. Key the code values to the Contractor's numbering system. Approval to add these activities does not necessarily mean the Government accepts responsibility and therefore liability for such activities and any associated impacts to the schedule, but rather the Government recognizes such activities are appropriately added to the schedule for the purposes of maintaining a realistic and meaningful schedule. Such activities shall not be Responsibility Coded to the Government unless approved. An activity shall not have more than one Contract Changes/REA Code.

3.3.2.10 Contract Line Item (CLIN) Coding (BIDI)

Code all activities to the CLIN on the Contract Line Item Schedule to which the activity belongs. An activity shall not contain more than one CLIN Item Code. CLIN Item code all activities, even when an activity is not cost loaded.

3.3.2.11 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities…