Specifications.pdf

NEW YORK DISTRICT

Fire Island Inlet to Montauk Point Fire Island Stabilization Project

Fair Harbor to Seaview Contract 3A Suffolk County, NY

IFB No. W912DS-16-B-0001

Specifications

100% April , 2016

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

Fire Island Inlet to Montauk Point Fire Island Stabilization Project Fair Harbor to Seaview Reach

Suffolk County, NY

1. Attached is INVITATION FOR BIDS (IFB) No. W912DS-16-B-0001.

2. 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.

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

4. 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).

5. 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 00 45 00, 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-responsible to the terms of solicitations involving awards of Contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause.

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

FUNDED BY THE DEPARTMENT OF DEFENSE.

7. 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

COVER SHEET

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.

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-16-B-0001

CHECK LIST FOR BIDDERS

ATTACHED IS IFB No. W912DS-16-B-0001

Fire Island Inlet to Montauk Point Fire Island Stabilization Project Fair Harbor to Seaview, Contract 3A Suffolk County, NY

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 00600) 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?

__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?

CHECKLIST - 2

__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.

FIMI Contract3A

MTOC - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 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 REPORT OF OPERATIONS FORM

00 90 02 WATER QUALITY CERTIFICATE

00 90 03 BORROW AREA COORDINATES AND GRAIN

SIZE DISTRIBUTION CURVES

00 90 04 ENGINEERING PLANS FOR RESIDENTIAL

RELOCATION AND SEPTIC ABONDONMENT OR

CONSTRUCTION

TECHNICAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 35 AIR EMISSIONS REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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)

FIMI Contract3A

MTOC - 2

01 57 20.00 18 ENVIRONMENTAL PROTECTION

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

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 18 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

02 41 01 RESIDENTIAL STRUCTURES DEMOLITION AND RELOCATION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER AND MISCELLANEOUS TIMBERWORK

06 13 34.00 18 VEHICULAR DUNE CROSSOVER

06 13 35.00 18 STABILIZATION MAT DUNE CROSSOVERS

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 24 00.00 18 BEACH FILL PLACEMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 10.00 18 SAND FENCE

32 94 00 DUNE VEGETATION PLAN

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM

HOPPER DREDGE

-- End of Project Table of Contents --

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"

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

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" 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

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

Color: Black

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.

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

2"

1.875"

1.875"

21" 3" 42" 3"

4.5"

6"

Fire Island Stabilization Project

Fire Island Inlet to Montauk Point

Fair Harbor to Seaview, Contract 3A Reach

US Army Corps

6"

4.5"

48"

3" 21" 1" 21"

9.5"

Post Specification Size Code

2.25"New York District

Suffolk County, Long Island, NY

* 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.

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

WH-RD/BK

Sign Color various Height Bkg/Lgd

Legend Panel

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

3"

.975"

2.5"

Dimensions inches.

3" 2" mounting guidelines.

.875"

3.125"

3"

4"

3"

Panel Size 4"x4" 4"x4"

2.5" 2.5"

See attached sheet for fabrication and

Fire Island Inlet to Montauk Point

17"

6"

3.875"

4.5"

Reach

Fire Island Stabilization Project

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3"

10.5"

3" 31"

Fair Harbor to Seaview, Contract 3A

3"

Suffolk County, Long Island, NY

8"

US ARMY

CORPS OF ENGINEERS, NEW YORK DISTRICT

Fire Island Stabilization Project Fair Harbor to Seaview, Contract 3A

Suffolk County, NY

Fire Island Inlet to Montauk Point

CONTRACTOR:

FUNDED BY:

ACTIVITIES

DISTRICT ENGINEER: COLONEL David Caldwell

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL LOCAL REQUIREMENTS CONCERNING PROHIBITED

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 1.

2.

5. 5.

1.

2.

reinforce installation as shown. 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to 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.

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.

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"). **

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.

00 90 00-1

Section 00 90 00

Wage Rates

(To be provided by Contracting)

00 90 01-1

Section 00 90 01

Report of Operations Form

00 90 01-2

00 90 01-3

Section 00 90 02

Water Quality Certificate

Section 00 90 03

BORROW AREA COORDINATES

AND

Vibracore Information and Grain Size Distribution Curves

00 90 03 pg 1

FIMP 3A Borrow Specification Section

Borrow Area Boundary Coordinates in NAD83 Long Island Lambert Coordinate System in ft.

Corner Easting Northing 3A-1 1,232.769.8 170,373.8 3A-2 1,238,607 166,176 3A-3 1,238,511 165,090 3A-4 1,231,760 169,941

Core Coordinates in NAD83 Long Island Lambert Coordinate System in ft.

Core ID Easting Northing 1997-2 1,233,851.8 166,587

1995 FII-2 1,231,460 170,299.6

1995 FII-3 1,232,251.9 171,856.1

1979-2-08 1,229,187 171,362.3 1979-2-09 1,231,475 169,647.6

ICONS 71 1,231,230 170,013

ICONS 71 Vibracore Information Length of Core in ft: 8.4

Mean Grain Size in mm: 0.49

Standard Deviation in phi units (where diam=2^(-phi)): 0.57

00 90 03 pg 2

1997-2 Vibracore Information

00 90 03 pg 3

00 90 03 pg 4

00 90 03 pg 5

00 90 03 pg 6

00 90 03 pg 7

00 90 03 pg 8

00 90 03 pg 9

00 90 03 pg 10

00 90 03 pg 11

00 90 03 pg 12

00 90 03 pg 13

1995 FII-2 Vibracore Information

00 90 03 pg 14

00 90 03 pg 15

00 90 03 pg 16

00 90 03 pg 17

1995 FII-3 Vibracore Information

00 90 03 pg 18

00 90 03 pg 19

00 90 03 pg 20

00 90 03 pg 21

00 90 03 pg 22

1979-2-08 Vibracore Information

00 90 03 pg 23

00 90 03 pg 24

00 90 03 pg 25

1979-2-09 Vibracore Information

00 90 03 pg 26

00 90 03 pg 27

00 90 03 pg 28

Section 00 90 04

Engineering Plans

For

Demolition of Deck Structures, Demolition of Residential Structure, Relocation of Residential Structure, and Existing Septic System Abandonment or Construction of Septic System

All Engineering Plans for various Demolition of Deck Structures, Demolition of Residential Structure, Relocation of Residential Structure, and Existing Septic System Abandonment or Construction of Septic System are included as part of this solicitation W912DS-16-B-0001 Plans and Specification and are posted in the FBO with the Plans and Specification, as attachments.

FIMI Contract 3A - Fair Harbor to Seaview, Suffolk County, NY FIMIFHSEAV

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 35 AIR EMISSIONS REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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 10 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 18 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

02 41 01 RESIDENTIAL STRUCTURES DEMOLITION AND RELOCATION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER AND MISCELLANEOUS TIMBERWORK

06 13 34.00 18 VEHICULAR DUNE CROSSOVER

06 13 35.00 18 STABILIZATION MAT DUNE CROSSOVERS

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 24 00.00 18 BEACH FILL PLACEMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 10.00 18 SAND FENCE

32 94 00 DUNE VEGETATION PLAN

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 35 AIR EMISSIONS REQUIREMENTS

the management of non-hazardous construction and demolition waste materials

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

special inspection and testing for seismic-resisting systems when required by paragraph 3.2 of FEMA 302 NEHRP

RECOMMENDED PROVISIONS FOR SEISMIC REGULATIONS FOR NEW

BUILDINGS AND OTHER STRUCTURES. This specification will apply only to buildings

01 32 01.00 18 PROJECT SCHEDULE

the preparation and maintenance of the project schedule for construction projects or design-build construction projects

01 33 00.00 18 SUBMITTAL PROCEDURES

procedures to be used in making submittals called for in other sections of the specifications

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property, and resources

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

use of the Quality Control System (QCS) for contract monitoring and administration.

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

special inspection and testing for seismic-resisting systems when required by paragraph 3.2 of FEMA 302 NEHRP

RECOMMENDED PROVISIONS FOR SEISMIC REGULATIONS FOR NEW

BUILDINGS AND OTHER STRUCTURES. This specification will apply only to buildings

01 56 10.00 18 ENDANGERED SPECIES OBSERVERS (HOPPER DREDGES ONLY)

work and site restrictions

01 57 20.00 10 ENVIRONMENTAL PROTECTION

environment protection during construction activities

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

the management of non-hazardous construction and demolition waste materials

01 78 00.00 18 CLOSEOUT SUBMITTALS

temporary construction facilities

PROJECT TABLE OF CONTENTS Page 1

DIVISION 02 - EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

the management of non-hazardous construction and demolition waste materials

02 41 01 RESIDENTIAL STRUCTURES DEMOLITION AND RELOCATION

the management of non-hazardous construction and demolition waste materials

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER AND MISCELLANEOUS TIMBERWORK

timber piers and timber work on other than timber piers

06 13 34.00 18 VEHICULAR DUNE CROSSOVER

special inspection and testing for seismic-resisting systems when required by paragraph 3.2 of FEMA 302 NEHRP

RECOMMENDED PROVISIONS FOR SEISMIC REGULATIONS FOR NEW

BUILDINGS AND OTHER STRUCTURES. This specification will apply only to buildings

06 13 35.00 18 STABILIZATION MAT DUNE CROSSOVERS

place scope here

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

furnishing, hauling, and placing the geotextile, complete, as specified and shown, and maintaining the geotextile until placement of the granular filter material, bedding material, and/or riprap cover is completed and accepted

31 24 00.00 18 BEACH FILL PLACEMENT

embankments and concrete structures placed on rock foundations, including rock surface cleanup operations and all operations on the rock surface to make that surface acceptable for the placement of embankment or concrete

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 10.00 18 SAND FENCE

temporary construction facilities

32 94 00 DUNE VEGETATION PLAN

installing trees, shrubs, ground cover, and vines

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

PROJECT TABLE OF CONTENTS Page 2

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 35

AIR EMISSIONS REQUIREMENTS

PART 1 GENERAL

1.1 BACKGROUND

The Contractor shall comply with the air emissions requirements of this section which are intended to ensure compliance with the Federal Clean Air Act.

1.2 PRE-OPERATIONAL PLANNING AND REPORTING

The Contractor shall retain an independent firm having a minimum of 3 years of experience in calculating air emissions for equipment in the utility, process, construction or manufacturing industries to assist the Contractor in fulfilling the requirements of this section.

The Contractor shall submit the Project Air Emissions Calculator information within 30 calendar days of notice of contract award.

The Project Air Emissions Calculator will be provided electronically to the Contractor by the Government on or shortly after notice of contract award. The Contractor shall complete the calculator by entering information on all diesel powered equipment anticipated to be used in performance of the contract and the anticipated number of hours of operation of each piece of equipment in each calendar year that work is expected to take place. The calculator submittal shall be made in the same format as the original Project Air Emissions Calculator provided by the Government.

1.3 OPERATIONAL MONITORING, RECORDKEEPING AND REPORTING

Provide monthly information listed below during the execution of the contract:

1.3.1 Monthly Air Emissions Calculator and Narrative

The Monthly Air Emissions Calculator will be provided to the Contractor by the Government at the start of work and at the beginning of each calendar year in which work take place.

The Monthly Air Emissions Calculator and Narrative shall be updated monthly and submitted electronically to the COR. Updated calculator, narrative and other information associated with this task are due 10 calendar days after the end of each month. The updated monthly calculator submittal shall be made in the same format as the original Air Emissions Calculator provided by the Government.

The Monthly Air Emissions Calculator shall be updated monthly to reflect actual hours worked, equipment actually used, actual emission control methods used during the previous month, and a projection of remaining work on the contract during the calendar year; and

A Narrative explaining the changes from the Project Air Emissions Calculator (submitted within 15 calendar days after award) to the updated

SECTION 01 11 35 Page 1

Monthly Air Emissions Calculator shall be submitted.

1.3.2 Certification

Provide a Certification from an independent Air Emissions Consultant stating that the information provided in paragraph 1.3.1 is accurate and that any technologies, techniques, or methods used to reduce emissions are approved by the U.S. Environmental Protection Agency (EPA).

The Contractor shall be required to measure and record the following parameters within the 3-nautical mile line of the coast: date and time, engine hours of operation, and fuel use rates on all diesel-powered engines associated with actual dredging equipment and the auxiliary power generators and pumps. This information can be obtained by downloading data from the electronic engine management control system, if available.

The submittals shall be in one of the following file formats: (1) text format, either comma or tab delimited or (2) Microsoft Excel. Submittals will be rejected that require proprietary software for access.

1.4 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

Submit within 15 calendar days of notice of contract award.

Monthly Air Emissions Calculator ; G, RO

Update and submit monthly.

Narrative ; G, RO

Update and submit monthly.

Certification ; G, RO

Provide from an independent Air Emissions Consultant.

1.5 RETAINAGE AND REDUCTION IN CONTRACT PRICE

Failure of the Contractor to provide the associated documents in compliance with requirements in paragraphs 1.2 and 1.3 will result in retainage and reduction in contract price.

1.6 MEASUREMENT AND PAYMENT

No separate payment shall be made for this item.

PART 2 PRODUCTS

Not Used.

SECTION 01 11 35 Page 2

PART 3 EXECUTION

NOT USED.

-- End of Section --

SECTION 01 11 35 Page 3

U.S. Army Corps of Engineers - New York District Contract: FIMI 3A, NY

MONTH:

YEAR: 2016 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: the beach from Fair Harbor to Seaview, Suffolk County, New York

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 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. This .pdf set shall contain active bookmarks linking to each drawing in the set. The initial view of this set shall conform to the following settings: Layout and Magnification/Navigation Tab set to Bookmarks Panel and Page. Layout and Magnification/Page Layout set to Single Page. Layout and Magnification/Magnification set to Fit Page. (For further information on tagged .pdf documents refer to this website:

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

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

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

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

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

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

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

1.5 HARD COPY TRANSMITTALS

A transmittal letter shall accompany each electronic digital media submittal to the Government. The transmittal letter shall be dated and signed by the appropriate Contractor's representative. The transmittal letter shall be provided to the Government on 8-1/2-inch by 11-inch paper. An electronic copy of the transmittal letter in .pdf format shall also be provided on the electronic digital media submitted to the Government. The transmittal letter shall contain, as a minimum, the following information:

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

(2) List of all new symbol cells created for the project, which were not provided to the Contractor with the Government-furnished materials. List of all new figures, symbols, tables, schedules, details, and other cells created for the project, which were not provided to the Contractor with the Government-furnished materials, and any associated properties. List of

SECTION 01 12 00.00 18 Page 2 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."

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

SECTION 01 12 00.00 18 Page 3

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 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 the design (if design-build projects) and construction sequences, is required. The scheduling of design and 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

SECTION 01 32 01.00 18 Page 2 provide all required information will result in the disapproval of the 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 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

SECTION 01 32 01.00 18 Page 3 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, review and acceptance of design packages.

b. Submission and approval of as-built drawings.

c. Contractor's pre-final inspection.

d. Correction of punchlist from Contractor's pre-final inspection.

e. Government's pre-final inspection.

f. Correction of punch list from Government's pre-final inspection.

g. 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 activitity 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.

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

SECTION 01 32 01.00 18 Page 4 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 based upon the phase of work in which the activity occurs. Code activities to either a Design Phase or a Construction Phase . Code fast track design and construction phases proposed by the Contractor to allow filtering and organizing the schedule by fast track design and construction packages. If the contract specifies construction phasing with separately defined performance periods, identify a Construction Phase Code to allow filtering and organizing the schedule accordingly. Each activity shall have only one Phase of Work code.

3.3.2.12 Category of Work Coding (CATW)

Assign Category of Work Code to all Activities based upon the category of work to which the activity belongs. Category of Work Code must include, but is not limited to: Design, Design Submittal, design reviews, review conferences, permits, submittals, Construction Submittal approvals, Acceptance, Procurement, Fabrication, Delivery, Weather Sensitive Installation, Non-Weather Sensitive Installation, Start-Up, Test and Turnover. Assign a Category of Work Code to each activity. Each activity shall have only one Category of Work Code.

SECTION 01 32 01.00 18 Page 5

3.3.2.13 Definable Features of Work Coding (FOW1, FOW2, FOW3)

Assign a Definable Feature of Work Code to appropriate activities based on the definable ture of work to which the activity belongs. Definable Feature of Work is defined in Specification Section 01 45 04.00 18 CONTRACTOR QUALITY CONTROL. An activity shall not have more than one Definable Feature of Work Code. Not all activities are required to be Definable Feature of Work Coded.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is acknowledged by the Contractor. Schedule activities on a calendar to which the activity logically belongs. Activities may be assigned to a 7 day calendar when the contract assigns calendar day durations for the activity such as a Government Acceptance activity. If the Contractor intends to perform physical work less than seven days per week, schedule the associated activities on a calendar with non-work periods identified including weekends and holidays. Assign the Category of Work Code - Weather Sensitive Installation to those activities that are weather sensitive.

Original durations must account for anticipated normal adverse weather.

The Government will interpret all work periods not identified as non-work periods on each calendar as meaning the Contractor intends to perform work during those…