Long_Beach_Ct_2__RTA_SPECS_08DEC2017.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. 2

Beach Fill and Dune Crossing Structures

100% Submission

Specifications

8 DEC 2017

IFB NO. W912DS-18-B-0002

LEFT BLANK INTENTIONALLY

PROCUREMENT AND

CONTRACTING

REQUIREMENTS

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-18-B-0002

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-18-B-0002

Jones Inlet to East Rockaway Inlet Long Beach Island, New York

Coastal Storm Risk Management Project Contract No. 2

Beach Fill and Dune Crossing Structures

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

00 21 16 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. THE BIDDER IS RESPONSIBLE

TO ENSURE THAT THE BID IS SUBMITTED IN A TIMELY MANNER.

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR W912DS-18-B-0002

Jones Inlet to East Rockaway Inlet Long Beach Island, New York

Coastal Storm Risk Management Project

Contract No. 2

Beach Fill and Dune Crossing Structures

1. Attached is INVITATION FOR BIDS (IFB) NO.

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 00100).

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 00100 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00 60 00

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

Within Section 00 60 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-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).

6. This project is a Civil Works Program procurement and is not funded by the

Department of Defense. Buy American Act – Construction Materials (May 1993) in accordance with FAR 52.225-5 applies.

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

COVER SHEET

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 Contract 2 LONGBEACH2

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SF 1442 AND BID SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00.00 18 SPECIAL CONTRACT REQUIREMENTS

00 90 00 WAGE RATES

00 90 01 WATER QUALITY CERTIFICATE

00 90 02 TRANS-ATLANTIC SUBMARINE CABLES

00 90 03 WENTWORTH SCALE

00 90 04 CONTRACTOR'S FORMS

00 90 05 SOIL REPORTS

00 90 06 LONG BEACH UTILITY RESEARCH REPORT

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 35 AIR EMISSIONS REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

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

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

02 41 00 DEMOLITION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 CROSSOVER AND SUNSHELTER TIMBERWORK, UTILITIES, AND

MISCELLANEOUS METALS

06 13 34.00 18 VEHICULAR DUNE CROSSOVER

06 13 35.00 18 STABILIZATION MAT DUNE CROSSOVERS

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 24 00.00 18 BEACH FILL PLACEMENT

31 62 19 TIMBER MARINE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 10.00 18 SAND FENCE

PROJECT TABLE OF CONTENTS Page 1

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 --

PROJECT TABLE OF CONTENTS Page 2

PROCUREMENT AND

CONTRACTING

REQUIREMENTS

SECTION 00 10 00

SF 1442 AND BID SCHEDULE

06/17

PART 1 GENERAL

1.1 NOTE:

SF 1442 to be provided by Contracting Division. See BID SCHEDULE on next page.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 10 00 Page 1

Section 00 10 00

BID SCHEDULE

Hurricane and Storm Damage Reduction Project

Long Beach Contract #2 — Beachfill and Crossovers Long Beach, Nassau County, NY

ITEM ESTIMATED UNIT

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT .

BASE BID:

0001 Mobilization and 1 JOB LS $___________ Demobilization

0002 Hydraulic Beach Fill A 2,749,456 CY $_______ $___________ STA -4+00 to STA 179+58

0003 Hydraulic Beach Fill B 706,004 CY $_______ $___________ STA 179+58 to STA 254+65 STA 290+65 to STA 342+99

0004 Hydraulic Beach Fill C 626,000 CY $_______ $___________ STA 254+65 to STA 290+65

0005 Hydraulic Beach Fill Stockpile 38,000 (total) CY $_______ $___________ at STA 241+00, STA 288+00 and STA 297+00

0006 Hand Placement of Beach Fill 4000 CY $_______ $___________

0007 Demolition and Disposal of Existing Ramps 13 EA $_______ $___________ STA 46+00 to STA 144+00

0008AA PED Crossover (Type P1) 4 EA $_______ $___________ including utilities 0008AB PED Crossover (Type P2) 11 EA $_______ $___________ including utilities

0008AC PED Crossover (Type P3) 7 EA $_______ $___________ 0008AD PED Crossover (Type P4) 11 EA $_______ $___________ 0008AE PED Crossover (Type P5) 3 EA $_______ $___________ 0008AF PED Crossover (Type P6) 1 EA $_______ $___________ 0008AG PED Crossover (Type P7) 3 EA $_______ $___________

0009 PED/VEH Crossover (Type P/V) 1 EA $_______ $___________

0010 Gravel Crossover (Type V1) 5 EA $_______ $___________

0011 Dune Planting 22.5 AC $_______ $___________

0012 Sand Fence 64,000 LF $_______ $___________

0013 Vibration Monitoring 1 JOB LS $___________

0014 Stabilization Mats 2500 LF $_______ $___________

0015 Geotextile 3000 SY $_______ $___________

0016 Demolition and Disposal of Existing Sun Shelter 1 JOB LS $___________ at STA 335+50

0017 New Sun Shelter 1 JOB LS $___________ at STA 335+50

OPTIONS:

0018 Option #1: 60 JOB $_______ $__________ Piling for Comfort Stations and Lifeguard Headquarters 4 stations with 15 piles each, 12”dia, 25’deep, 40’long total

0019 Option #2:

Additional Insurance for State, 1 JOB LS $___________

County, Town and City IAW paragraph "Insurance Procured by Contractor”, section 007300

0020 Option #3:

Beachfill Work in front of 66,996 CY $________ $___________

Lido Beach Towne Houses between STA 250+00 and 256+50

0021 Option #4:

Beachfill Work in front of 133,544 CY $________ $___________

Lido Towers Condos between STA 176+00 and 184+50

TOTALS:

TOTAL BASE – NO OPTIONS (ITEMS 0001 thru 0017) $ ________________

TOTAL OPTIONS (ITEMS 0018 thru 0021) $_________________

TOTAL BASE PLUS OPTIONS (ITEMS 0001 thru 0021) $_________________

NOTES:

1. Tapering are included in the items and exact locations are on the plan sheets

2. Low bidder for the purpose of award will be the conforming bidder offering the lowest amount for the total base bid and optional bid items.

3. Any bid which is materially unbalanced may be rejected. An unbalanced bid is one, which is based on the prices significantly less than cost for some work and prices, which are significantly overstated for other work.

4. Bidders are required to bid on all items or their bids will be rejected.

5. Bidders are reminded that they must bid on the issued plans and specifications as amended. Any deviations, conditions, or attachments made by the bidder himself thereto may render the bid non-responsive and may be caused for its rejection.

6. If Option #1 is exercised, Bid item 0018, shall be exercised within 120 calendar days from issuance of the Base Bid Notice to Proceed (NTP). No Additional time will be added to the contract performance period. The Government is under no obligation to award any option and will not be awarded after the contract expires.

7. If Option #2 is exercised, Bid item 0019, shall be exercised within 60 calendar days from

8. If Option #3 is exercised, Bid item 0020, shall be exercised within 90 calendar days from

9. If Option #4 is exercised, Bid item 0021, shall be exercised within 90 calendar days from

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 21 16 Page 1

SECTION 00 45 00

REPRESENTATIONS AND CERTIFICATIONS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 45 00 Page 1

SECTION 00 72 00

CONTRACT CLAUSES

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 72 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00.00 18

SPECIAL CONTRACT REQUIREMENTS

03/15

PART 1 GENERAL

1.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.2 DFARS 236.204, Disclosure of the Magnitude of Construction Projects

1.3 GOVERNMENT RESIDENT MANAGEMENT SYSTEM AND CONTRACTOR QUALITY

CONTROL SYSTEM (QCS) MODULE

1.4 PRECONSTRUCTION CONFERENCE

1.5 COORDINATION PERIOD

1.6 ORDER OF WORK

1.7 FAR 52.211-12, LIQUIDATED DAMAGES

1.8 EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTORS

1.9 INSURANCE PROCURED BY CONTRACTOR

1.10 PERFORMANCE OF WORK BY THE CONTRACTOR

1.11 SUBMITTAL OF WORK TO BE PERFORMED BY THE CONTRACTOR

1.12 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.13 IMPLEMENTING WARRANTY

1.14 TRANS-ATLANTIC SUBMARINE CABLES

1.15 CERTIFICATES OF COMPLIANCE

1.16 VERIFICATION OF SMALL BUSINESS UTILIZATION

1.17 BID GUARANTEE

1.18 CONTRACT DRAWINGS,MAPS AND SPECIFICATIONS

1.19 RECORD DRAWINGS

1.20 AVAILABILITY OF CAD DRAWING FILES

1.21 PHYSICAL CONDITIONS

1.22 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.23 CRANE AND DRAGLINE SAFETY REQUIREMENTS

1.24 LAYOUT OF WORK

1.25 BULLETIN BOARD

1.26 AVAILABILITY AND USE OF UTILITY SERVICES

1.27 NO WAIVER BY GOVERNMENT

1.28 TIME EXTENSIONS (APR 1984)

1.29 FIELD OFFICE

1.30 PROCEDURES FOR SUBMISSION AND PAYMENT OF ALL CONTRACT PAYMENTS

1.31 PAYMENTS FOR MATERIALS DELIVERED OFF-SITE (52.232-5000)

1.32 PROGRESS PAYMENT

1.33 PRICING OF ADJUSTMENT

1.34 LABOR-ADDITIONAL REQUIREMENTS

1.35 DAMAGE TO WORK

1.36 FACILITIES

1.37 SITE INSPECTIONS

1.38 PROTECTION OF EXISTING STRUCTURES

1.39 52.223-3 - HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL SAFETY

DATA

1.40 CONSTRUCTION PROJECT SIGNS, PUBLIC SAFETY SIGNS

1.41 VEHICULAR AND OTHER TRAFFIC CONTROL

DOCUMENT 00 73 00.00 18 Page 1

1.42 ROAD CLOSURES AND UTILITY OUTAGES

1.43 ACCESS ROUTES, CONTRACTOR AREAS, DELIVERY, STORAGE AREA AND

VISITOR CONTROL

1.44 EXISTING PARKING

1.45 MAINTENANCE OF ACCESS ROADS

1.46 FIRE PROTECTION

1.47 SITE AND BUILDING SECURITY AND VEHICLE IDENTIFICATION

1.48 UTILITY LOCATION VERIFICATION

1.49 ARTIFACTS, PRESERVATION & PROTECTION OF HISTORICAL,

ARCHAEOLOGICAL AND CULTURAL RESOURCES

1.50 CONNECTION WITH WORK OF OTHER CONTRACTS

1.51 WORKING CONDITIONS, WORKING HOURS, AND NON-WORKING DAYS

1.52 COORDINATION OF TRADES

1.53 PARTNERSHIP IMPLEMENTATION PLAN

1.54 DIGGING PERMIT

1.55 COORDINATION CONFERENCES

1.56 PROGRESS MEETINGS

1.57 SUPERINTENDENCE OF SUBCONTRACTORS

1.58 CLAIMS PROCESSING PROCEDURES

1.59 SCHEDULING AND DETERMINATION OF PROGRESS

1.60 PROCEDURES FOR SUBMISSION AND PAYMENT OF ALL CONTRACT PAYMENTS

1.61 QUALIFICATIONS FOR CONDUCT OF ELECTRICAL WORK

1.62 DEPARTMENT OF ARMY RADIATION PERMITS

1.63 COMPLIANCE WITH ENDANGERED SPECIES ACT

1.64 (S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (2011)

1.65 QUANTITY SURVEYS

1.66 POST CONSTRUCTION CLEAN UP

1.67 FINAL EXAMINATION AND ACCEPTANCE

1.68 PLANT

1.69 SIGNAL LIGHTS

1.70 NAVIGATION AIDS

1.71 SEAGOING BARGE ACT (46 USC 395 Et Seq)

1.72 OBSTRUCTION OF CHANNEL

1.73 BRIDGE-TO-BRIDGE COMMUNICATIONS

1.74 OIL TRANSFER OPERATIONS (NAP-1/81)

1.75 NOTIFICATION OF WORK

1.76 CONTRACT INFORMATION RELEASE

1.77 POINT OF CONTACT (POC)

PART 2 PRODUCT

2.1 Not Used

PART 3 EXECUTION

3.1 Not Used

-- End of Section Table of Contents --

DOCUMENT 00 73 00.00 18 Page 2

SECTION 00 73 00.00 18

SPECIAL CONTRACT REQUIREMENTS

03/15

PART 1 GENERAL

1.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. The Contractor shall be required to (i) commence work under this contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and

(iii) complete the entire work ready for use, not later than 490 calendar days after the date the Contractor receives the notice to proceed.

b. Location: The site of work is located at the City of Long Beach, Nassau County and the Town of Hempstead, New York .

c. The Contractor shall furnish all labor, materials, equipment, and services to perform the work as indicated.

d. All work shall be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

1.2 DFARS 236.204, Disclosure of the Magnitude of Construction Projects

This project is estimated between $ 50M and $ 100M.

1.3 GOVERNMENT RESIDENT MANAGEMENT SYSTEM AND CONTRACTOR QUALITY CONTROL

SYSTEM (QCS) MODULE

The Government will utilize an in-house Contract Administration program entitled "Resident Management System" (RMS). The Contractor shall utilize a Government furnished Quality Control System (QCS) Programming Module.

See Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM) for requirements.

1.4 PRECONSTRUCTION CONFERENCE

a. The Contracting Officer, or his Representative, will arrange a preconstruction conference after award of contract and before commencement of work. The Contracting Officer's representative will notify the Contractor of the time and date set for the meeting. At this conference, the Contractor shall be oriented with respect to Government procedures and line of authority, contractual, administrative, and construction matters.

Additionally, a schedule of required submittals will be discussed.

b. The Contractor shall bring to this conference the following items in either completed or draft form:

-The Contractor's order of work -Accident Prevention Plan (See Accident Prevention Clause in Section 00 72 00 and paragraph SAFETY AND HEALTH REQUIREMENTS MANUAL in this Section)

DOCUMENT 00 73 00.00 18 Page 1

-Quality Control Plan (See Section 01 45 00.00 10 QUALITY CONTROL) -Letter appointing Superintendent -List of subcontractors, if any -Environmental Protection Plan (See Section 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS)

-Placement Plan (See section 31 24 00.00 18 BEACH FILL PLACEMENT)

1.5 COORDINATION PERIOD

In addition to contract clause titled PRECONSTRUCTION CONFERENCE, the Contractor shall reserve a 2 workday period of time no later than one month following the contract preconstruction conference for coordination.

The Contractor's project management team responsible for this project shall participate. During the 2-day coordination period the Contractor and the Government will exchange information related to the government regulations and procedures, points of contact, relevant design information and general discussion about the execution and coordination of the project. The Contractor shall dedicate his management team for this 2-day coordination period.

1.6 ORDER OF WORK

The contractor shall proceed with the placement of beach fill in a continuous manner along the shoreline from the east to the west, or as directed and approved by the Contracting Officer Representative.

The contractor shall place beach fill in maximum 1,000 foot wide beach work zone/closure areas. More than 1 closure area shall be at the discretion of the COR and with coordination with local communities.

Access to the beach for the community shall be maintained at all time except within the active established beach fill work zone(s).

CITY OF LONG BEACH BOARDWALK AREA

Along the boardwalk in the City of Long Beach, new piles and cross bracings for pedestrian crossovers, bathrooms, and life guard stations to be built under this Contract shall be installed prior to the construction of the protective dune at each location. Manual sand placement will be required for the new dune where heavy equipment cannot access, plus any additional locations as directed by the COR. Decking shall be permitted only after the completion and acceptance of the dune fill at each location. The contractor shall maintain access to the beach in close proximity, no more than 50 feet from the work limit, to the crossover work area at all times during crossover construction. Temporary access to the beach across the new dune shall be provided via the existing ramps off the boardwalk when the new crossovers are under construction and prior to acceptance by the ACOE. The contractor shall place on-grade mesh stabilization mats extending from the bottom of the existing ramps to 15 feet seaward of the seaward toe of the new dune for temporary pedestrian access to the beach. Stabilization mats will have a slope no greater than 1:12 at all times. The on-grade mesh stabilization mats shall remain in place and be maintained for the duration of the crossover work until the acceptance of the new timber dune crossovers for beneficial use.

Demolition of existing ramps and removal of temporary pedestrian access ways shall be permitted only after completion and acceptance, by the COR, of new crossovers at each location. Demolition and removal of the existing ramps off the boardwalk shall commence immediately following the acceptance of the new timber crossover and be completed no less than 14 days after acceptance of the new timber crossover.

DOCUMENT 00 73 00.00 18 Page 2

During construction of the beach and dune fill in the boardwalk area, the public shall be directed to use other available beach access (i.e.

neighboring existing ramps, temporary access ways, or completed crossovers) outside the sand placement work zones.

Gravel vehicular crossovers shall be constructed after dune construction.

Temporary vehicle access shall be provided during construction of the vehicular crossovers; coordinate final location of temporary access with the COR prior to the start of construction of the vehicular crossovers.

EAST AND WEST OF THE BOARDWALK AREA

East and west of the boardwalk areas, new piles and cross bracings for the timber pedestrian and pedestrian/vehicular crossovers, bathrooms, and sun shelter to be built under this Contract shall be installed prior to the construction of the protective dune at each location. Manual sand placement will be required for the new dune where heavy equipment cannot access plus any additional locations as directed by the COR. Decking shall be permitted only after the completion and acceptance of the dune fill at each location. The contractor shall maintain access to the beach in close proximity to the crossover work area at a location satisfactory to local authorities at all times during crossover construction. The contractor shall provide temporary pedestrian access to the beach using specified stabilization mats or equal to be approved or as directed by the Contracting Officer. Stabilization mats will have a slope no greater than 1:12 at all times. The temporary access shall remain in place and be maintained for the duration of the crossover work until the acceptance of the new timber dune crossovers for beneficial use. Demolition of the existing crossovers shall be coordinated with construction of the new crossover to be built under this Contract at each location once temporary pedestrian access is provided. Damages to existing dunes and dune vegetation shall be minimized; any existing dune removed or altered for cross-over installation or temporary pedestrian access shall be restored and revegetated to meet pre-construction conditions at the minimum.

During construction of the beach and dune fill, the public shall be directed to use other available beach access (i.e. neighboring existing access ways, temporary access ways, or completed crossovers) outside the sand placement work zones.

Gravel vehicular crossovers shall be constructed after dune construction.

Temporary vehicle access shall be provided during construction of the vehicular crossovers; coordinate final location of temporary access with the COR prior to the start of construction of the vehicular crossovers.

1.7 FAR 52.211-12, LIQUIDATED DAMAGES

a. If a delay to the NTP date is a result of the Contractor, an extension will not be given. If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Contractor shall pay to the Government as liquidated damages, the sum of $ 5,120.00 for each day of delay.

b. If the Government terminates the Contractor's right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for final completion of the work together with any increased costs occasioned the Government in completing the work.

DOCUMENT 00 73 00.00 18 Page 3

c. If the Government does not terminate the Contractor's right to proceed, the resulting damage will consist of liquidated damages until the work is completed or accepted. (FAR 52.212-5)

d. At a time before the project is physically complete but is functionally complete to the satisfaction of the Government, the Government at its sole discretion may agree to accept transfer of the facility or project provided that the remaining work to be done ("punchlist") is completed no later than 30 days from the date of transfer. In this case the contractor shall pay liquidated damages for punchlist items not completed in the daily amount of $ 1,280.00 per day commencing after 30 days of project transfer or after date required for project completion (including all extensions), whichever occurs later.

1.8 EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTORS

Notwithstanding the clause of this contract entitled “Subcontracts”, the Contractor shall not enter into a first-tier subcontract for an estimated or actual amount of $1 million or more without obtaining in writing from the Contracting Officer a clearance that the proposed subcontractor is in compliance with the equal opportunity requirements and therefore is eligible for award.

1.9 INSURANCE PROCURED BY CONTRACTOR

a. The Contractor shall procure and maintain during the entire period of this performance under this contract the attached insurance policies:

(1) Commercial General Liability Insurance in limits of not less than Five Million Dollars ($5,000,000) combined single limit per occurrence for bodily injury, death, personal injury and property damage, including but not limited to, coverage for Broad Form Property Damageproperty damage arising out of explosion, collapse or underground property damage hazards with a contractual liability endorsement covering the risks assumed and indemnification given by the New York State Department of Environmental Conservation (Non-federal sponsor), Nassau County, the City of Long Beach, and the Town of Hempstead, if any, under the Project Agreement and the State/City agreements (a copy of these agreements shall be furnished to the insurance underwriter);

the Commercial General Liability Policy shall not contain any provisions for exclusions from liability other than provisions for exclusion from liability forming part of the standard, basic, unamended, and unendorsed commercial liability policy; Such coverage shall not contain environmental exclusion clause and there shall be no exclusions for property damage arising out of explosion, collapse or underground property damage hazards and no exclusion for waterfront activities.

(2) The policies described above shall be endorsed (i) to include the City of Long Beach, Nassau County, the Town of Hempstead, New York and the State of New York Department of Environmental Conservation as additional insured and (ii) to provide that notice of an occurrence to the insurance company from any insured shall serve as notice from all insured.

(3) Maritime Protection and Indemnity Insurance and Chartered Legal Liability Insurance, where applicable, in limits of not less than Two Million Dollars ($2,000,000) combined single limit per

DOCUMENT 00 73 00.00 18 Page 4 occurrence for bodily injury, death, and property damage including coverage for masters and members of crews;

(4) Environmental liability insurance in limits of not less than One Million Dollars ($1,000,000) combined single limit per occurrence for bodily injury, death, and property damage.

( 5) Comprehensive Automobile Liability Insurance in limits of not less than five million dollars ($5,000,000) combined single limit per occurrence for bodily injury, death, and property damage covering all owned, non-owned and hired vehicles in connection with the work to be performed in connection with this permit.

( 6) Certificates of Insurance evidencing the issuance of all insurance required hereby, and guaranteeing at least thirty (30) days prior notice to the Government of cancellation or non-renewal, shall be delivered to the City of Long Beach, Nassau County, the Town of Hempstead, New York and the State of New York Department of Environmental Conservation , prior to entry of the Government's contractors upon the project area, or, in the case of new or renewal policies replacing policies expiring during the period, no later than thirty (30) days before the expiration dates of such expiring policies.

b. Prior to the commencement of work hereunder and within 5 calendar days of the award , the Contractor shall furnish a certificate or statement of the above required insurance to the Contracting Officer, NYS Department of Environmental Conservation, Nassau County, the City of Long Beach, and the Town of Hempstead . The policies and the certificate of insurance evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the NYS Department of Environmental Conservation, Nassau County, the City of Long Beach, and the Town of Hempstead in such insurance shall not be effective for such a period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than thirty (30) days after written notice thereof to the Contracting Officer and the NYS Department of Environmental Conservation and Nassau County, the City of Long Beach and the Town of Hempstead shall have the right, upon written notice, to receive copies of the policies required hereunder.

c. The Contractor shall insert the substance of this clause, including this paragraph (c), in subcontracts under this contract and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the contract. The Contractor shall maintain a copy of all subcontractors’ proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

d. At the Government’s direction, the Contractor will be required to submit to the Contracting Officer a certification from the Contractor’s insurance carrier that the amount inserted by the Contractor in the item entitled “Additional Cost for Insurance” of the Price Schedule represents only the additional premium paid by the Contractor as a direct result of the specific insurance requirements of this Section and excludes those premium costs which would have otherwise been incurred by the Contractor.

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e. At the Government’s direction, the Contractor shall furnish a computation from his insurance carrier, which sets-forth the elements of the said additional premium, including, but not limited to the following: the additional costs to NYS Department of Environmental Conservation, Nassau County, City of Long Beach, and the Town of Hempstead being named as an additional insured broken down by policy type; any other additional costs due to the insurance requirement and the nature thereof.

f. In this Section, the Contractor shall furnish a computation as to that amount, if any, of the premium costs of their existing insurance coverage they have allocated to the work of this contract. The Contractor shall indicate whether such attribution is pursuant to a standard formula or cost administration practice or was otherwise derived.

The Contractor agrees to insert the substances of this clause in all subcontracts hereunder.

g. The Government reserves the right to request a further elaboration with regard to this computation at any time.

h. The Contractor shall be reimbursed for the actual expense for the additional insurance up to the amount indicated, as substantiated by the information provided by the Contractors insurance carrier.

Contractor shall submit the following items to the government for payment and verification and only the actual amount will be reimbursed:

1- Insurance Policies 2- Certification of insurance 3- Proof of payments

Payment for the insurance procured by the Contractor under this paragraph shall be in lump sum or by the job, “Additional Cost for Insurance”, (see notes in Price Schedule)

1.10 PERFORMANCE OF WORK BY THE CONTRACTOR

The Contractor shall perform on the site, and with its own organization, work equivalent to at least twenty (20) percent of the total amount of work to be performed under the contract. This percentage may be reduced by supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

1.11 SUBMITTAL OF WORK TO BE PERFORMED BY THE CONTRACTOR

The Contractor shall furnish the Contracting Officer and/or his Representative, within five (5) days after award, items of work he will perform with his own forces and the estimated cost of those items. For the purposes of this contract, the percentage of work that must be performed by the Contractor is stated in Section 00 72 00 , FAR Clause 52.236-01.

1.12 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

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222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract.

The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance https://www.dol.gov/vets/ Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/ Army Wounded Warrior Program-http://wtc.army.mil/modules/employers/index.html U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org /

1.13 IMPLEMENTING WARRANTY

Refer to section 01 78 00 CLOSEOUT SUBMITTALS

1.14 TRANS-ATLANTIC SUBMARINE CABLES

Work under this contract will occur in areas known to contain Trans-Atlantic Submarine Cables, and these cables are indicated in Section 00 90 02. Landings and anchor positions to be used must maintain a standoff distance of 500 meters from the cables at all times. The contractor shall coordinate with the United States Coast Guard (USCG) and the cable owner to obtain the Route Property Line and coordinates.

1.15 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 4 copies.

Each certificates shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certification apply.

Copies of laboratory tests reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfying material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements (ECI 7-670.3)

1.16 VERIFICATION OF SMALL BUSINESS UTILIZATION

a. This clause is applicable to small business concerns whose contracts exceed $1,000,000.

b. In accordance with the clause at FAR 52.219-8, entitled UTILIZATION OF SMALL BUSINESS CONCERNS AND DISADVANTAGED BUSINESS CONCERNS, in effect on the date of this Contract, the Contracting Office may survey the extent of small and small disadvantaged business utilization under this Contract.

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The Contractor may be required to report to the Contracting Officer statistical data on the number and dollars amounts of subcontracting awards with small business and small disadvantaged businesses.

c. As appropriate, the Contracting Officer may require one or more follow-up reports to the initial report.

d. The Contractor agrees to insert this clause in any subcontract that may exceed $1,000,000, including this subparagraph d.

1.17 BID GUARANTEE

See contract clause entitled BID GUARANTEE in Specifications section

00 72 00 CONTRACT CLAUSES.

1.18 CONTRACT DRAWINGS,MAPS AND SPECIFICATIONS

See contract clause entitled CONTRACT DRAWINGS AND SPECIFICATIONS in Specifications section 00 72 00 CONTRACT CLAUSES.

For a listing of the contract drawings see Index Drawing.

1.19 RECORD DRAWINGS

See specifications section 01 78 00 CLOSEOUT SUBMITTAL for as-built and Record Drawings requirements for CAD Drafting Standard.

1.20 AVAILABILITY OF CAD DRAWING FILES

Refer to SOURCE DRAWING FILES in specifications section 01 78 00 CLOSEOUT

SUBMITTALS.

1.21 PHYSICAL CONDITIONS

Data and information furnished or referred to below is for the Contractor's information only. The Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

a. WEATHER CONDITIONS. The site is exposed to the ocean and construction operations will be affected by tide, wind and wave actions. Real-time data are available on the world wide web for NOAA National Data Buoy Center Station 44025 (LLNR830) - Long Island 30 NM South of Islip, NY, 40.251N,73.164W at http://www.ndbc.noaa.gov/station_page.php?station=44025 .

(1) Fog. An examination of the records of the U.S. Weather Bureau at John F. Kennedy International Airport, New York, discloses an average of 31 days per year on which dense fog (visibility of 1/4 mile or less) occurs in the New York Harbor area. The maximum number of days in which dense fog occurred in any year was 45 in 1959. The maximum number of days in which dense fog occurred in any month was 4 days in June.

(2) Winds. Wind conditions on the south shore of Long Island areas, based on historical data maintained by the National Weather Service's National Buoy Center ( http://www.ndbc.noaa.gov/station_page.php?station=44025 ) are as follows:

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Month Average Wind Velocity (KTS) Peak Wind Gust (KTS)

Jan. 16.4 20.1

Feb. 14.9 19.3

Mar. 13.8 18.0

Apr. 11.2 13.6

May 9.5 11.0

Jun. 9.5 11.3

Jul. 9.6 11.6

Aug. 9.8 12.0

Sep. 11.3 14.2

Oct. 13.0 6.6

Nov. 14.0 17.2

Dec. 16.1 20.6

Weather conditions exceeding in severity the conditions described above or average wind speeds over 30 miles per hour (26 kts) will be considered unusually severe weather if delays are caused thereby to operations under the contract.

b. ICE. Icing within the project vicinity is not anticipated. However, in the event that icing does occur, this will be considered to be unusually severe weather.

c. TRANSPORTATION. Lido Boulevard and Park Avenue provide access in the vicinity of the project area. The Atlantic Beach Bridge and the Loop Parkway Bridge provide access to the island in the west and east respectively. The Contractor shall make his own investigation of available roads for transportation, load limits of bridges and roads, and other road conditions affecting the transportation of materials, equipment, supplies and other facilities to the site. The Contractor shall also construct such temporary haul roads and bridges as may be necessary for the conduct of his work. Any such temporary construction shall be restored to its original condition at the completion of the contract. All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be the responsibility of the Contractor.

1.22 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This special contract requirement does not apply to terminations. See USACE Acquisition Instructions (UAI) 52.249-5000, Basis for Settlement of Proposals, and FAR PART 49.

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(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease- purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.23 CRANE AND DRAGLINE SAFETY REQUIREMENTS

In addition to meeting all applicable requirements of OSHA standards and Section 16 of the U. S. Army Corps of Engineers Manual, "Safety and Health Requirements", EM 385-1-1, in effect on the date of the solicitation, all cranes used in performing the work set forth in these specifications shall be equipped with geared boom hoists or otherwise provided with mechanisms which will prevent the booms from failing free. Cranes that are equipped with booms that can be lowered either by gravity or by power shall have the mechanisms for operating the booms by gravity made inoperative so that the booms cannot be lowered by gravity. The booms of all cranes and draglines shall also be equipped with shock absorbing type backstops to prevent them from overtopping. All cranes shall have a red strobe light and two flags attached to the end of the boom. The flags shall be 18-inches square and international orange in color. The strobe does not need to be flashing during daylight hours or when the boom is lowered to the ground at night. The strobe shall be flashing when operating during weather in which visibility is reduced or when operating at night. The strobe shall remain flashing if the boom remains elevated at night.

1.24 LAYOUT OF WORK

The contractor shall lay out his work from the dimensions indicated on the drawings and shall be responsible for all measurements in connection therewith.

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a. The plane of reference for elevations is in feet and referenced to the North American Vertical Datum (NAVD) of 1988. Grid System is in U.S.

survey feet and is the New York Long Island State Plane Coordinate System

(NAD83).

b. The Contractor will establish the following base lines and bench marks at the site of the work: (Monuments and bench marks as shown on the drawings).

c. From the baseline and benchmarks the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contacting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

d. The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.25 BULLETIN BOARD

Refer to section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, paragraph BULLETIN BOARD.

1.26 AVAILABILITY AND USE OF UTILITY SERVICES

Refer to section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, paragraph AVAILABILITY AND USE OF UTILITY SERVICES.

1.27 NO WAIVER BY GOVERNMENT

The failure of the Government, in any one or more instances, to insist upon the strict performance of any of the terms of this Contract or to exercise any option herein conferred shall not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

1.28 TIME EXTENSIONS (APR 1984)

a. Notwithstanding any other provisions of this contract, it is mutually understood that the time extensions for changes in the work will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements so delayed and that the remaining contract completion dates for all other portions of the work will not be altered and may further provide for an equitable readjustment of liquidated damages under the new completion schedule. (FAR 52.212 6)

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b. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER:

1. This provision specifies the procedure for determination of time extension for usually severe weather in accordance with the contract clause entitled “Default: (Fixed Price Construction).” In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

2. ADVERSE WEATHER FOR WORK: The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor’s progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

8 7 8 87 9 610 6 65 5 6 75 87

3. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor’s scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 2 above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled “Default (Fixed Price Construction)”.

1.29 FIELD OFFICE

a. The Contractor shall furnish, prior to the start of work, a lockable field office and equipment for the use of the Contracting Officer.

b. A lease commercial office space is acceptable as the field office.

c. The office shall be located in close proximity to the project site as directed by the Contracting Officer.

d. The following shall be submitted for approval:

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Equipment and Services:

No separate payment shall be made for providing the items below and all costs in connection therewith will be considered the obligation of the Contractor.

- Office space shall be a minimum of 2,000 SF, with lockable interior doors. The space (if rented in a building) shall be in good condition. The office shall contain at least two operable windows with screens.

- Two (2) enclosed bathrooms with hot and cold water.

- One (1) enclosed office of minimum dimensions of 12 feet x 12 feet.

- Partitioned open flat area to accommodate three (3) office cubicles and meeting area having a minimum of 1,400 SF.

- Four (4) office desks with lockable drawers (60 inches x 30 inches) laminated top and high-back cloth swivel chairs.

- Four (4) fire-proof, 4-drawer, legal-size lockable filing cabinets.

- Two (2) shelf sets, four-shelves high x 12…