Specs.pdf

New York District

Demolition of Buildings 1 & 2

FY 19

Northport Veterans Affairs Medical Center Northport, New York

Specifications 100% Final Design Submittal Volume I

Contract Number: W912DS-18-D-0004 Task Order Number: W912DS-19-F-0031 PN Number: 114841

February 2020

114841 USCOE - Northport VAMC, Demolition of Buildings 1 & 2

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 01 COVER SHEET

00 00 02 CHECK LIST FOR BIDDERS

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 22 10 TECHNICAL PROPOSAL DESIGN -BID-BUILD SELECTION PROCEDURES

00 24 00 EVALUATION FACTORS FOR AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 90 00 WAGE RATES

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 65 00 UNDERGROUND STORAGE TANK REMOVAL

02 66 00 SELECT FILL AND TOPSOIL FOR LANDFILL COVER

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 16 19 CONCRETE CURBS AND SIDEWALKS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 00 00 01

COVER SHEET

01/18

PART 1 GENERAL

NEW YORK DI STRI CT

CORPS OF ENGI NEERS

NEW YORK, NEW YORK 10278- 0090

I NVI TATI ON FOR BI DS

FOR

NORTHPORT VETERANS AFFAI RS MEDI CAL CENTER

DEMOLI TI ON OF BUI LDI NGS 1 & 2

NORTHPORT, NEW YORK

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-18-_-00XX

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 16).

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 16 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-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 MILTARY PROGRAM PROCUREMENT AND IS FUNDED BY THE

DEPARTMENT OF DEFENSE. BUY AMERICAN ACT - CONSTRUCTION MATERIALS (MAY

1993) IN ACCORDANCE WITH FAR 52.225-5 DOES NOT 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 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

DOCUMENT 00 00 01 Page 1 accepted. Submission of such documents may render the bid or offer non-responsive and ineligible for award.

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DOCUMENT 00 00 01 Page 2

SECTION 00 00 02

CHECK LIST FOR BIDDERS

01/18

PART 1 GENERAL

ATTACHED IS IFB NO. W912DS-[___]

NORTHPORT VETERANS AFFAI RS MEDI CAL CENTER

DEMOLI TI ON OF BUI LDI NGS 1 & 2

NORTHPORT, NEW YORK

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 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?

____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.)

____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.)

DOCUMENT 00 00 02 Page 1

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.

PART 2 PRODUCTS

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DOCUMENT 00 00 02 Page 2

SECTION 00 10 00

SF 1442 AND BIDDING SCHEDULE

03/18

PART 1 GENERAL

1.1 SF 1442 SOLICITATION, OFFER, AND AWARD

To be provided by Contracting Division.

1.2 NOTE:

To be provided by Contracting Division.

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DOCUMENT 00 10 00 Page 2

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

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DOCUMENT 00 21 16 Page 1

DOCUMENT 00 21 16 Page 2

SECTION 00 22 10

TECHNICAL PROPOSAL DESIGN -BID-BUILD SELECTION PROCEDURES

09/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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PART 3 EXECUTION

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DOCUMENT 00 22 10 Page 1

DOCUMENT 00 22 10 Page 2

SECTION 00 24 00

EVALUATION FACTORS FOR AWARD

06/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 24 00 Page 1

DOCUMENT 00 24 00 Page 2

SECTION 00 45 00

REPRESENTATIONS AND CERTIFICATIONS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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PART 3 EXECUTION

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DOCUMENT 00 45 00 Page 1

DOCUMENT 00 45 00 Page 2

SECTION 00 72 00

CONTRACT CLAUSES

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 72 00 Page 1

DOCUMENT 00 72 00 Page 2

SECTION 00 90 00

WAGE RATES

06/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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PART 3 EXECUTION

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DOCUMENT 00 90 00 Page 1

DOCUMENT 00 90 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

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 270 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(FAR 52.212-3)

b. The Contractor shall furnish all labor, materials, equipment, and services for the following work: construction as described in the solicitation package.

c. 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 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $5,000,000.00 and $10 ,000,000.00.

1.2.2 Project Description

The complete demolition of buildings 1 and 2 at Northport Veterans Affairs Medical Center (VAMC) in Northport, New York to include abatement of asbestos containing materials (ACM) and other environmental hazardous materials (i.e., lead based paint, etc.), removal of both buildings 1 and 2 in their entirety, inclusive of footings, foundations, and basement level. Cap and remove underground site utility lines, such as steam, electric, communications, sanitary, storm, and water to the extent as shown in the Contract Drawings. Remove Site features such as concrete sidewalk and landscape features (trees/shrubs). Fill excavation from demolition operations with bank run stone. Finish surface with either clean gravel and/or topsoil and seed as noted/illustrated in the Contract Plan Set Drawings.

1.2.3 Location

The Work is located at the Northport VAMC in Northport, New York, approximately as indicated. The exact location on-site will be shown in the Contract Plan Set Drawings.

1.3 OCCUPANCY OF PREMISES

The building(s) are abandoned and not occupied during performance of Work under this Contract.

SECTION 01 11 00 Page 1

Before Work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment.

1.4 EXISTING WORK

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

1.5 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

Do not inflict damage upon land and properties outside the authorized construction area by unwarranted entry upon, passage through, damage to, or disposal of, material on such land or property. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, land or facilities outside the contract area. If such an agreement is made, it must be in writing and a copy shall be provided to the Contracting Officer. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if Work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on Contract Drawings, within area of Work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction Site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.7 SALVAGE MATERIAL AND EQUIPMENT

The Government does not require the Contractor to salvage any existing equipment or material being demolished as part of this Contract.

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

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SECTION 01 11 00 Page 3

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SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G , RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 1

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 4 p.m., Monday through Friday, excluding Government holidays.

1.3.3 WORKING CONDITIONS

Comply with paragraph Fatigue Management Plan (FMP) of EM 385-1-1 .

1.3.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.5 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied.

1.3.6 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to four hours. This time limit includes time for deactivation and reactivation.

d. Operation of VAMC Utilities: The Contractor must not operate nor disturb the setting of control devices in the VAMC utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

SECTION 01 14 00 Page 2

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SECTION 01 14 00 Page 3

SECTION 01 14 00 Page 4

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

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

1.1.1 Mobilization and Demobilization

1.1.1.1 Mobilization

Mobilization must include all costs for preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and other work performed prior to actual commencement of work. The Contractor must furnish and set up necessary general facilities, as are required by local, county, state or Federal laws, regulations or codes. The cost of required insurance and bonds and/or any other similar significant initial expense required for the initiation of the contract work must be included in this item. The determination of the adequacy of the Contractor's facilities, except as required by local, county, state or Federal laws or regulations, must be made by the Contractor.

1.1.1.2 Demobilization

Demobilization must consist of all activities and costs for movement of personnel, equipment, and supplies/materials not used in this contract, including the disassembly, removal and site cleanup of any temporary offices, buildings, or other facilities assembled on the site for this contract. Upon completion of work, the Contractor must restore all access areas to the same conditions as prior to the start of work. The Contractor must mark the positions of each grade stake, and remove them after completion of the project. Contractor must be held responsible for accounting for 100% removal of all grade stakes, as they pose a serious public safety hazard as the fill erodes and any remaining stakes become exposed in the surf. All stakes should be metal pipes, so that they can be pulled out intact, and located with a metal detector, if necessary.

1.1.1.3 Payment Schedule

All costs connected with the mobilization and demobilization of the Contractor's personnel, equipment, supplies, and materials will be paid for the contract lump sum price for this item. 60 percent of the lump sum

SECTION 01 22 00.00 10 Page 1 price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining 40 percent will be included in the final payment for work under this contract.

In the event that the Contracting Officer and/or his representative (COR) considers that the amount in this item which represents mobilization (60%) does not bear a reasonable relation to the cost of work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of his bid. Failure to justify such price to the satisfaction of the Contracting Officer/COR, will result in payment, upon completion of mobilization, of actual mobilization costs as determined from the cost data submitted by the Contractor. Payment for the remainder of this item will be included in final payment for work under this contract. The determination of the Contracting Officer/COR is not subject to appeal.

1.1.2 Demolition/Deconstruction – Building 1

1.1.2.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of Building 1, as indicated.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Demolition/Deconstruction – Building 2

1.1.3.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of Building 2, as indicated.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Demolition/Deconstruction – Tunnel

1.1.4.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of the tunnel, as indicated.

1.1.4.2 Unit of Measure

Unit of measure: job.

1.2 UNIT PRICE PAYMENT ITEMS

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

SECTION 01 22 00.00 10 Page 2

1.2.1 Excavation

1.2.1.1 Payment

Payment will be made for costs associated with excavation as part of removal and demolition operations, which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.2.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2 UST Removal and Disposal

1.2.2.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of underground tanks.

1.2.2.2 Measurement

Removal of underground storage tanks for which payment will be made, will be measure per item.

1.2.2.3 Unit Of Measure

Unit of Measure: EA

1.2.3 ACM Remediation

1.2.3.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of asbestos containing materials (ACM).

1.2.3.2 Measurement

Removal of ACM for which payment will be made, will be measure by area.

1.2.3.3 Unit Of Measure

Unit of Measure: SF

1.2.4 LBP Remediation

1.2.4.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of lead based paints (LBP).

SECTION 01 22 00.00 10 Page 3

1.2.4.2 Measurement

Removal of LBP for which payment will be made, will be measure by area.

1.2.4.3 Unit Of Measure

Unit of Measure: SF

1.2.5 PCB Remediation

1.2.5.1 Payment

Payment will be made for costs associated with operations necessary for the removal and disposal of Polychlorinated biphenyls (PCB).

1.2.5.2 Measurement

Removal of LBP for which payment will be made, will be measure by volume.

1.2.5.3 Unit Of Measure

Unit of Measure: GAL

1.2.6 Site Restoration

1.2.6.1 Payment

Payment will be made for costs associated with operations necessary for site restoration.

1.2.6.2 Measurement

Site restoration for which payment will be made, will be measure by area.

1.2.6.3 Unit Of Measure

Unit of Measure: ACRE

1.3 CONTAMINATED SOIL REMOVAL

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

1.3.1 Unit of Measure

Unit of measure: cubic yard.

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PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

SECTION 01 22 00.00 10 Page 5

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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.

SD-01 Preconstruction Submittals

Progress and Completion Pictures; G, RO

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document Site conditions prior to start of demolition operations. Provide monthly, and within one month of the completion of Work, digital photographs, 1600 by 1200 by 24 bit true color in JPEG file format showing the sequence and progress of Work. Take a minimum of 20 digital photographs each week throughout the entire Project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice digital photographs via e-mail or AMRDEC SAFE, cumulative of all photos to date. Indicate photographs demonstrating environmental protection procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report.

Photographs provided are for unrestricted use by the Government.

The Northport VAMC will document the current conditions of Buildings 1 and 2 using the following format:

a. Photographs:

(1) Photographs submitted as documentation should be clear, SECTION 01 30 00 Page 1 well-composed, and provide an accurate visual representation of the property and its significant features. Submit as many photographs as needed to depict the current condition and significant features of the property.

(2) Digital photographs should be taken using a ten (10) mega pixel or greater digital SLR camera.

(3) Images should be saved in Tag Image File Format (TIFF) or RAW format images. This allows for the best image resolution. RGB color digital TIFFs are preferred.

(4) Selected images for documentation package should be printed as follows: 3-5, 8 by 10 inch views of the overall facility.

Sufficient 5 by 7 inch additional images to fully document the present condition of all buildings of the facility (several interior images representing open spaces as well as representative images of typical rooms).

(5) Several historic images (if available) depicting the facility should be reprinted at the 5 by 7 inch size and included in the documentation.

(6) Images should be printed on a high-quality color printer on compatible high quality photographic paper stock (HP printer use HP paper, Epson printer use Epson paper).

(7) Each photograph must be numbered and the number must correspond to the photograph number on a photo log or key. For simplicity, the name of the photographer, photo date, etc., may be listed once on the photograph log and doesn't need to be labeled on every photograph.

(8) Write the label information within the white margin on the front of the photograph using an archival photo labeling pen. Label information can also be generated by computer and printed directly on the white margin (no adhesive labels).

(9) Do not print information on the actual image - use only the photo margin or back of the photograph for labeling.

(10) At a minimum, photographic labels must include the following information: Photograph number, name of the property, county, and State.

(11) Photos should be placed in archival quality photo sleeves. Two

(2) sets of images should be produced.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this Contract. Provide other insurance coverage as required by the State of New York law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all Contract Requirements of Section 02 81 00 TRANSPORTATION

AND DISPOSAL OF HAZARDOUS MATERIAL, 02 82 00 ASBESTOS REMEDIATION, 02 83 00

LEAD REMEDIATION, and 02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED

SECTION 01 30 00 Page 2

BIPHENYLS (PCB's), assigned to the Designated Competent Person, directly with a first tier subcontractor.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the Job Site at all times during the performance of Contract Work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.7.2 Superintendent Qualifications

The Project Superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the Project Superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the Project if the performance of the Superintendent is in question.

For routine projects where the Superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the Superintendent must have qualifications in accordance with that Section.

1.7.2.1 Duties

The Project Superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the Project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this Contract until the Work is completed and accepted.

1.7.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the Contract and for failure to manage the Project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the Work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 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

SECTION 01 30 00 Page 3 that the reduction would be to the advantage of the Government.

1.9 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.

1.10 PRECONSTRUCTION MEETING/CONFERENCE

After award of the Contract but prior to commencement of any work at the Site, meet with the Contracting Officer and VAMC Representatives to discuss and develop a mutual understanding relative to the administration of the safety program, preparation of the schedule of prices or earned value report, Shop Drawings, and other submittals, scheduling programming, prosecution of the Work, and clear expectations of the Work. Major Subcontractors who will engage in the Work must also attend.

The Contractor must provide at this conference the following items as indicated:

a. Initial Project Schedule; section 01 32 01.00 10 Project Schedule

b. Accident Prevention Plan (APP); section 01 35 26 Governmental Safety Requirements

c. Contractor Quality Control (CQC) Plan; section 01 45 00.00 10 Quality Control

d. List of Contact Personnel; section 01 14 00 Work Restrictions

e. Letter appointing Superintendent

1.11 FAR 52.211-12, LIQUIDATED DAMAGES--CONSTRUCTION

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 extension, the Contractor shall pay to the Government as liquidated damages, the sum of $1,387.00 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 increased costs occasioned the Government in completing the work.

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

SECTION 01 30 00 Page 4 daily amount of $347.00 per day commencing after 30 days of project transfer or after date required for project completion (including all extensions), whichever occurs later.

1.12 NO WAIVER BY GOVERNMENT

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

1.13 CLAIMS PROCESSING PROCEDURES

The following shall be submitted to the Contracting Officer at the following address: US Army Corps of Engineers, New York District, 26 Federal Plaza, Room 1843, NY, NY 10278-0090:

a. Claims referencing or mentioning the Contracts Disputes Act of 1978.

b. Request for a written decision by the Contracting Officer.

c. Claims certified in accordance with the Contract Disputes Act of 1978.

No other Government representative is authorized to accept such a request. A copy shall also be provided to the authorized Contracting Officer's Representative. The Contractor shall also provide the Contracting Officer with a copy of requests for additional time, money, or interpretation of contract requirements which were provided to the authorized representative of the Contracting Officer that have not been resolved after 90 days.

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

(a) Pursuant to FAR 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site shall be limited to:

(1) Materials which have been approved, if required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(b) Payment for materials delivered off-site shall be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site.

1.15 PROGRESS PAYMENTS

See FAR Clause 52.232-16 PROGRESS PAYMENTS for any item of work in the bid schedule.

1.16 PRICING OF ADJUSTMENTS

When costs are a factor in any determination of a contract price

SECTION 01 30 00 Page 5 adjustment pursuant to the Changes clause or any other clause of this contract, such costs shall be in accordance with Part 31 of the Federal Acquisition Regulation and DFARS 252.215-7000 (Dec. 1991) as follows:

PRICE ADJUSTMENTS (DEC 2012)

The term “pricing adjustments”, as used in paragraph (a) of the clauses entitled “Price Reduction for Defective Certified Cost or Pricing Data-Modifications”, “Subcontractor Certified Cost or Pricing Data,” and “Subcontractor Certified Cost or Pricing Data- Modifications,” means the aggregate increases and/or decreases in cost plus applicable profits.

1.17 LABOR-ADDITIONAL REQUIREMENTS

Fringe benefits statement: The method of payment of applicable fringe benefits will be indicated on DD Form 879, Statement of Compliance, and attached to each weekly payroll.

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

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH CONSTRUCTION WAGE RATE REQUIREMENTS AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations.

When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://www.rmssupport.com/guides.aspx ) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry

SECTION 01 30 00 Page 6 rights; ability to produce contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

1.19 BID GUARANTEE

See contract clause entitled BID GUARANTEE in Specifications section

00 72 00 CONTRACT CLAUSES.

1.20 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after Contract Award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this Contract including, but not limited to Contract Documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use e-mail to notify the Contractor of campus access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple e-mail addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this e-mail address.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 30 00 Page 7

SECTION 01 30 00 Page 8

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G , RO

Preliminary Project Schedule; G , RO

Initial Project Schedule; G , RO

Periodic Schedule Update; G , RO

Narrative Report; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling demolition projects similar in size and nature to this Project with scheduling software that meets the requirements of this Specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this Specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the Contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this Specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at Project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire Project is required. The scheduling of demolition is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. working on the Project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a Project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

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.

SECTION 01 32 01.00 10 Page 2

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.