Amendment_0001-_Oneonta_Water_Main.pdf

DOL-ETA-17-R-00009

X

X

5. PROJECT NO.

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NO.

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers X

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning ____1_____ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR AC- KNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 10-83)

is required to sign this document and return ___________ copies to the issuing office. is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

BY

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(No., street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(If applicable)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

(X)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

1 1

0001 12/08/2016 3724

ETA OCM JOB CORPS bramso

U.S. Department of Labor ETA/OCM/Division of Job Corps Procurement 200 Constitution Avenue, NW Room N-4643 Washington DC 20210

11/16/2016

N/A

Project Title: Building 1 – Interior Replacement of Main Water Line at the Oneonta Job Corps Center located in Oneonta, New York

1. The purpose of this amendment is as follows:

a. Attachment 1 - Replace the original scope of work, July 2016, Section C of the solicitation, with the revised version, dated December 8, 2016, attached in this amendment.

b. Attach the following item:

1) Attachment 2 – Pre-Bid Attendance Sheet, dated November 29, 2016

1) Attachment 3 – Partial Reference Mechanical Drawing for Building 1, dated January 1, 1979 – 1 page

2. Attachment 4 - Asbestos Abatement Summary Report, dated January 25, 2013 – 691 pages (Can be accessed at http://www.solicitationattachments.com/oneontawaterline)

Maria J. Pizarro, CPCM CFCM Branch Chief, Contracting Officer

Division of Job Corps Procurement/ A/E & Construction Eastern Branch http://www.solicitationattachments.com/oneontawaterline

DOL-ETA-17-R-00009 Section C Description/Specifications

C-1

CONSTRUCTION SCOPE OF WORK

FOR

3724 – BUILDING 1 – INTERIOR REPLACEMENT OF MAIN WATER LINE

AT THE

ONEONTA JOB CORPS CENTER

ONEONTA, NEW YORK

U.S. DEPARTMENT OF LABOR

PROJECT NO. 3724 July 2016 Revised: December 8, 2016 CSOW

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TABLE OF CONTENTS

I. GENERAL .......................................................................................................................... C-4 II. SPECIFIC REQUIREMENTS/INSTRUCTIONS .............................................................. C-4

A. LEGALLY MANDATED STANDARDS ..................................................................... C-4

1. Code of Federal Regulations ..................................................................................... C-4

2. National and State Building Codes ........................................................................... C-5

3. Permits and Licenses................................................................................................. C-5

B. JOB CORPS GUIDELINES ........................................................................................... C-5

1. JCH-814: Planning, Design, and Construction Administration Guidelines ............ C-5

C. OTHER STANDARDS.................................................................................................. C-5

1. Suistainability and Green Building Requirements .................................................... C-5

2. Energy Conservation ................................................................................................. C-6

3. Environmentaly Preferable Products ........................................................................ C-6

4. Existing Facility Investigative Survey ...................................................................... C-6

D. SPECIFIC INSTRUCTIONS .......................................................................................... C-6

1. Center Operation ....................................................................................................... C-6

2. Contractor Responsibilites ........................................................................................ C-7

3. Site Visit.................................................................................................................... C-7

4. Submittal Requiremnts.............................................................................................. C-8

5. Web-Based Project Management System ................................................................. C-8

6. Construction Drawings ............................................................................................. C-9

7. Work Scheduling ..................................................................................................... C-9

8. Site Visits – Construction Observation – Construction Progress Meetings ............. C-9

9. Availability of Existing Documents.......................................................................... C-9

E. SCHEDULE AND DELAYS ....................................................................................... C-10 III. USE OF THE SITE ........................................................................................................... C-10 IV. EXENT OF WORK ........................................................................................................... C-10

A. IMPROVEMENTS AND UTILITIES ......................................................................... C-10

1. Objectives ............................................................................................................... C-10

2. Utilites ..................................................................................................................... C-10

3. Investigation ............................................................................................................ C-10

B. GENERAL REQUIREMENTS .................................................................................... C-11

1. Architectural ........................................................................................................... C-11

2. Structural ................................................................................................................. C-11

3. Mechanical/Plumbing ............................................................................................. C-11

4. Electrical ................................................................................................................. C-12

5. Warranties ............................................................................................................... C-12

V. ACCEPTANCE OF WORK ............................................................................................. C-13 A. SUBSTANTIAL COMPLETION ................................................................................ C-13

B. FINAL INSPECTION ................................................................................................... C-14 VI. CONSTRUCTION REQRIREMENTS/SPECIFIC INSTRUCTIONS ............................ C-14

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A. SPECIFIC INSTRUCTION .......................................................................................... C-14

1. Quality Requirements ............................................................................................. C-14

2. Temporary Facilities ............................................................................................... C-14

3. Utility Connections ................................................................................................. C-15

4. Adherence to Scope of Work .................................................................................. C-15

5. Incindental Cutting and Pitching ............................................................................ C-15

6. Clean and Safe Area................................................................................................ C-15

7. Storage Materials .................................................................................................... C-15

8. Laydown Area ......................................................................................................... C-16

9. Coordination of Work ............................................................................................. C-16

VII. SKETCHES ....................................................................................................................... C-17 A. LOCATION MAP ........................................................................................................ C-17 B. VICINITY MAP ........................................................................................................... C-18 C. SITE PLAN ................................................................................................................... C-19

VII. PROJECT SCHEDULE .................................................................................................... C-20

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CONSTRUCTION SCOPE OF WORK

3724 – BUILDING 1 – INTERIOR REPLACEMENT OF MAIN WATER LINE

ONEONTA JOB CORPS CENTER

ONEONTA, NEW YORK

I. GENERAL

The work involves services for the replacement of two main water lines both supplying water to various portions of Building 1 (Main Building) at the Oneonta Job Corps Center in Oneonta, New York. The work includes, but is not limited to, miscellaneous site improvements in the form of demolition of the existing water line, demolition of unused HVAC equipment, installation of two new water lines and associated accessories from the entrance of the building to and including each branch line to where it extends thru to the first floor. Both water lines are connected in the main section of the building on the basement level. Each branch will have its own isolation valve. The extent of work is described in Parts IV & V of this scope of work (SOW).

II. SPECIFIC REQUIREMENTS/ INSTRUCTIONS

A. LEGALLY MANDATED STANDARDS

The Contractor shall conform to:

1. Code of Federal Regulations

a) Safety and Health………………………………………..OSHA CFR Part 1926.62

Because the building was constructed around 1936, work may disturb painted wall surfaces, the Contractor is to provide the services of an independent industrial hygiene consultant to conduct representative paint sampling as necessary to determine the lead content of painted surfaces affected by the renovation. If lead paint is identified on surfaces to be disturbed by renovation activities, the Contractor shall include the following information in the project documents:

• The locations and concentrations of lead-containing paint in areas affected by the renovation

• A requirement of the Contractor to comply with the OSHA Lead Standard for Construction

Industry (29 CFR 1926.62), and other environmental or occupational safety and health regulations as applicable

• A statement prohibiting scraping or sanding of lead painted surfaces. Where removal or demolition of lead painted building components is required, these building components will be removed intact wherever possible

• A requirement that all construction debris will be disposed of in accordance with applicable solid and hazardous waste regulations. It is anticipated that lead-painted building components will be disposed as normal construction debris

b) Life Safety Code………………………………………………………NFPA-101

The Contractor’s responsibility for safety related requirements extends to all impacted areas and access ways affected by the work.

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2. National and State Building Codes

The Contractor shall conform to all applicable construction codes, ordinances, and regulations including the national building code used in the local area, laws and local ordinances. Deviations and interpretations will be subject to the approval of the CO.

3. Permits and Licenses

The Oneonta Job Corps Center is a leased facility.

The Contractor shall research, and be responsible for obtaining and paying for, all regulatory, permitting and licensing requirements in accordance with JCH-814, 2013 Section 1.7 and with New York state and local requirements for potable water mains. No drawings or specifications will be submitted for building permits unless express notification in writing is received from the Contracting Officer (CO).

B. JOB CORPS GUIDELINES

1. JCH-814: Planning, Design, and Construction Administration Guidelines for Architects and

Engineers

Job Corps publication JCH-814, September 2013 "Planning, Design, and Construction Administration Guidelines for Architects and Engineers," is a companion document to this scope of work. It presents the Contractor additional requirements not specifically stated in the scope of work. Where conflicts occur between the requirements of the contract and JCH-814, 2013, the requirements of the contract will take precedence.

C. OTHER STANDARDS

1. Sustainability and Green Building Requirements

The Department of Labor (DOL) and the Office of Job Corps are committed to the practice of implementing sustainable design and construction best practices into all Job Corps projects, including projects of limited scope.

The project will use methodologies, materials, systems and components that will minimize negative environmental impacts, increase energy efficiency and make use of renewable energy technologies.

Within budget constraints, the project will embody best current sustainable design and building practices. The project team is to propose the highest possible implementation of these strategies for consideration by DOL, the Regional DOL office, and the Job Corps Center.

To the extent possible, the Center and the Center’s Contractors are to reference, use, and procure materials, components, equipment and services noted in the attached “Green Sheet” or JOB CORPS SUSTAINABILITY GUIDELINES FOR PROJECTS OF LIMITED

SCOPE OF WORK V.2.26.2015.

The Contractor shall verify construction phase sustainability measures as detailed in the Green Sheet and provide noted submittals substantiating compliance. Any specifications or proposals will include requirements to provide documentation and comply with the Green Sheet as far as practicable.

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2. Energy Conservation

The Contractor shall evaluate options for the use of energy and water conservation measures. The Contractor shall follow guidelines provided in the Green Sheet for the procurement and installation of Energy Star HVAC equipment, low flow water fixtures, the use of testing, energy efficient lighting, use of controls, sensors, weatherization, and other energy efficient measures.

3. Environmentally Preferable Products

The Contractor shall evaluate options for the use of environmentally preferable products/materials and apply standards as noted in the Green Sheet.

4. Existing Facility Investigative Survey

If the work is to be performed on an existing building for which plans are not available, the Contractor shall perform an investigative survey to determine if there are hidden conditions or elements which will impact the work. Demolition may be required to expose suspected unknown elements. The survey’s objectives will include, but not be limited to, the following:

a) Determine whether multiple ceilings exist.

b) Determine the extent of any hidden structural elements. The design and spacing of hidden structural elements will be investigated.

c) Locate any hidden mechanical or electrical components, the presence of which would impact the proposed design.

Any openings in the exposed finishes created to perform the investigative survey will be sealed and restored to its original condition in all areas where there are occupants. Any opening hidden by the exposed finish¸ such as a drop-in ceiling, will be sealed back to the original finish level.

Care must be taken to avoid disruption of suspected or known ACM.

The investigative survey will be submitted for the record 14 calendar days before start of construction and will include appropriate photographic and/or video records to illustrate its findings and existing conditions.

D. SPECIFIC INSTRUCTIONS

1. Center Operation

Building 1 (Main Building) is a mixed use facility that includes dorms, classrooms and administrative office areas. This building is critical to the operation of the Center. The Center will remain in full operation throughout the construction phase. The Contractor shall, as part of this contract, coordinate with DOL’s Engineering Support Contractor (ESC) and develop a project phasing plan that will minimize disruption of Center operations during construction. The Contractor shall develop and maintain proper scheduling and phasing of the construction work as required ensuring the Center continues to operate in a normal fashion during construction. Water service will remain in full operation including all wings and branches throughout the duration of this contract. Coordination of any short duration outages will be the sole responsibility of the Contractor. Any short duration

C-7 outages must be planned one calendar week in advance with the Center staff and the Engineering Support Contractor (ESC). The Contractor shall submit one week in advance of each proposed outage a detailed plan in writing for each outage including durations for approval. A detailed schedule of construction will be provided to the Contracting Officer Representative (COR) thru the ESC for approval at the Pre-construction Meeting.

2. Contractor Responsibilities

The Contractor shall ensure the security of operations and storage areas to preclude all breaches of security including, but not limited to, vandalism and/or theft that can impact the timely and successful completion of the work. While existing Center operations will be continuing during the course of the project, the Contractor shall not rely on any aspect of the Center’s security to guard aspects of his operations. At no time during this construction duration, up to and including the acceptance of the Substantial Completion walk-through, will the CO accept requests for additional security measures.

The DOL shall not be held to have incurred any liability for loss of, and/or damage to, materials, tools, and equipment of the Contractor by contract or otherwise. The DOL shall not in any way be liable or responsible for damage or loss to work due to trespass or theft.

The specified construction materials must be of quality that is consistent with the intended use of the facility, and reflect local availability and construction skills. Newly developed materials and methods should be considered and discussed with DOL for inclusion in the project.

Although this scope of work may identify specific elements of construction, it is the Contractor’s responsibility to provide any and all elements which are incidental to provide a fully complete and functional facility.

The Contractor is required to provide twenty (20) high quality photographs in digital and paper format to document the completed facility. Submission of the requisite photo record will follow remediation of the Substantial Completion Punch List, and will be included in the project’s Closeout documents.

The Contractor and all persons employed under the contract:

a) Shall observe all security regulations in effect at the Center;

b) Shall not be permitted to use the food service facilities at the Center;

c) Shall not fraternize with the students or staff of the Center;

d) Shall not consume or transport any alcoholic beverages or drugs on the Center; and shall not transport any firearms on the Center.

Persons violating the above shall be subject to disciplinary actions as set forth by the Center.

3. Site Visit

A Pre-Bid meeting and site visit will be held at the Oneonta Job Corps Center. Participants will include representatives from DOL and its ESC.

This meeting is intended to familiarize the Contractor with the objectives of the project, the Center Programmatic Requirements and other inputs and constraints stemming from Center operations. The Contractor’s responsibilities and lines of communication will also be discussed. Project data, budget, schedule, etc., will be further defined or clarified, as appropriate and if necessary.

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The Contractor may utilize this opportunity to gather as much information as possible to aid in the preparation of a Bid to the CO.

4. Submittal Requirements

The Contractor shall, at a minimum, submit the following for approval before commencing construction:

• Schedule, Critical Path Method (CPM) in Microsoft Project or Primavera P6, with electronic files

• Safety Plan

• Construction Site Plan

• Quality Plan

• Construction Phasing and Layout Plan

• Shop drawings including a piping plan layout indicating hangar details, structural connections, bills of materials and valve connections and sizes.

• Lead and Asbestos Abatement Plan

• Installers Qualifications

• Material submittals will include but not be limited to:

i. Water Pipe, Pipe Insulation

ii. Pipe Hangers and Supports (including shop drawings),

iii. Water meter & Backflow preventer with strainers (including shop drawings)

iv. Freeze Protection Equipment (Unit Heaters) (including controls, wiring and shop drawings)

v. Louvers and Motorized Dampers (including shop drawings).

The Contractor shall, at a minimum, submit the following before requesting Substantial Completion:

• As-built drawings

• Warranties

• O&M Manuals

• Consent of Surety

• Records of Training

• Records of Waste Disposal

• Water Test Reports

• Final punch list with request for certification that the project is substantially complete.

5. Web-Based Project Management System

The DOL shall provide, and requires the Contractor to use, the secure online construction management system Submittal Exchange©, to expedite submittal information and management exchanges between members of the Contractor’s team, the ESC, the DOL and other designated project stakeholders.

C-9

The system offers an extensive user automatic information exchange, and electronic closeout documentation for the entire project. The program service provides a comprehensive online system for exchanging, reviewing, and archiving construction communications as well as product manufacturer training for users. The use of Submittal Exchange© is a reimbursable cost, therefore the Contractor is required to include it in its Schedule of Values.

6. Construction Drawings

a. Construction drawings of the buildings involved are not available. The Contractor is required to familiarize him/herself with the existing conditions affecting the work through site verification (See Part II, Section C, Paragraph 4). The Contractor is responsible for verification of all dimensions, layout, and conditions in and around the construction area involved. The Contractor shall inform the Contracting Officer immediately of any unforeseen conditions which may affect the work.

7. Work Scheduling

a. For work scheduling, the Contractor shall provide a sequenced CPM construction schedule to the CO for approval no later than 10 calendar days after he receives a Notice to Proceed (NTP). The CPM schedule will indicate the areas and the periods of time the Contractor requires them vacant in order to perform the work. As the work progresses, the Contractor shall submit an updated CPM schedule on a monthly basis for approval by the CO, as part of the Contractor’s monthly invoices. The CPM schedule will capture the shut down and the sequencing of installation of the new main water line.

8. Site Visits - Construction Observation – Construction Progress Meetings

The Contractor shall prepare a monthly construction progress report. The report will include an updated CPM schedule, a minimum of 10 electronic photos of all aspects of the project and a list of open issues with the responsible person and target date for resolution identified. The ESC representative will visit the site at least once a month. During this visit, the Contractor’s payment application will be quantified and verified by the CO’s representative.

Once construction commences, in coordination with DOL, the Contractor shall organize, prepare agenda, and conduct weekly construction progress meetings, record and prepare meeting minutes, and distribute to team members and attendees within 3 days after the meeting. These weekly progress meetings will include representatives from the Contractor, the ESC, DOL and others as determined by DOL. Meetings will be held at the construction site in conjunction with ESC site visits and/or attended by conference call. The ESC will provide the teleconference platform.

9. Availability of Existing Documents

Site verification of the existing conditions is required. Existing Construction Documents are not available. The Contractor will be responsible for verification of all the dimensions and existing system types and conditions.

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E. SCHEDULE AND DELAYS

The Contractor shall immediately notify the CO of any expected delays in the acquisition of materials which may delay the completion of the project. Should this impact the approved CPM construction schedule the Contractor shall adjust the schedule and resubmit it for the CO’s approval. No extensions in time will be granted unless the modified schedule is approved by the CO.

III. USE OF THE SITE

The Contractor shall access the site using the main campus entrance access road from the east off West Avenue. Unless otherwise approved by the Department of Labor, the lay-down area will be located on the flat area south and to the west of Building F. Contractor is responsible for restoration of the laydown area to its current condition after completion of the project.

IV. EXTENT OF WORK

A. IMPROVEMENTS AND UTILITIES

1. Objectives

The Contractor shall provide all labor, materials and equipment required to remove and re-install both domestic main water lines. The existing water line is comprised of various sizes of galvanized steel pipe primarily 6 inch. At or near the entrance to the building, the Contractor shall install a new shut-off valve. Immediately following the valve, the Contractor shall install a new house meter and backflow preventer/strainer. Branches will be replaced up to penetrations into walls and ceilings that will remain accessible. Where the main water line passes thru rated walls or thru floors, the Contractor shall provide fire-stop caulking. Each new water line will include adequate isolation valves to isolate the wings and individual branches. The Contractor shall comply with the relevant sections of JCH-814.

The Contractor shall ensure that the domestic water service will stay in operation throughout the duration of this project. The Contractor shall phase the work to avoid or minimize interruptions to the functions of the facility.

2. Utilities

In compliance with the Energy Policy Act of 2005, each (for this project only the water meter is applicable) utility will be provided with “owner’s meters” at the point of entry into each building served. The meters will be used by the Center for tracking energy use and will be pulse emitting type, 20 hertz maximum with dry contact, KYZ pulse output. All “owner’s” meters will be connected to a central monitoring/reporting device with an Ethernet RJ45 female connection port. Provide Ethernet cabling to the connection port to monitor the signals from the meters. Each water meter monitoring device will be installed in the Center Director’s office suite. Provide 120v dedicated receptacles as necessary to power all metering equipment.

3. Investigation

It is the Contractor’s responsibility to thoroughly investigate the site prior to submitting a bid.

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B. GENERAL REQUIREMENTS

1. Architectural

a) In the progression of the Work, if any architectural finishes are disturbed, it is the responsibility of the Contractor to replace or repair the finishes to their original condition. Original conditions will be as captured in the Existing Facility Investigative Survey (see section II/C/4 herein).

b) It is anticipated that the Contractor may need to disturb walls in the sub-basement or basement levels. Each wall will be completely closed and fire caulked up to the insulation, and sleeved.

2. Structural

a) Provide shop drawings illustrating the support of the new water supply pipe and freeze protection heaters. Provide calculations and shop drawings for support hangars.

b) Provide seismic bracing in accordance with all applicable codes (federal, state and local).

3. Mechanical/Plumbing

a) The Contractor shall closely follow the requirements of the JCH-814, September 2013 Chapter 5 as pertains to Plumbing and Mechanical Design Criteria.

b) The Contractor is responsible for the replacement of the existing domestic water service. The water service is comprised of two water mains.

1) The first water main enters the building in the sub-basement of B-wing where there is an existing water meter that is non-functional. The first main feeds various restrooms on several floors above in B-wing as it goes thru several crawl spaces. It then travels up to C-Wing basement level where it connects to the other main. At the point of entry, it is a 6-inch galvanized pipe. This new water main will maintain new piping of like-size.

2) The second water main enters the building at the basement floor corridor on the northwest side. There is a 6-inch valve which will be replaced with a new gate type valve of the same size and a house meter, backflow preventer and strainer. The line tees off to feed the kitchen (above) and continues down the hall southward, then travels down to the basement level where it tees off to feed wings E and F in opposite directions. It also continues down the main hallway in C-wing on the basement level where it ties into the other main. This new water main will maintain new piping of like-size.

c) The existing water line is approximately 650 linear feet of up to 6-inch water piping located inside of the building. The work includes installation of new hangers, insulation, demolition and disposal of old pipe. Provide seismic bracing as required by applicable code. The Contractor is responsible for field verifying all quantities. New water piping routing must in no instance limit the use of the existing spaces and will be installed in a manner that resembles the current installation as closely as possible.

d) The shop drawings will include means to isolate individual wings without compromising service to the remainder of the building or other wings.

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e) The Contractor shall provide two (2) new 6-inch water meters, full size backflow preventer and strainers. The water meters will be flanged with 6-inch isolation valves on either side of the meter, backflow and strainer assembly. See section IV/A/2. for water meter requirements.

f) The new water line will be fully insulated through each penetration with a minimum of 1.5-inch insulation to include all joints, elbows and hangers.

g) Prior to placing it into service, the Contractor shall be responsible for disinfecting and testing the water line. The Contractor shall follow the testing requirements as outlined in the JCH-814, September 2013 Chapter 5 and State of New York codes and local utility requirements. If placed into service by phase, each phase will be tested individually prior to being placed into service. Testing milestones must be duly included in the CPM Schedule.

h) The mains and branch piping should be installed while the existing system remains in place and operational. Only after all of the branch connections have been made to the new system, will the existing system be removed from service, dismantled and disposed of in accordance with all applicable federal, state and local laws.

i) The main water line will be sleeved at each penetration and fire-caulked on each side. The main water line will be fully supported on each side of each penetration.

j) The existing old system will be completely dismantled, removed from the building and properly disposed of in accordance with all applicable federal, state and local laws.

k) The new domestic water main will be insulated and clearly labeled every 25 feet or at every change in direction whichever is less.

l) Abandoned HVAC equipment in the sub-basement area will be removed by the Contractor as part of this contract and disposed of in accordance with federal, state and local laws.

4. Electrical

a) The Contractor shall comply with JCH 814, September 2013, Chapter 6 Electrical Design

Criteria, with emphasis on the following items:

1) The Contractor shall provide electrical support as required to complete the plumbing and mechanical work. The Contractor shall comply with applicable sections of the National Electric Code as well as other relevant codes.

5. Warranties

a) The Contractor shall ensure all warranty requirements, including manufacturer’s warranties are clearly identified. The Contractor shall also compile a list of warranties, including special manufacturers’ warranties, in an electronic spreadsheet format that will be provided to the CO as part of the Closeout documents.

b) The manufacturer’s warranty will, at a minimum, include the following information (See appendix’s for additional requirements and/or clarifications):

1) Project name, contract number, Center name, and Center address.

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2) Contractor’s name and contact person.

3) Contact phone number.

4) Building/structure name and number (as applicable).

5) Warranty type (general, roof, HVAC, window, etc.) being specific about the material, equipment, or system that is under warranty.

6) Manufacturer/supplier’s name and contact data (phone, etc.).

7) Roof type/material (as applicable), being specific about the equipment or system that is under warranty.

8) Special provisions to retain the warranty in force (inspections, preventative maintenance, etc.).

9) Limits and resolutions covered.

10) Term of warranty

11) Date of Substantial Completion (warranty commencement date)

12) Date warranty expires

13) Serial numbers of equipment under warranty

V. ACCEPTANCE OF THE WORK

A. SUBSTANTIAL COMPLETION

The Contractor shall notify the Contract Officer in writing at least ten (10) calendar days prior to the estimated date of Substantial Completion and request a Substantial Completion walk-through. The letter will include a dated punch list as developed by the Contractor. The purpose of the walk-through is to review the Contractor’s list for accuracy and to identify any additional items needing completion prior to final acceptance. The Contractor shall, upon receipt of the Substantial Completion punch list, correct the work as required within seven (7) calendar days. The Substantial Completion walk-through will be performed by the ESC and/or the designated representative.

Prior to the issuance of an executed Substantial Completion Certificate the Contractor shall have had all tests completed, witnessed and approved by the Center’s authorized representative. The provision of all required training, operating and maintenance manuals, keys and other such requirements specified in this Scope of Work will be a prerequisite to the Contractors notification requesting a Substantial Completion walk-through.

With the issuance of a Substantial Completion certificate executed by the CO, the Center will occupy/take possession of the work and operate the installed systems/equipment. Substantial Completion of the work is defined herein as the point at which the work is complete in all respects except for a few minor items which are to be listed on the Contractors punch list.

The date of the Center's acknowledgment of Substantial Completion will establish the date of commencement of the Contractor's one year guarantee of workmanship and the manufacturer's product warranties.

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B. FINAL INSPECTION

The Contractor shall inform the Contract Officer in writing at least seven calendar days prior to the estimated date of the completion of the work and request a final acceptance inspection.

The Contractor shall guarantee all workmanship done under this Scope of Work for a period of one year. Prior to final payment, the Contractor shall deliver to the Contract Officer, consent of surety of final payment and release of liens by all subcontractors and material suppliers associated with this project.

VI. CONSTRUCTION REQUIREMENTS/ SPECIFIC INSTRUCTIONS

A. SPECIFIC INSTRUCTIONS

1. Quality Requirements

Testing and Inspection

The Contractor is responsible for all inspection and testing. The Contractor will submit the names of all testing services to the CO for approval prior to any testing. All inspections and testing must be performed by an independent, third party individual, firm or testing agency. The individual, firm or testing company shall be appropriately registered in the State of New York. The Contractor shall engage only inspection and testing service agencies, including independent testing laboratories, that are prequalified as complying with the American Council of Independent Laboratories “Recommended Requirements for Independent Laboratory Qualification” and that specialize in the types of inspections and tests to be performed.

The Contractor shall submit a Schedule of Tests and Inspections. The Schedule of Tests and Inspections will be prepared in tabular form and include the following:

a) Specification section number and title

b) Description of test and inspection

c) Identification of applicable standards

d) Identification of test and inspection methods

e) Number of tests and inspections required

f) Entity responsible for performing tests and inspections

All tests and inspections will be documented by certified written reports and test results. The independent, third party individual, firm or testing agency shall distribute copies of all testing and inspection reports to the CO, and the Contractor. The Contractor shall make additional copies as required and distribute to all affected Subcontractors and material suppliers.

2. Temporary Facilities

The Contractor is responsible for all temporary facilities required to keep the water service to the building and all wings, additions or ancillary buildings and structures in complete operation with zero

C-15 interruption. The Contractor is responsible for providing temporary services as required to avoid or minimize interruption of Center operations.

3. Utility Connections

a) Water Service

Use of the Center’s existing water service facilities will be permitted, as long as facilities are maintained in an acceptable condition.

b) Electrical Power Service

The use of the Center’s existing electrical service will be permitted, as long as facilities are maintained in an acceptable condition, and that sufficient capacity in the system is available.

4. Adherence to Scope of Work

Although this scope of work identifies specific elements of construction, it is the Contractor's responsibility to provide any and all elements which are incidental to the functioning of the work to be provided. It is not intended for other deficiencies, not related to the work identified in Section IV of this scope, to be corrected. The Contractor shall limit its efforts only to the work identified in this scope of work.

5. Incidental Cutting and Patching

The Contractor shall be responsible for all cutting and patching incidental to the work described herein. The Contractor shall be responsible for identifying the location of existing utilities and for avoiding damage to same in the completion of this work. The Contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, the cost of which shall be borne by the Contractor.

6. Clean and Safe Area

The Contractor shall maintain a clean and safe work area throughout the period of construction. The Contractor shall, at the end of each work day, remove all demolition debris and hazardous and/or potentially dangerous materials from the building and stored appropriately. All demolition debris will be placed in dumpsters appropriately staged in the laydown area. The Contractor is solely responsible for maintaining the entire construction area on a daily basis at a minimum. In public areas, activity may be limited to off hours at the discretion of the Contracting Officer, Center Director or the ESC PM. The Contractor shall clean the exterior public areas impacted by construction dust, dirt and debris on a daily basis. The Contractor shall be responsible for all fees, permits, etc., required for waste disposal.

7. Storing Materials

The Contractor shall be responsible for receiving, storing, and securing of all materials, equipment and other items to be used in accomplishing the work. The Contractor shall be responsible for all equipment and materials brought onto the Center and shall replace damaged or stolen items at its expense.

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8. Laydown Area

The Contractor shall utilize the area to the south of wing F of building 1 for its laydown requirements.

If additional space is required, the Contractor shall propose a plan in writing for consideration to the Contracting Officer the required space for approval. The Contractor is responsible to return all laydown areas to their original condition at the end of the construction period to the satisfaction of the Contracting Officer or the CO’s representative.

9. Coordination of Work

Existing Utility Interruptions

The Contractor shall not interrupt any utilities serving the facilities occupied by the Center or DOL unless permitted under the following conditions and then only after arranging to provide temporary utility services to maintain facility function:

a) Notify the Center Director, or delegated representative, in writing, not less than one (1) calendar week in advance of proposed utility interruptions.

b) Do not proceed with utility interruptions without written notification to Center Director, copied to the Contracting Officer, Contracting Officer’s Representative and the ESC PM. The Center Director will provide written permission. Permission may be contingent on the plan to restore the utility.

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VII. SKETCHES

A. LOCATION MAP

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B. VICINITY MAP

Oneonta Job Corps Center 21 Homer Folks Avenue Oneonta, NY 13820

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C. SITE PLAN

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VIII. PROJECT SCHEDULE

ACTIVITY DESCRIPTION CALENDAR DAYS

Construction Submittals to DOL 25

DOL to Review/Approve Construction Submittals 26

Substantial Completion 120

Contract Closeout / Project Completion 30

Total Period of Performance 201

ATTACHMENT 2

FOR REFERENCE USE ONLY

ATTACHMENT 3