W25G1V-19-R-0027__Draft_SOW.pdf

SCOPE OF WORK

TOBYHANNA ARMY DEPOT

March 9, 2019

1.1. SUMMARY: PHASE 2 - BUILDING EXTERIOR REPAIRS

1.1.1 OVERVIEW:

This project is to consist of construction services associated with the exterior repairs at the Tobyhanna Army Depot to increase the R-value of the exterior walls.

a. The buildings include: BLDG 1A, BLDG 1B, BLDG 1C BLDG 1D, BLDG 1E, and BLDG 3 (all bays) Existing miscellaneous doors and frames as well as overhead rollup doors shall be removed and new doors provided at the locations indicated. Exterior personnel doors contain asbestos; handle and dispose of in accordance with Section 02 82 13 ASBESTOS ABATEMENT. This exterior project also includes the installation of an Exterior Insulation Finish System (EIFS) over a variety of substrates to the exterior of indicated buildings to increase the R-value of the building envelope. At areas with metal canopies, new insulation shall be added to the exterior masonry building behind the metal canopies. New standing seam roof canopies are to be provided at areas indicated. All components of the canopies shall be designed by the contractor. Professional Engineer stamped calculations and drawings shall be provided accordingly. Existing roof edge systems shall be modified as indicated to accept new metal canopies or new / revised EIFS applications. Numerous existing mechanical, electrical, piping, and related items are to be removed and re-installed to allow for new EIFS installation.

b. Canopy work includes covering the existing tension supported flat pitched canopies with a light steel framed truss system and a standing seam pre-manufactured metal panel roof. The new canopy coverings extend from the existing high bay roof edge, sloping at an approximate 8:12 pitch over the canopies and at an approximate 4:12 pitch over the existing flat roof additions to the office and lavatory additions. All components of the canopies shall be designed by the contractor as noted above; see contract drawings for locations.

c. Fascia moldings, trim detailing, and soffit coverings applied to the edges and the underneath side of the existing canopy will match the existing canopy, consistent in color and matching in material. Miscellaneous exposed metals needed to complete the installation shall be painted to match the new canopy system.

d. Access to the interior of the sloped canopies shall be by gable vented access panels on ends of all canopies, louvered access doors on end panels, with ceiling mounted access panels under the canopies requiring that holes be cut in and new opening framing be provided. Lighting shall be provided to provide a safe, protected and controlled access to the new metal canopy interior.

e. Provide miscellaneous steel repairs to the secondary supporting, 3 inch diameter steel columns located at the outer edge of the face line of the loading dock. On the occasions where the 3 inch diameter columns were displaced or removed completely, new replacement columns shall be added.

f. The canopies shall be joined to the existing EPDM or ballast built up roofing at a point three feet in from the edge of the building face line. Provide specified flashing to make the joinery of the canopy to the roof watertight.

g. Existing low roof mechanical piping, exhaust ductwork and fans, along with piped vents shall be extended through the new metal canopy structure. Upper flat roof rain water gutters shall be removed, and downspouts terminated, to permit rain water flow directly to grade.

h. The fire sprinkler system water gongs currently located on the building elevation shall be removed and new devices provided at locations below the canopy roof line.

i. Electrical and electronic equipment (antennas, cameras, lightning protection , electrical disconnects, heat trace systems) currently located on low roofs or the building vertical elevation shall be temporarily located outside of the work area of the canopy project and reinstalled ready for reuse. Power shall be provided from the building's existing electrical system for the new lighting provided for the canopies.

j. In areas where the new canopy system either alters or is added to the existing metal canopies, required structural support and foundation shall be provided for the new canopy installation. Provide miscellaneous concrete and bituminous pavement repairs at foundation excavations.

NOTE: Work included on the plans or in the specifications related to other buildings or canopies as listed below is not part of this contract.

All work buildings: BLDG 2, BLDG 4, BLDG 4A, BLDG 5, BLDG 6, BLDG 7, BLDG 11, and BLDG 30 plus the following canopies:

(1) 3 stair canopies at Building 1B East side;

(2) 1 stair canopy at Building 1C East side;

(3) 2 canopies at Building 5 East side;

(4) 1 Generator Cover at Building 5 Bay 1 East side;

(5) all remaining stair Canopies – various buildings

The construction services necessary to complete this building renovation includes providing all licenses, permits, labor, materials, equipment, supervision and management to complete the project. All and any exceptions shall be submitted in writing.

Area specific details are included on the building drawings provided. Accuracy of these drawings need to be confirmed and Tobyhanna is not responsible for the accuracy of the drawings provided.

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

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

1.3 PROGRAM REQUIREMENTS:

Equipment Submittals: 30 calendar days (including approvals) Complete Construction: 700 calendar days Project Total: 730 calendar days

The Government may extend its review time when reasonable and necessary without penalty or claim. The Government review will be primarily for the purpose of determining if the design is in conformance with the scope.

1.3.1 Bid Schedule – Provide complete furnish & install pricing.

1.3.2 CADD requirements - as specified by TYAD CADD Standard Manual are attached in Appendix D. Note: Contractors are responsible for verifying CADD standards being utilized are current with ISD Engineering Drafting section prior to starting CADD design.

Final as-built drawings based on those provided as part of this solicitation shall be provided at the end of the project showing any and all revisions made during construction.

2. PRODUCTS, MATERIALS AND EXECUTION

2.1 ALL DESIGNS AND INSTALLATIONS SHALL COMPLY THE INTERNATIONAL

BUILDING CODES (IBC) AND UNIFIED FACILITIES GUIDE SPECIFICATION (UFGS).

CODES AND STANDARDS INCLUDE, BUT NOT LIMITED TO, THE LATEST:

NATIONAL ELECTRIC CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA), UNDERWRITER’S LABORATORY (UL), AMERICAN SOCIETY of

MECHANICAL ENGINEERS (ASME), AMERICAN NATIONAL STANDARDS INSTITUTE

(ANSI), OCCUPATIONAL SAFETY and HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY for TESTING and MATERIALS (ASTM), AMERICAN SOCIETY of HEATING, REFRIGERATING, and AIR CONDITIONING ENGINEERS (ASHRAE), INTERNATIONAL MECHANICAL CODE (IMC), AND INTERNATIONAL PLUMBING

CODE(IPC). IN ADDITION, ALL DESIGNS AND INSTALLATIONS SHALL COMPLY

WITH TOBYHANNA ARMY DEPOT DESIGN/INSTALLATION GUIDELINES WHICH

ARE SPECIFIC TO THE DEPOT.

ANY CONFLICTS BETWEEN SPECIFICATIONS (CODES) AND TYAD

DESIGN/INSTALLATION GUIDELINES, TYAD GUIDELINES SHALL GOVERN UNLESS

WRITTEN APPROVAL BY AHJ IS OBTAINED.

THE FOLLOWING IS A LIST OF TYAD DESIGN / INSTALLATION GUIDELINES AND

SAFETY / FIRE / AND ENVIRONMENTAL REQUIREMENTS AND REGULATIONS

WHICH APPLY WHEN WORKING ON THE DEPOT. THESE APPENDIXES WILL BE

MADE AVAILABLE DURING THE BIDDING PROCESS AND IT IS SOLELY THE

CONTRACTOR’S RESPONSIBILITY TO OBTAIN COPIES OF THOSE LISTED AS

REQUIRED FOR THE PROJECT PRIOR TO SUBMITTING A BID. FAILURE TO OBTAIN

COPIES OF APPENDICES BY THE CONTRACTOR DOES NOT RELIEVE THE

CONTRACTOR OF THE REQUIREMENTS CONTAINED WITHIN.

TYAD ISD/ENGINEERING OFFICE IS THE “AUTHORITY HAVING JURISDICTION”

(AHJ) AND IS RESPONSIBLE FOR APPROVING EQUIPMENT, MATERIALS AND

INSTALLATION.

ISD DPW ENGINEERING - CONTRACT PACKAGE REQUIREMENTS CHECKLIST

TYAD EXTERIOR RENOVATIONS – PHASE 2 ISD DPW POC: JIM SECOOLISH x5-8868

REQUIRED

YES NO

APPENDIX A - TOBYHANNA EXECUTIVE SUMMARY FINAL SEPT 2014

NO

APPENDIX B - ROOM NUMBERING METHODOLOGY DEC 2014 NO

APPENDIX C - DESIGN SUBMISSION REQUIREMENTS MANUAL JULY 2015 YES

APPENDIX D - TYAD CADD STANDARDS MANUAL JULY 2015 YES

APPENDIX E - STANDARD NEPA SPECIFICATIONS FOR PROJECTS JULY 2017 YES

APPENDIX F - DELETED

NO

APPENDIX G - ELECTRICAL DESIGN and CONSTRUCTION STANDARDS 10 JANUARY 2018 YES

APPENDIX H - MECHANICAL DESIGN JULY 2015 YES

APPENDIX I - REQUIREMENTS FOR CONTROLS AND INSTRUMENTS JULY 2015 YES

APPENDIX J - FIRE DETECTION & SUPPRESSION 14 FEB 1018 YES

APPENDIX K – CONTRACTOR SAFETY STANDARDS JUNE 2018 YES

APPENDIX L - SOP FOR EXCAVATION & GROUND PENETRATIONS JULY 2015 YES

APPENDIX M - DOOR HARDWARE SPECIFICATION YES

APPENDIX N – COMMUNICATION INFORMATION TECHNOLOGY SPECIFICATION 25 JUNE 2018 YES

3. QUALITY ASSURANCE:

3.1 Rejection of Work: Indication of lack of quality workmanship on the part of the contractor shall be sufficient grounds for the Government to reject installed work and to require its immediate removal and complete reinstallation at no additional cost to the Government.

4. SUBMITTALS (Construction)

4.1 Submit to the ISD DPW Engineering POC 3 copies of all submittals. Allow 10 DAYS for Government review. The Contractor shall certify on all submittals that the material being proposed conforms to contract requirements. In the event of any variance, the Contractor shall state specifically which portions vary, and request approval of a substitute. The Contractor shall also certify that all Contractor-furnished equipment can be installed in the allocated spaces.

Incomplete submittals and submittals with inadequate data will be rejected. When required, catalog data shall be printed pages or permanent copies of manufacturer's catalogs.

Job Specific Safety Plan (Per Appendix K) Safety Data sheets for all hazardous materials proposed for use Installation Schedule Revised Electrical Panel Schedules As-Built Record Drawings as per TYAD CADD Standards Manual (Appendix D) Operation and Maintenance Manuals for Installed Equipment

5. SECURITY REQUIREMENTS:

DEPOT ACCESS:

A background check and approval from TYAD Security Operations Branch is required for all contractor and subcontractor personnel prior to on-site access at TYAD. All persons seeking entrance to TYAD shall submit to and comply with all security standards and requirements in force at the time such persons are seeking entry. All contractors, regardless of resident status or citizenship, will be subject to vehicle search and intense in-processing by TYAD security personnel prior to being granted access to TYAD. This security screening process may be time consuming and access may be delayed or denied. The contractor shall ensure ELTY Form 648-C is completed for all contractor and subcontractor personnel requiring depot access to include warranty services. The TYAD point of contact (POC) will provide ELTY Form 648-C, Request Access to Tobyhanna Army Depot, to the contractor/vendor at least ten days prior to the expected visit date for completion. The contractor/vendor shall return the completed

ELTY Form 648-C to the TYAD POC in a timely manner so the same may be submitted to Security for processing no later than seven days prior to the visit. All of the required fields on the form shall be complete and accurate by the contractor/vendor for timely processing. This requirement is inclusive of on-site supervisory or managerial personnel and sub-contractor personnel that the Contractor anticipates will be performing work or visiting on-site. This security screening does not relieve the contractor of any responsibilities to conduct thorough pre-employment background checks and drug screening. Contractor workers will not be granted access to the work site until security screening is completed and access is approved. Any contractor personnel on-site who fail screening will not be permitted further access to TYAD. See “Access and General Protection/Security Policy and Procedures” below.

Please submit the completed ELTY Forms 648-C form(s) to the COR or POC.

ADDITIONAL SECURITY REQUIREMENTS:

ANTITERRORISM (AT) / OPERATIONS SECURITY (OPSEC) REQUIREMENTS

All security training certificates shall be provided to the Contracting Officer’s Representative (COR)/Point of Contact (POC) and the Contract Specialist/Purchasing Agent.

Antiterrorism (AT) Level I Training. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training prior to contract report date. This training is required for any additional or new contractor employees, who start after that period. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR/POC within 10 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:

https://jkodirect.jten.mil for CAC holders. Non-CAC holders may go to http://jko.jten.mil/courses/atl1/launch.html for their training. Upon request, the contractor will be provided one copy of the AT level I training slides for use with employees who may not have computer access. TYAD will not be responsible for printing copies of slides for training purposes. TYAD reserves the right to provide instructor led training and will so advise the contractor within one week of the start of performance or at the time of annual training, if that will be the training approach to be utilized. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record, or contractor equivalent. As applicable, contractor employees must complete annual AT awareness training as it pertains the length of the contract.

iWATCH Army Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH Army Program. This will consist of utilizing the tools and media products on the informational iWATCH Army website to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. The iWATCH training is available at the following website: https://myarmyonesource.com select Family Programs and Services, in the drop down boxes select: Go To, iWATCH Army –“See Something, Say Something”.

https://jkodirect.jten.mil/ http://jko.jten.mil/courses/atl1/launch.html https://myarmyonesource.com/

Additional guidance and support can be provided by the TYAD Antiterrorism Officer (ATO) at the contractor’s request. The contractor shall notify the COR/POC within 10 calendar days of the completed training for any new employees or subcontractor personnel to assure the ELTY form 583 or contractor equivalent is properly documented. TYAD reserves the right to provide instructor led training and will so advise the contractor within one week of the start of performance or at the time of annual training, if that will be the training approach to be utilized. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record or contractor equivalent.

Operations Security (OPSEC) Training. Per AR 530-1, Operations Security, contractor employees must complete Level I OPSEC training prior to the contract report date and for any additional or new contractor employees, who start after that period. All contractor employees must also complete annual OPSEC awareness training. The training is available at the following website: http://cdsetrain.dtic.mil/opsec/index.htm.

The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR/POC within 10 calendar days after completion of training by all employees and subcontractor personnel. The contractor will be provided a copy of the OPSEC training slides for use with employees who may not have computer access. TYAD will not be responsible for printing copies of slides for training purposes. TYAD reserves the right to provide instructor led training and will so advise the contractor within one week of the start of performance or at the time of annual training, if that will be the training approach to be utilized. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record or contractor equivalent.

Access and General Protection/Security Policy and Procedures. Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by TYAD Security Branch. Contractor workforce must comply with all personal identity verification requirements as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by the government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

Contractor personnel working on the Tobyhanna Army Depot must be fully identified.

Contractors register with the TYAD Security in Building 606. All employees, staff, and subcontractor personnel, etc., which will require access must present the following to access

TYAD:

A. Full name B. Drivers License C. Nationality (if non-U.S. Citizen, alien registration number) D. Completed Form ELTY 648C (Contractor Request for Access to TYAD) E. Completed Form ELTY 648C must be submitted to TYAD prior to date of arrival as required by contract solicitation documentation.

If Contractor vehicles are required for use on TYAD, the following ID is required:

Make Model State Registration Insurance License Plate #

Contract personnel are expected to perform work during normal TYAD duty hours (0600-1700).

If work must be performed otherwise, permission must be obtained three working days prior from the Security Office through the ISD Engineering POC. ISD Engineering POC will also coordinate with changes in work schedules with Mission Modernization Branch and Mission Operations as needed to determine impact on production.

Contractor personnel must confine themselves to the work sites specified in their contract.

Visiting other areas is prohibited.

Alcoholic beverages, weapons, cameras, sound recorders, proscribed drugs and explosives are prohibited on Government property.

Use of Government property without prior written approval of the COR is prohibited.

TYAD will arrange for special Contractor parking if required. Contractor personnel must not park in numbered spaces, areas reserved for car pools, grassy areas or other prohibited areas.

Posted speed limits and traffic restrictions must be observed at all times.

Accidents or problems of a security/safety nature must be reported to the Security (570.615.7550), Safety Office (570-615-7027) and ISD DPW Engineering POC in Bldg 18 (570.615.8868) immediately.

Contractor personnel working on station for less than 30 days may be required to log in and out at the Reception Center (Bldg 606) each day and will not be issued an Extended Entry

Contractor's Badge. The ISD DPW Engineering POC will provide information on how to obtain an Extended Entry Contractor's Badge if one is required.

Pursuant to federal regulations, all personnel and vehicles on Government property are subject to search by authorized personnel at any time.

All Contractors personnel are required to display the TYAD issued identification badge on their person at all times while present at the work site. Access to Government property will not be allowed without this identification badge. The badge is to be displayed on the person outer clothing, above the waist and in full view. Identification badges and vehicle passes issued to Contractor personnel remain the property of the U.S. Government and must be surrendered upon completion of the Contractor at the termination of individual employment, and when requested by the Government. Badges will not be displayed when not on Tobyhanna property.

A list of all personnel working under this contract should be turned in immediately after award in order to allow sufficient time to process security information.

6. SMOKING RESTRICTIONS: The bearing and use of lighted cigarettes, cigars, pipes, or any tobacco product is prohibited in the following areas:

All buildings including private offices, lobbies, and restrooms Alleys and passages between buildings Stairways and ramps leading to building entries and exits Within 50 feet of building entries and exits Within 20 feet of heating, ventilation, and air conditioning intake ducts Hazardous areas containing flammable liquids, gases, vapors, and all other locations where there is a collection of readily ignitable combustible material

7. STATION PERMITS and WRITTEN APPROVALS:

7.1. Permits are required for, excavation, welding and burning. Contractors must utilize the PA 1 Call system and obtain a permit coordinated with ISD DPW Engineering for excavations in accordance with Appendix L prior to any groundbreaking including digging, drilling and stake driving. Burn/fire permits must be obtained daily from the Fire Department (Appendix J).

7.2 Written approval (Appendix K via e-mail) must be obtained from the Safety Office through the ISD Engineering Branch prior to executing any of the following:

Trenching five feet or more in depth (Trench Plan) Entry to a confined space Crane Lift (Lift Plan)

8. STORM PROTECTION: If a warning of gale force winds is issued, take precautions to minimize any danger to persons, and protect the work and any nearby Government property.

Precautions shall include, but not be limited to, closing openings, removing loose materials, tools, and equipment from exposed locations, and removing or securing scaffolding and other temporary work. Close openings even if expected storms are of a lesser intensity but, may still pose a threat to the work site or any nearby Government property.

9. PCB, HAZARDOUS MATERIALS, ASBESTOS AND LEAD MATERIAL: If material is encountered which may contain PCB’s, hazardous materials, asbestos and or lead and must be disturbed, do not touch the material. Should the discovery of such suspected material affect the Contractor's planned work schedule, the Contractor shall redirect the work crew to other portions of the unaffected work and modify the schedule at no additional cost to the Government. The ISD Engineering POC shall be notified immediately, in writing, regarding the discovery of the suspected material and of any adverse impact the Contractor may expect to incur due to this situation. Within 10 calendar days, the Environmental, Safety and Occupational Health Branch (ESOH Branch) Representative will have laboratory tests performed to determine if the material is a hazard. If there is not a danger, the ESOH Branch Representative will direct the Contractor to proceed in the identified area without change. If the material is identified as hazardous, before proceeding, discussions will be held between the Contracting Officer's Representative, ISD Engineering POC and ESOH Branch to determine the most cost-effective means for removal.

The hazardous material will be removed, abated or rendered harmless before work commences.

10. SAFETY REQUIREMENTS: (See Appendix K for Safety details)

11. ENVIRONMENTAL PROTECTION REQUIREMENTS: In addition to the following conditions, the contractor shall provide and maintain, during the life of the contract environmental protection. Plan for and provide environmental protective measures during normal construction practice. Plan for and provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with all Federal, State of Pennsylvania, and local environmental regulations pertaining to the environment, including but not limited to, hazardous waste, storm-water discharge, erosion control, water, air, soil, and noise pollution.

See Appendix E (Standard Specifications for Projects Under the National Environmental Policy Act).

a. The contractor shall submit MSDSs for all hazardous materials proposed for use including paints, solvents, adhesives, etc. These copies of MSDSs will be provided to the ESOH Branch through the COR prior to material being brought on post.

b. The contractor shall not install any equipment, switches, or devices (including thermostats) that contain mercury, lead, cadmium, chromium, asbestos or PCBs.

c. The contractor shall not pollute streams, lakes, or reservoirs with fuels, oils, bitumens, calcium chloride, acid, construction wastes, or any other harmful materials. All work under this contract shall be performed in such a manner that pollution will not be created in streams, surface waters, or underground water located within, or adjacent to the project area. The contractor shall not spill, emit, dump, or otherwise discharge any hazardous, toxic, harmful, or unauthorized pollutant, substance, or material, including petroleum products, cleaning agents, or paints, onto the ground, into the air, or into any waters or nearby storm drain. The contractor shall execute any preventative measures required to prevent any hazardous, toxic, or harmful material stored, or used on the project site from entering any storm water drain. Nothing shall be allowed to spill, emit, dump, or otherwise discharge any hazardous, toxic, or harmful material or pollutant into any sink, toilet, drain, utility, or receptacle without written permission from the ESOH Branch through the COR. The contractor shall protect streams, lakes, and wetlands from sediment discharges caused by his activities.

d. The Contractor shall comply with the Public Law 42 U.S.C. 6962, Resource Conservation and Recovery Act (RCRA) in the acquisition of materials with recycled content to meet the standards of Executive Order 13423. Specific designated items in this contract for which recycled content standards have been established have been set forth in the specification (e.g., insulation, roofing materials, carpet, carpet pad, paint, floor tiles, shower, and restroom dividers). Recovered Material Certification: As required by the RCRA, the contractor will certify that the percentage of recovered materials to be used in the performance of the contract will be at least the amount required by the applicable contract specifications (see Federal Acquisition Regulation (FAR) Provision 52.223-4, Recovered Material Certification). In contracts exceeding $100,000, prior to application for final payment, the contractor shall provide a report in accordance with FAR Clause 52.223-9, Estimate of Percentage of Recovered Material Content for Environmental Protection Agency (EPA) Designated Products, to the Contracting Office. Compliance with this program does not relieve the contractor from meeting all other specification requirements.

e. The contractor will ensure that no Asbestos-Containing Materials (ACM) are used in the performance of this contract. Unless specified for abatement in the contract, the contractor will not disturb any existing ACM in the performance of this contract. If ACM, or suspect ACM might be disturbed by the work, the contractor shall avoid coming in contact with the material and immediately notify the ISD Engineering POC and the Contract Administrator in writing (fax or e-mail acceptable) of the possible ACM. The ISD Engineering POC will coordinate with ESOH Branch to obtain laboratory tests to determine if there is ACM. If the material is determined to be ACM, and disturbing it cannot be avoided, the ISD Engineering POC will notify the Contracting Officer. The Contracting Officer will direct a change pursuant to the contract clauses entitled “Changes” and “Differing Site Conditions.” If ACM, or suspect ACM has been disturbed, the contractor shall immediately notify the ISD Engineering POC and call the ESOH Branch at (570) 615-7098. The contractor will shut down and not move any equipment or supplies near the damaged ACM. The contractor will evacuate all non-contaminated contractor personnel from the immediate vicinity. Any contractor personnel thought to be contaminated with asbestos (e.g., evidence of dust on clothing) should remain in the area, but as far away as possible from the damage, until the ESOH Branch responds. If the damaged material is determined to be ACM and there is potential for further damage, the Contracting Officer will direct a change pursuant to the clauses of the contract clauses entitled “Changes” and “Differing Site Conditions.” Asbestos abatement required under the contract as originally awarded shall be in accordance with Section 13280, Removal and Disposal of Asbestos Materials, and as otherwise required in the contract. Asbestos abatement not required under the contract as originally awarded, can be incorporated into the existing contract via contract modification, or with the government taking responsibility for the asbestos abatement. The method of acquiring the abatement is at the discretion of the Government.

f. If a project involves the demolition of any load-bearing structural members, whether or not asbestos is present, twenty (20) days prior to the demolition, the Commonwealth of Pennsylvania, Asbestos Abatement and Demolition/Renovation Notification, Form 2700-FM- AQ0021, revised 8/2005 (or the most recent version), shall be submitted to the proper authorities as specified in Section 13280, Removal and Disposal of Asbestos Materials. The form is available from the ESOH Branch.

g. The contractor is to collect, containerize, recycle, and manage florescent and mercury bearing lamps in accordance with 40 CFR 273. A copy of the manifest/Bill of Lading shall be given to the ESOH Branch five days in advance of shipment by the contractor through the COR so that it can be reviewed for accuracy and completeness.

h. The contractor shall ensure that all hazardous wastes at the work site are properly stored and labeled in a pre-approved location designated by the ESOH Branch. The contractor shall provide copies of any shipping documents for Hazardous Waste/Universal Waste/Toxic Substances Control Act waste. If the depot EPA number is being used for shipping purposes, only ESOH Branch is authorized to sign a manifest and the manifest (or copy) must be supplied prior to the day of shipment for review. The ESOH Branch will keep originals. If hazardous waste or waste requiring special handling (e.g., asbestos) is being turned over to the government for disposal, the contactor shall notify the ESOH Branch through the ISD Engineering POC when the waste is ready to be moved.

i. The contractor will not perform any work on the depot potable water system until prior approval is obtained from the ESOH Branch and the D/EL certified operator through the ISD Engineering POC. If a permit is required due to construction or proposed chemical feed changes, it will be the responsibility of the contractor to obtain all permits associated with the project.

Any piping or additions added to the depot water system must be disinfected following American Water Works Association (AWWA) circular C601-68 "Disinfecting Water Mains."

j. The contractor shall have a backflow prevention device installed on all contractor equipment that is connected to the depot's water distribution system. The contractor shall have a water meter installed to monitor water consumption of all new buildings constructed.

k. The contractor shall protect streams, lakes, and wetlands from sediment discharges caused by the contractor's activities. The contractor shall also provide (where applicable) an erosion and sedimentation control plan in compliance with state and local laws and regulations, to the COR for approval prior to executing any soil disturbing activities. The contractor shall not disturb any wetlands. The contractor shall submit a storm water permit to PADEP prior to any construction activity that encompasses more than one acre.

l. During the performance of all construction, renovation, and demolition projects, a minimum of 50 percent of all non-hazardous construction demolition debris shall be diverted from the landfill for reuse or recycling. The contractor shall provide written certification to the COR of the type and tonnage of debris reused or recycled from the contract. All refuse and the construction demolition debris not recovered for reuse or recycling shall be disposed of at a PADEP permitted and Monroe County Municipal Waste Management Authority authorized facility. The contractor shall comply with the Monroe County Solid Waste Management Plan and PA Act 90, including all licensing requirements. The contractor shall provide a disposal certificate or landfill weight slip to the ISD Engineering POC for all solid waste disposed of during the performance of this contract.

m. The contractor shall not bring items containing PCBs onto the depot. Light ballasts that are clearly marked "Contains no PCBs", or that are marked with a manufacture date after 1978 shall be disposed of by the contractor as construction demolition debris. Any light ballast that is not marked as containing no PCBs that has a manufacture date prior to 1978, or that cannot be determined whether it contains PCBs, shall be disposed of by the contractor at an approved and licensed facility.

The contractor shall submit a shipping manifest and certificate of disposal of the PCB-containing items to the ESOH Branch through the ISD Engineering POC.

n. The contractor shall not use paints containing zinc chromate or strontium chromate pigments and paints containing lead in excess of 0.06 percent by weight of the total nonvolatile content (calculated as lead metal).

o. At no time during the execution of this contract shall the contractor provide a food source or harborage for any pests. The contractor shall coordinate all herbicide and pesticide usage and report all usage through the ISD Engineering POC to the ESOH Branch prior to application.

After completion of the contract, the contractor shall ensure there is no passage for pest to enter facilities or structures related to work performed by the contractor.

12. STORAGE OF MATERIALS AND EQUIPMENT: Government furnished storage facilities may not be available to the Contractor in the vicinity of the work site. The Contractor shall provide suitable storage facilities as required, located as approved by the ISD Engineering POC, if he intends to leave materials and equipment in the work area overnight or on weekends.

The security of the Contractor's property or his personnel's property shall be the full responsibility of the Contractor. The Government will accept no liability in case of loss due to fire or theft.

13. AVAILABILITY OF UTILITY SERVICES: The Government will furnish water and power in the quantity not to exceed the amount necessary for the normal prosecution of the work, at the nearest available outlet. The Contractor shall make all piping and wiring connections thereto and shall extend the services to the site of the work. On completion of the work, the Contractor shall remove all such temporary connections and any removed or damaged portions of the Government services at the points of connection shall be repaired or replaced.

Other Utilities: The Contractor shall make arrangements to obtain all utilities not furnished by the Government, at his/her own expense.

The Government will not provide refuse facilities. The Contractor will be required to dispose of all garbage and other waste materials generated by his work at a licensed off-site landfill.

14. ORAL MODIFICATION: No oral statement of any person other than the Contracting Officer or as delegated by the Contracting Officer as provided in the Basic Contract shall in any manner or degree modify or otherwise affect the terms of this Contract.

15. TIME FOR COMPLETION: All work and services under the base bid shall be completed within 370 calendar days after award of the task order.

16. WORK SCHEDULE: All work shall be performed during normal working hours, between 0600 and 1700, Monday through Friday, except (a) federal holidays, or (b) other days so designated by the Contracting Officer's Representative or the ISD DPW Engineering POC. Any work other than these hours or weekend work will be permitted only when advance written approval has been issued by the ISD DPW Engineering POC three working days in advance. All work associated with the pre-engineered enclosure affecting road closure, or restricted traffic flow shall be performed after normal working hours unless approved in advance as part of the construction schedule. To work on post at any other times will require a request to the ISD DPW Engineering POC 48 hours in advance.

17. DELIVERABLES: Upon completion of the construction and prior to final payment, the Contractor will supply the On Site Representative with two (2) copies of the following:

As Built Drawings as per TYAD CADD Standards Manual listed in Appendix D:

Operation and maintenance manuals. Submit 3 copies. Information shall include: Safety precautions, Normal operations, Lubrication data, Preventive maintenance plan and schedule, Troubleshooting guides and diagnostic techniques, Wiring diagrams and control diagrams, Maintenance and repair procedures, Removal and replacement instructions, Spare parts and supply list, Parts identification, Warranty information, Test equipment and special tool information, and Contractor information.

All new underground utilities within the construction area shall be located and identified on the as-built drawings using the Pennsylvania (North) State Plane coordinate system (North American Datum 1983 Feet (NAD83)) to obtain a NORTHING and EASTING. While vertical surveys will use the North American Vertical Datum (NAVD) 1988 coordinate system for an ELEVATION as detailed in paragraphs 1 through 9 below. Providing survey data is not a substitute for other marking methods. Contractors are responsible for implementing other markings such as tracing wire or tape as required.

The actual location, materials and sizes within the construction area shall be measured and provided with a Northing, Easting and Elevation with respect to the proper datum as previously mentioned. These coordinates shall be shown for all change in direction for points such as T’s, Y’s, Elbows, etc. and all surface or underground components such as valves, manholes, drop inlets, clean outs, meters, etc. in order to provide the location of these lines and appurtenances which may be determined in the event the surface openings or indicators become covered over or obscured.

The descriptions of exterior utilities shall include the actual quantity, size, and material of the utility lines. The AS-BUILT drawings shall show dimensions to two permanently fixed surface features at the end of each run, including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a Northing, Easting, and Elevation point based upon the Pennsylvania (North) State Plane coordinate system (North American Datum 1983 (NAD83)).

There will be an allowable tolerance of one foot (1’-0”) in either direction (Vertical or Horizontal) for any and all utilities aforementioned.

The location and dimensions of any changes within the building structure.

Layout and schematic drawings of electrical circuits and piping.

Correct dimensions and details transferred from shop drawings.

Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans with a Northing, Easting and Elevation based upon the Pennsylvania (North) State Plane coordinate system (North American Datum 1983

(NAD83)).

Actual location of anchors, construction and control joints, etc., in concrete.

Changes in location of equipment and architectural features.

18. BID SCHEDULE

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

BASE BID:

01 BLDG 1A Construction 1 Job L.S. $

02 BLDG 1B Construction 1 Job L.S. $

03 BLDG 1C Construction 1 Job L.S. $

04 BLDG 1D Construction 1 Job L.S. $

05 BLDG 1E Construction 1 Job L.S. $

06 BLDG 3 Construction 1 Job L.S. $

07 Total Construction 1 Job L.S. $

***END OF SPECIFICATION***