Attachment_A_-_Statement_of_Work.pdf

ATTACHMENT “A”

TABLE OF CONTENTS

For

STATEMENT OF WORK:

MECHANICAL SYSTEMS REPAIR

NATIONAL CONSERVATION TRAINING CENTER (NCTC)

SHEPHERDSTOWN, WV

March 21, 2017

Description Section Pages

Table of Contents 1 Summary of Work 01 11 00 2 Work Restrictions 01 14 00 4 Administrative Requirements 01 30 00 3 Submittal Procedures 01 33 00 10

Exhibit 013300-A: Transmittal Form - ENG Form 4025

Exhibit 013300-B: Submittal Register – ENG Form 4288

Sources for Reference Publications 01 42 00 3 Demolition 02 41 00 4 Common Piping for HVAC 23 05 15 11 Low Pressure Water Heating Boilers 23 52 43.00 20 9

Exhibit 23 52 43.00 20-A: Manufacturer’s Data for Existing Boilers

Contract Drawings 7

Total 71

Mechanical System Improvements MECH2017

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Facility Description

The National Conservation Training Center (NCTC) is an active training facility for the U.S. Fish and Wildlife Service. The NCTC site is a campus setting with multiple buildings, which include lodges, offices, training rooms, a large auditorium, a laboratory, dining facilities, gymnasium, operations support, etc.

B. Project Description

In general, the work of this project consists of upgrading the existing hot water systems by:

1. Replacing two boilers, one in Housing Unit 1 (H1 - Leopold Lodge) and one in Housing Unit 3(H3 - Rachel Carson Lodge).

These boilers provide for domestic hot water and building heat in their respective lodges.

2. Installing a new flow control valve on the 4" perimeter hot water supply piping in the mechanical room of the instructional building, I-East (IE).

All work shall be performed as described in the construction documents.

C. Location

The work is located on the campus of The National Conservation Training Center (NCTC), 698 Conservation Way, Shepherdstown, WV, as indicated.

1.02 OCCUPANCY OF PREMISES

Unless noted otherwise, building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.03 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 will remain.

SECTION 01 11 00 Page 1

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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.01 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

OSHA 1926 Occupational Safety and Health Requirements Regulations (Standards - 29 CFR)

1.02 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

Personnel List; G

1.03 GENERAL FACILITY HOURS, ACCESS AND COORDINATION

A. Normal Buisness Hours: NCTC is an active training campus. Normal facility business hours are between 8:00 am and 5:00 pm, Monday through Friday, excluding Government holidays.

B. Access: The Contractor, subcontractor, and all employees shall stop and check in with the guard on duty at the Guard Station every time they enter the campus.

C. The schedule and sequencing of all work shall be closely coordinated with the Contracting Officer.

D. Closed Weekend - When no guests are scheduled to be on-site and there are no events planned throughout a weekend. Closed weekends typically mean that the Contractor will have full use of the work site from 5:00 pm on a Friday until 11:00 a.m. on the following Sunday in housing units and until 6:30 a.m. on the following Monday in educational buildings and offices. Closed weekends can be confirmed generally two weeks prior to when they occur.

SECTION 01 14 00 Page 1

1.04 SPECIAL SCHEDULING REQUIREMENTS

A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

B. Unless noted otherwise, buildings will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations at the building.

C. Permission to interrupt any public or private roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

D. Work to replace the boilers within the housing units, H1 and H3, shall be closely coordinated with the Contracting Officer and shall occur during a week that the respective housing unit is unoccupied. The Contractor shall schedule the work such that each housing unit can be completed within 5 calendar days. Work will only proceed at one housing unit at a time (i.e. only one housing unit unoccupied for each respective week).

1. The week that can be scheduled for the work will need to occur during a week that the lodge building is unoccupied. The occupancy of the building is based on the student load at the campus, which varies constantly due to classes filling or classes being cancelled.

2. The Contractor shall have all new connections pre-fabricated for the new boiler before starting any on-site work. Once the pre-fabricated pieces are complete, then the campus occupancy schedule will be reviewed and an available week for installation can be determined. It is expected that the Contractor will be prepared to be flexible.

E. Work within Instruction East, IE, shall occur either:

1. During the non-heating season, generally May through October, during normal business hours, or

2. During the heating season, on a closed weekend. Work shall be started after Friday at 5 pm and must be completed, with the hot water piping fully operational, by the following Monday morning at 6:30 a.m.

Work shall be scheduled so as to limit the time the building will be without hot water.

1.05 CONTRACT SAFETY

Comply with the most recent edition of USACE EM 385-1-1 , and federal, state, and local laws, ordinances, criteria, rules and regulations.

1.06 CONTRACTOR ACCESS AND USE OF PREMISES

A. Activity Regulations

Ensure that Contractor personnel employed on the project become familiar with and follow NCTC regulations including safety, fire, SECTION 01 14 00 Page 2 traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1. Emergency Contacts: Provide a list of contact personnel of the Contractor and subcontractors including 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.

2. Identification Badges and Access: Submit a personnel list (access roster). Access will be granted based on the access roster and an official photo identification via a state issued driver's license or other means of identification as approved by the Contracing Officer. The Contractor shall provide the Contracting Officer with an updated access roster as necessary.

3. Vehicle Identification: The Contractor and subcontractor(s) shall have signage (magnetic ok) on each side of vehicles, clearly identifying the associated company.

4. No Smoking Policy: Smoking is prohibited within and outside of all buildings at NCTC, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation.

B. Special Requirements

2. Facility Events: From time-to-time there are various public events held at the facility. Contractor shall adjust his work schedule and work areas as directed by the Government.

3. Facility Restrooms - Use of the building restrooms are a priviledge. Inappropriate use will result in loss of use and contractor shall provide portable toilets for their use.

4. The dining facility and other amenities are not available for Contractor use.

5. No parking in fire lanes. Fire lanes can be used for access into the building for the delivery of material only.

Vehicles shall be removed immeciately after the delivery is complete.

6. Drive and park only on paved roads and pathways.

7. Parking: Employees shall park at the Support Services parking lot. Generally, only one (1) vehicle, such as a foreman's vehicle, shall be permitted to park near the worksite.

C. Storage and Staging Areas

1. There is no storage or staging area within the buildings other than the work area.

SECTION 01 14 00 Page 3

2. There is a contracting staging area that is adjacent to Support Services. Storage trailer(s) can be parked here, in area(s) designated by the Contracting Officer.

D. Building Environment Protection - Source Control

1. Construction and demolition techniques that minimize dust are to be employed as much as possible.

2. Containers of wet products (such as paint, adhesives and sealants) are to be kept closed or covered as much as possible.

3. Select low VOC construction materials whenever possible.

4. Restrict idling of vehicles.

5. Ensure ventiliation to occupied areas is protected from toxic materials and fumes from vehicles and equipment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 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

Schedule Of Work

1.02 SCHEDULE OF WORK

Submit within 15 days after Notice-To-Proceed a construction progress schedule showing the proposed sequence of construction broken down into the major work activities. The schedule time frame format shall be weekly with the first day of each week indicated. Update monthly.

1.03 SUPERVISION

A. 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.

The Superintendent shall have the authority to act on behalf of the Contractor in all areas, to include schedule and price.

B. Superintendent Qualifications

The project superintendent shall have a minimum of 5 years experience in construction with at least 2 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar 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.

1. Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project. The superintendent or qualified alternative must be on-site at all times during the

SECTION 01 30 00 Page 1 performance of this contract until the work is completed and accepted.

C. 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.

1.04 PRECONSTRUCTION

After award of the contract, but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling, prosecution of the work, and clear expectations in the performance of this contract. Major subcontractors who will engage in the work must also attend.

1.05 PROGRESS & COORDINATION MEETINGS

Coordination meetings shall be held as requested by either the Government or the Contractor. The intent of the meeting shall be to discuss the progress of work, schedule, work hours, potential changes, etc.

The Government may choose to schedule recurring progress/coordination meetings on a weekly or biweekly basis.

1.06 HOUSEKEEPING

1. The General Contractor and all subcontractors are to remove dust, debris and other waste from the job site on a daily basis.

2. Waste is to be properly bagged and stored for removal in a timely manner.

3. A wetting agent is to be used to suppress dust where possible.

4. All interior absorptive materials are to be protected from moisture and inspected for signs of moisture damage prior to installation.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 2

SECTION 01 30 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 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

Schedule Of Work

1.02 SCHEDULE OF WORK

Submit within 15 days after Notice-To-Proceed a construction progress schedule showing the proposed sequence of construction broken down into the major work activities. The schedule time frame format shall be weekly with the first day of each week indicated. Update monthly.

1.03 SUPERVISION

A. 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.

The Superintendent shall have the authority to act on behalf of the Contractor in all areas, to include schedule and price.

B. Superintendent Qualifications

The project superintendent shall have a minimum of 5 years experience in construction with at least 2 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar 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.

1. Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project. The superintendent or qualified alternative must be on-site at all times during the

SECTION 01 30 00 Page 1 performance of this contract until the work is completed and accepted.

C. 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.

1.04 PRECONSTRUCTION

After award of the contract, but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling, prosecution of the work, and clear expectations in the performance of this contract. Major subcontractors who will engage in the work must also attend.

1.05 PROGRESS & COORDINATION MEETINGS

Coordination meetings shall be held as requested by either the Government or the Contractor. The intent of the meeting shall be to discuss the progress of work, schedule, work hours, potential changes, etc.

The Government may choose to schedule recurring progress/coordination meetings on a weekly or biweekly basis.

1.06 HOUSEKEEPING

1. The General Contractor and all subcontractors are to remove dust, debris and other waste from the job site on a daily basis.

2. Waste is to be properly bagged and stored for removal in a timely manner.

3. A wetting agent is to be used to suppress dust where possible.

4. All interior absorptive materials are to be protected from moisture and inspected for signs of moisture damage prior to installation.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 2

SECTION 01 30 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

The Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.02 DEFINITIONS

A. Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals (PS) Submittals which are required prior to the start of construction.

SD-03 Product Data (PD) Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports (TR)

SECTION 01 33 00 Page 1

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

SD-07 Certificates (CT) Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions (MI) Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data (OM) Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

B. Approving Authority

Office or designated person authorized to approve submittal.

C. Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals , except those SD-01 Pre-Construction Submittals noted above , construction, materials, products, equipment, and systems

SECTION 01 33 00 Page 2 incorporated or to be incorporated in such construction.

1.03 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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.04 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

A. Government Approved Submittals (G)

Within the terms of the Contract Clause 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, these are considered to be "shop drawings."

B. For Information Only Submittals (FIO)

These are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.05 PREPARATION

A. Transmittal Form

Use the sample transmittal form, Exhibit 013300-A (ENG Form 4025-R), at the end of this specification section, for submitting both Government approved and for information only submittals.

B. Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide two (2) hard copies of the submittals. These hard copies will be retained by the Government. If the contractor wants hard copies returned, these must be provided in the quantity desired to be returned - not to exceed four (4) each. Compile the submittal file as a single, complete document, to include the Transmittal Form described above. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide

SECTION 01 33 00 Page 3 electronic documents over 10MB on an optical disc, or through a secure electronic file sharing system.

1.06 QUANTITY OF SUBMITTALS

A. Number of Samples SD-04 Samples

1. Submit one sample, or one set of samples showing range of variation, of each required item. The sample or set of samples will be retained by approving authority.

2. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

3. Submit one sample installation, where directed.

4. Submit one sample of non-solid materials.

B. Number of Copies of SD-10 Operation and Maintenance Data

Submit three hard copies of O&M Data to the Contracting Officer for review and approval.

1.07 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned.

Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.08 SUBMITTAL REGISTER

See Exhibit 013300-B, at the end of this specification section, for a submittal register showing items of equipment and materials for which submittals are required by the specifications. Prepare and maintain the submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification

SECTION 01 33 00 Page 4 section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

A. Use of Submittal Register

Submit submittal register. Submit project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

B. Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code

Column (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

C. Approving Authority Use of Submittal Register

Update the following fields in the program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

SECTION 01 33 00 Page 5

Column (q) List date returned to Contractor.

D. Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.09 VARIATIONS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

A. Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP), see clause 52.248-3.

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

B. Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 (transmittal form) for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

C. Warranting that Variations are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

D. Review Schedule Extension

In addition to normal submittal review period, a period of 14 calendar days will be allowed for consideration by the Government of submittals with variations.

SECTION 01 33 00 Page 6

1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

1. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

2. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation.

Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

3. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

4. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

1. Note date on which submittal was received.

2. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

3. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and zero copies of the hard copy submittals will be returned to the Contractor, unless additonal hard copies have been provided for this purpose.

A. Review Notations

Contracting Officer review will be completed no later than 20 calendar days after receipt by the Government. Submittals will be returned to the Contractor with the following notations:

1. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

SECTION 01 33 00 Page 7

2. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

3. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

4. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above.

No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.13 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for the project quality control.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.14 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted

SECTION 01 33 00 Page 8 after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material.

Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.15 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements are to be similar to the following:

SECTION 01 33 00 Page 9

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 10

Exhibit 01 33 00 – A Submittal Transmittal Form

Exhibit 01 33 00 – B Submittal Register

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SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.01 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.02 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: storemanager@ansi.org Internet: http://www.ansi.org/

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329 Ph: 800-527-4723 or 404-636-8400 Fax: 404-321-5478 E-mail: ashrae@ashrae.org Internet: http://www.ashrae.org

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@awspubs.com Internet: http://www.aws.org

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763

SECTION 01 42 00 Page 1

Fax: 973-882-1717 E-mail: customercare@asme.org Internet: http://www.asme.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

FLUID SEALING ASSOCIATION (FSA)

994 Old Eagle School Rd. #1019 Wayne, PA 19087-1866 Ph: 610-971-4850 Internet: www.fluidsealing.com

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

445 and 501 Hoes Lane Piscataway, NJ 08854-4141 Ph: 732-981-0060 or 800-701-4333 Fax: 732-562-9667 E-mail: onlinesupport@ieee.org Internet: http://www.ieee.org

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

127 Park Street, NE Vienna, VA 22180-4602 Ph: 703-281-6613 E-mail: info@mss-hq.com Internet: http://mss-hq.org/Store/index.cfm

NATIONAL BOARD OF BOILER AND PRESSURE VESSEL INSPECTORS (NBBI)

1055 Crupper Avenue Columbus, OH 43229-1183 Ph: 614-888-8320 Fax: 614-888-0750 E-mail: information@nationalboard.org Internet: http://www.nationalboard.org

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

1300 North 17th Street, Suite 900 Arlington, VA 22209 Ph: 703-841-3200 Internet: http://www.nema.org/

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 617-770-3000 Fax: 617-770-0700 Internet: http://www.nfpa.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ccb/browse_cat.php?c=68 Order Other Documents from:

SECTION 01 42 00 Page 2

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

General Services Administration 1275 First St. NE Washington, DC 20417 Ph: 202-501-1231 Internet: http://www.gsaelibrary.gsa.gov/ElibMain/home.do Obtain documents from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Internet: https://assist.dla.mil/online/start/ ; account registration required

UNDERWRITERS LABORATORIES (UL)

2600 N.W. Lake Road Camas, WA 98607-8542 Ph: 877-854-3577 E-mail: CEC.us@us.ul.com Internet: http://www.ul.com/ UL Directories available through IHS at http://www.ihs.com

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 3

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.01 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

1.02 PROJECT DESCRIPTION

A. Demolition Plan

Prepare a Demolition Plan and submit proposed outline of demolition, and removal procedures for approval before work is started. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 . Plan shall also include any necessary utility shut-offs and associated expected duration.

Plan shall be approved by the Contracting Officer prior to beginning of demolition work.

B. General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site daily; do not allow accumulations. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections.

1.03 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government.

Repair or replace damaged items as approved by the Contracting Officer. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded.

Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

A. Existing Construction Limits and Protection

Do not disturb existing construction beyond what is necessary for the demolition and installation of new construction. Provide protective measures to control accumulation and migration of dust

SECTION 02 41 00 Page 1 and dirt in all work areas.

B. Utility Service

Maintain existing utilities and protect against damage during demolition and deconstruction operations.

C. Finishes

All carpets and other floor finishes shall be protected from mechanical damage and stains.

All walls, doors, trim work, etc. shall be protected from damage.

1.04 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

Demolition Plan; G

SD-07 Certificates

Waste Recycle Certificate

1.05 REPLACEMENTS

Perform the removal and replacement of items as indicated with workmen skilled in the trades involved. The Contractor shall measure and check the existing equipment prior to removal and disposal to confirm that the new equipment will fit in the space available, with an orientation suited to future maintenance, and with the intended function.

1.06 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the work site and examine the drawings and specifications to determine the extent of the work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.01 EXISTING FACILITIES TO BE REMOVED

A. Utilities and Related Equipment

1. General Requirements

Do not interrupt existing utilities serving occupied or used

SECTION 02 41 00 Page 2 facilities, except when authorized by the Contracting Officer Do not begin demolition or deconstruction work until all utility disconnections have been made. Shut off and cap utilities for future use, as necessary.

2. Disconnecting Existing Utilities

Remove existing utilities as necessary and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer.

B. Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit.

1. Boiler Demolition and Removal - Housing 1 and Housing 3

Demolish and and remove the existing 4-module HydroTherm Multi-Temp, no. 2 oil fired boilers, one each in Housing Unit 1 and Housing Unit 3. Demolition shall include, but is not limited to:

a. Disconnect fuel piping from each burner.

b. Disconnect…