U-Lot Attachment 1 - Project Specifications.pdf

IJO# 846209S

SPECIFICATIONS

For

U PARKING LOT IMPROVEMENTS

Date: June 25, 2024

Prepared By:

TOBYHANNA ARMY DEPOT

ENGINEERING DIVISION

11 HAP ARNOLD BOULEVARD

TOBYHANNA, PA 18466-5100

U Parking Lot Improvements UPARKING

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 99 08/15 SCOPE OF WORK

01 14 00.00 99 05/24 WORK RESTRICTIONS

01 30 00.00 99 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 99 02/15 PROJECT SCHEDULE

01 33 00.00 99 01/2018 SUBMITTAL PROCEDURES

01 35 26.00 99 05/24 CONTRACTOR SAFETY STANDARDS FOR TYAD

01 35 53.00 99 05/24 TYAD SECURITY OPERATIONS REQUIREMENTS

01 45 00.00 99 04/17 QUALITY CONTROL

01 57 19.00 06 01/22 STANDARD SPECIFICATIONS FOR PROJECTS

UNDER THE NATIONAL ENVIRONMENTAL

POLICY ACT IN ACCORDANCE WITH 32 CFR

651 PROPONENT ELTY-ISP-N

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

02 41 00.00 99 05/10 DEMOLITION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

IJO# 846209S 06/27/24

SECTION 01 11 00.00 99

SCOPE OF WORK

08/15

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

This contract will consist of excavating, regrading, paving, and line striping a section of the U-Lot at Tobyhanna Army Depot (TYAD). The construction services necessary to complete this work includes providing all licenses, permits, labor, materials, equipment, supervision and management to complete the project as listed herein. Any exceptions shall be submitted in writing for government review and approval.

Any and al l di mensi ons need t o be conf i r med by t he cont r act or and Tobyhanna i s not r esponsi bl e f or t he accur acy of t he di mensi ons pr ovi ded.

Any di scr epanci es shal l be br ought t o t he at t ent i on of t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) i mmedi at el y.

All work to be in accordance with specifications and information provided and shall conform to the most cur r ent ver si on of PennDOT Pub 408 at time of award. If there are conflicting specifications, the more stringent shall apply or as directed by the COR.

1.2 KEY ELEMENTS

a. Saw cutting the existing asphalt area as shown on Sheet C-1.

b. Excavating and removing one (1) ft of material in area shown on Sheet C-1.

c. Removal of concrete pad shown on Sheet C-1.

d. Proofrolling and compacting existing subgrade per the latest change to PennDOT Pub 408.

e. Regrading existing area shown on Sheet C-2 to provide positive drainage to existing drainage inlets.

f. Application of full depth pavement. The work will consist of applying subbase, base course, and wearing course.

g. Eradication of existing line stripping that interferes with updated line striping.

h. Provide new roadway markings and striping as shown on Sheet C-3.

1.3 SPECIFICATIONS AND REQUIREMENTS

The following requirements shall be applied to all work as applicable herein.

a. Contractor shall submit a typical traffic control plan prior to commencement of work to the COR for approval. Flaggers shall be

SECTION 01 11 00.00 99 Page 1 utilized during any major roadway closures, lane closures, or high-volume areas where work is being conducted. The Contractor shall follow all current MUTCD guidelines for traffic control during construction activities.

b. All material shall be submitted to the COR for approval prior to installation.

c. All work areas or sites shall be clean and in equal or better condition once construction is completed. Contractor shall, to the maximum extent feasible, ensure that there is positive drainage away from all new asphalt.

d. Asphalt concrete mixture shall not be placed when it is raining or when rain is imminent, on a saturated surface, on an unstable/yielding roadbed, when the base material is frozen, or when weather conditions prevent proper handling or finishing of the mixture. Asphalt concrete mixture shall not be placed unless the surface temperature is forty-five degrees (45º) Fahrenheit or warmer and the ambient air is at least forty degrees (40º) Fahrenheit and rising. Air temperature shall be measured in the shade away from heat sources at the paving site. Exceptions to this can be made if directed by the COR.

e. In the event of damage, immediately make all repairs and replacements necessary to the satisfaction of the COR at no additional cost to the Owner.

1.4 PRODUCTS, MATERIALS AND EXECUTION

a. Bituminous concrete Base Course (BC-BC) and top/wearing course shall meet PennDOT Standard 408/2020 Sections 300 & 400.

b. Full depth Asphalt Resurface

1. Preparation: Prepare subgrade in accordance with PennDOT standard 408 - Section 210. Saw cut around designated area and perform Class 1 excavation to one (1) ft depth and then backfill in accordance with PennDOT Standard 408/2020 Section 200. All` side walls of existing asphalt shall have a hot tack coat applied.

2. The application scenario is to place 6" of PennDOT No. 2A, 4" of BC-BC, and a 2" layer of wearing course. However, in some areas where subbase is not at desired grade, more material may be approved for application.

- Compact PennDoT No. 2A to within 97% of its maximum dry density.

- Minimum compaction required for base course is 90%

- Minimum compaction required for wearing course is 92%

- Third party testing must be supplied and proof of NECEPT certification must be submitted and approved by the COR.

- Test reports must be submitted and approved by the COR prior to acceptance of payment.

3. After completion of full depth pave, an asphalt crack sealer (Type 1 - ASTM D 6690) shall be applied around all edges for sealing.

SECTION 01 11 00.00 99 Page 2

4. If subgrade is in poor condition, the contractor shall contact the COR for further guidance. If additional subbase is needed, the contractor shall excavate 6" of sub-grade and place 6" of Class 2A structural fill material compacted to at least 95% of the maximum dry weight density in accordance with ASTM D-1557.

c. Painting/Pavement Markings

1. Conduct painting operations in accordance with PennDOT standard 962.

2. Paint: paint shall conform to PennDOT bulletin 15 (qualified products list for construction). All paint shall be highway white, blue, or yellow according to PennDOT standard 962 and the Manual of Uniform Traffic Control Devices (MUTCD) standards.

3. Preparation: Thoroughly clean the areas where pavement markings will be applied. Prepare all areas as needed by brooming or air machine prior to painting.

4. Painting: Apply the painting in accordance with the manufacturer's published recommendations, using all means necessary to protect the paint surfaces until dry. Application shall be in accordance with PennDOT standard 962 and the Manual of Uniform Traffic Control Devices (MUTCD) standards.

5. Restrictions: Line painting operations must be completed on off hours, Regular Days Off (RDO) and weekends, or as directed by the

COR.

1.5 PERIOD OF PERFORMANCE

Period of performance for this task order shall be 60 days after issuance of notice to proceed.

1.6 LOCATION

The work is located at the Tobyhanna Army Depot, Tobyhanna, PA, approximately as indicated. The exact location will be shown by the Contracting Officer's Representative (COR).

1.7 OCCUPANCY OF PREMISES

Construction site will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the COR a sequence of procedure, means of access, space for storage of materials and equipment, traffic control planand use of approaches.

1.8 EXISTING WORK

Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

SECTION 01 11 00.00 99 Page 3

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 COR. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.9 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation (and/or drilling), and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 14 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

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

1.9.1 Notification Prior to Excavation

Notify the COR at least 14 Days prior to starting excavation work.

1.9.2 Tobyhanna Army Depot (TYAD) Excavation Permit

The contractor will be responsible for obtaining and completing the latest Tobyhanna Army Depot excavation permit form ELTY 6433, dated February 2023 provided by the COR.

Contractors shall comply with Tobyhanna Excavation Permit and the Pennsylvania One Call System (POCS). This procedure applies to any excavation 18 inches or deeper including digging, boring, drilling, and driving stakes.

1. The excavator shall outline the proposed excavation site with white paint or mark the corners with white flags before requesting a permit.

2. Request Excavation Permit from TYAD Project COR.

3. Call Pennsylvania One Call System at 800-242-1776 or 811 and submit the TYAD In-House Excavation Permit no less than 10 TYAD operating days prior to excavation.

4. PA One Call System will notify the pertinent facility owners (which includes TYAD).

5. Facility owners will mark their utilities and TYAD will provide a signed permit to the excavator if approved.

SECTION 01 11 00.00 99 Page 4

6. TYAD has a maximum of three working days to approve a permit. However, a permit may be declined after the ticket from POCS is received due to interference with existing utilities or other conflict(s).

7. Excavator must have a signed permit on the job site at all times.

8. The excavator is responsible for maintaining any markings made by the facilities owners.

9. The excavator is expected to hand dig within thirty (30) inches of marked facilities. (Refer to www.paonecall.org, www.apwa.net, and www.commongroundalliance.com for the regulations and best practices.)

10. Contractor will be responsible for damages to utilities outside of areas site-marked in white. It is the responsibility of the contractor to contact the COR if digging is to occur outside of the PA1CALL purview and such occurrences may need additional TYAD Excavation permit(s) and/or POCS ticket(s).

1.10 GOVERNMENT-INSTALLED WORK

The Government may install equipment or perform other work at the job site, excluding inspection and testing if it is listed in the Scope of Work.

PART 2 CONTRACT DOCUMENTS

The attached drawings are for reference only. All dimensions shall be verified by the contractor and Tobyhanna Army Depot is not responsible for any inconsistencies.

a. U Parking Lot - Design Drawings

Drawing Number Description A-8-365 (CS-1) Cover Sheet A-8-366 (C-1) Demolition Plan A-8-367 (C-2) Site Plan A-8-368 (C-3) Parking Plan A-8-369 (C-4) Site Details

b. Publication

Supplemental Data - Publication PUB 408_2020.pdf - Department of Transportation Pub 408/2020 (Latest)

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SECTION 01 11 00.00 99 Page 5

SECTION 01 14 00.00 99

WORK RESTRICTIONS

05/24

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Personnel List; G

List of Contact Personnel; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

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

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.1.2 Escorting Policy

Primary ontractors, associated sub-contractors and their employees must be able to obtain and hold unescorted access to the installation. Any contractor personnel needing a government escort will be denied access to the installation for this contract unless otherwise approved in writing by the COR when special circumstances apply.

1.2.1.3 No Smoking Policy

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

SECTION 01 14 00.00 99 Page 1

Contracting Officer's Representative (COR) will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer's Representative, between Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

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

1.2.4 Utility Cutovers and Interruptions

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

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 6 hours. This time limit includes time for deactivation and reactivation.

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

PART 2 PRODUCTS

Not Used.

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SECTION 01 14 00.00 99 Page 2

SECTION 01 30 00.00 99

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUPERVISION

1.2.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work.

1.2.2 Superintendent Qualifications

The project superintendent must be familiar with the requirements of EM 385-1-1 , have experience in the areas of hazard identification and safety compliance, as well as requirements stated in SECTION 01 35 26.00 99 CONTRACTOR SAFETY STANDARDS FOR TYAD. The individual must be capable of interpreting construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer's Representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.2.2.1 Duties

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

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

For this task order only, the project superintendent shall serve as the Quality Control Manager (QCM) and the Site Safety Health Officer (SSHO).

Project superintendent shall be responsible for performing all duties included in section 01 45 00.00 99 QUALITY CONTROL.

1.3 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, SECTION 01 30 00.00 99 Page 1 provide the Contracting Officer's Representative a single (only one) e-mail address for electronic communications from the Contracting Officer's Representative related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer's Representative may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

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

1.4 MEETING INVITATIONS/NOTIFICATIONS

Notify the Contracting Officer's Representative of all scheduled meetings a minimum of 48 hours in advance utilizing Microsoft Office Outlook Invite for invitations/notifications unless otherwise noted.

PART 2 PRODUCTS

Not Used.

-- End of Section --

SECTION 01 30 00.00 99 Page 2

SECTION 01 32 01.00 99

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Initial Project Schedule; G

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule.

PART 2 PRODUCTS

2.1 SOFTWARE

Not Used.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare a Project Schedule, as specified herein. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities to include lead times. The scheduling of the entire project is required. The scheduling is the responsibility of the Contractor. Contractor management personnel must actively participate in its development.

3.2 BASIS FOR PAYMENT

The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the initial schedule and subsequent rejection of payment requests until compliance is met.

SECTION 01 32 01.00 99 Page 1

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop a simplified Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution.

3.3.2 Mandatory Tasks

Include the following activities/tasks in the simplified project schedule.

a. Demolition

b. Start of new work

d. Long procurement activities

c. Contractor's pre-final inspection.

d. Correction of punch list from Contractor's pre-final inspection.

e. Government's pre-final inspection.

f. Correction of punch list from Government's pre-final inspection.

g. Final inspection.

3.3.3 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.4 Contract Milestones

Milestone activities are to be used for significant project events including, but not limited to project start and end activities, or interim completion dates.

3.3.4.1 Project Start Date Milestone

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" date equal to the date that the NTP is acknowledged.

3.3.4.2 End Project Finish Milestone

The last activity in the schedule must be a finish milestone titled "End Project."

3.3.5 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

SECTION 01 32 01.00 99 Page 2

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and man-hours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 SIMPLIFIED PROJECT SCHEDULE SUBMISSION

Within 15 calendar days after the NTP is acknowledged submit the Simplified Project Schedule defining the planned operations detailed for the contract effort.

3.5 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the Contracting Officer's Representativein accordance with the contract provisions and clauses for approval within 10 days of a delay occurring.

3.5.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date. Evaluate multiple impacts chronologically; each with its own justification of delay. With multiple impacts consider any concurrency of delay.

3.5.2 Time Extension

The Contracting Officer must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date.

3.5.3 Impact to Early Completion Schedule

No extended overhead will be paid for delay prior to the original Contract Completion Date for an Early Completion IPS unless the Contractor actually performed work in accordance with that Early Completion Schedule. The Contractor must show that an early completion was achievable had it not been for the impact.

3.6 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the Contracting Officer's Representative may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding

SECTION 01 32 01.00 99 Page 3 additional crews, longer work hours, extra work days, etc.

3.6.1 Failure to Perform

Failure to perform work and maintain progress may result in an interim and final unsatisfactory performance rating and/or may result in corrective action directed by the Contracting Officer's Representative, and other contract provisions.

-- End of Section --

SECTION 01 32 01.00 99 Page 4

SECTION 01 33 00.00 99

SUBMITTAL PROCEDURES

01/2018

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer's Representative (COR) 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.

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 Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to the start of construction.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Accident Prevention Plan (APP)

List of Definable Features of Work (DFOW)

SECTION 01 33 00.00 99 Page 1

Production Activity Schedule

Quality Control (QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

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-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a Canmaterial, 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.

SECTION 01 33 00.00 99 Page 2

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.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

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, SECTION 01 33 00.00 99 Page 3 maintenance and repair of the item.

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

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 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 incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer's Representative. Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer's Representative.

1.4.2 For Information Only (FIO)

Submittals not requiring Government approval will be for information only.

SECTION 01 33 00.00 99 Page 4

1.5 PREPARATION

1.5.1 Transmittal Form

Use the transmittal form ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted.

Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Electronic File Format

Provide submittals in electronic format. Maintain hard copies of approved submittals at the field locations (field office, site facilities, etc.)

for use by Contractor and Government personnel. Use submittal tracking and transmittal documents (Eng Form 4025). Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer's Representative. 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's Representative.

Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. 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's Representative. Provide electronic documents over 10 MB on a CD-ROM, or through an electronic file sharing system such as the DoD SAFE Web Application when granted an upload invitation by Goverment personel. Located at the following website:

https://safe.apps.mil/.

Provide hard copies of submittals when requested by the Contracting Officer's Representative. Up to four additional hard copies of any submittal may be requested at the discretion of the Contracting Officer's Representative, at no additional cost to the Government.

1.6 FOR INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer's Representative 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's Representative 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.

SECTION 01 33 00.00 99 Page 5

1.7 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to Government.

1.7.1 Considering Variations

Discussion with Contracting Officer's Representative 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).

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.

1.7.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer's Representative, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. 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-R 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.

1.7.3 Warranting that Variations are Compatible

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

1.7.4 Review Schedule Extension

In addition to normal submittal review period, a period of 20 working days will be allowed for consideration by the Government of submittals with variations.

1.8 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 (if any) at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 7 calendar days will be allowed and shown on the register for review and approval of submittals for HVAC control systems.

a. 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.

SECTION 01 33 00.00 99 Page 6

b. 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's Representative 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."

c. Period of review for each resubmittal is the same as for initial submittal.

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer's Representative, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance and compliance with contract documents.

c. 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. Electronic email will be sent from the Government to the Contractor with the Review Notation, as specified below.

1.9.1 Review Notations

Government review will be completed within 14 calendar days after date of receipt of submission by the Government. Submittals will be returned to the Contractor with the following notations:

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

b. 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.

c. 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.

d. 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.

SECTION 01 33 00.00 99 Page 7

1.10 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer's Representative.

If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract; notice is to be given to the Contracting Officer's Representative. 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.

1.11 APPROVED SUBMITTALS

The Contracting Officer's Representative's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist.

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

1.12 APPROVED SAMPLES (if any)

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 shall assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted 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's Representative 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's

SECTION 01 33 00.00 99 Page 8

Representative does not relieve the Contractor of his responsibilities under the contract.

1.13 WITHHOLDING OF PAYMENT

No payment for materials incorporated in the work will be made if all required Designer of Record or required Government approvals have not been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or deviations from the Solicitation or Accepted Proposal.

1.14 STAMPS

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

SECTION 01 33 00.00 99 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

3.1 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the work specified in this section and all costs in connection therewith shall be included in the costs of all the bid items.

-- End of Section --

SECTION 01 33 00.00 99 Page 10

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SECTION 01 35 26.00 99

CONTRACTOR SAFETY STANDARDS FOR TYAD

05/24

PART 1 GENERAL

Below are some "installation specific" safety standards which contractors are required to adhere to while performing any work on Tobyhanna Army Depot. It is the contractor's responsibility to always incorporate these particular requirements into their daily operations while under contract and to institute these specifics into their overall site safety controls.

These do not substitute or deflect in any way the requirement to institute and adhere to all OSHA 29 CFR 1910 & 1926 and USACE EM385-1-1, site safety standards as well as all applicable contractual Federal Acquisition Regulations while performing the work under this contract at Tobyhanna Army Depot.

It is the responsibility of the contractor to enforce the below requirements as well as all current revisions of the above referenced standards. Failure to enforce safety requirements on the depot can result in immediate stop works, safety stand down orders and even complete termination of the contract.

1.1 IMPORTANT PHONE NUMBERS

Fire or Emergency: 911 Fire Department - (Non-Emergency): 570-615-7300 Security: 570-615-7550 Safety Office: 570-615-7027

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

SD-06 Test Reports

Accident Reports; G

SD-07 Certificates

Activity Hazard Analysis (AHA); G

PART 2 CONTENTS

2.1 THE CONTRACTOR IS SOLELY RESPONSIBLE AND LIABLE FOR JOB- SITE SAFETY

a. Review of the project plans and other documents by any government appointed official does not constitute an acceptance of Federal responsibility or liability for the adequacy of the safety measures

SECTION 01 35 26.00 99 Page 1 identified for…