42220158_Open Air Multi-purpose Facility_SPECS.pdf

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Open Air Multi-Purpose Facility in Area 15
Solicitation number
6100061302
Issued by
Lebanon County, Pennsylvania

About this file

This document outlines a state and local contract opportunity for the construction of an open-air multi-purpose training facility located at Area 15, Fort Indiantown Gap in Annville, Lebanon County, Pennsylvania. The project is being administered by the Commonwealth of Pennsylvania Department of Military and Veterans' Affairs (DMVA) and includes general construction and electrical work. Key details include a mandatory pre-bid conference on June 10, 2024, questions due by June 21, 2024, and bids due on July 1, 2024. The project has an estimated range of $1,000,001.00 - $1,500,000.00 for general construction and $50,001.00 - $100,000.00 for electrical, with liquidated damages of $370.00 per day for general construction and $80.00 per day for electrical.

The contract has identified Small Diverse Business (SDB) and Veteran Business Enterprise (VBE) participation goals of 10.0% SDB and 3.0% VBE for the general construction contract. Bids will only be accepted electronically through the PA Supplier Portal website. Additionally, the project is located at Fort Indiantown Gap, which is an access-controlled military installation, and prospective bidders will need to obtain day passes to access the site for the mandatory pre-bid conference.

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PROJECT SPECIFICATIONS

DMVA PROJECT NO. 42220158

For

NEW OPEN AIR

MULTI-PURPOSE TRAINING FACILITY

AREA-15, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA 17003

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS’ AFFAIRS

HARRISBURG, PENNSYLVANIA

Josh Shapiro, GOVERNOR Major General Mark J. Shindler, ADJUTANT GENERAL

Date: 31 JANUARY, 2024

DESIGN PROFESSIONALS

Office of Facilities and Engineering

Bureau of Design and Project Management Bldg. 0-10, Chapel Road, Ft. Indiantown Gap

Annville, Lebanon County, Pa. 17003 Phone: (717) 861-9748 Fax: (717) 861-8583

0000002 - 1 Project#: 42220158 New Open-Air Multi-Purpose Facility

0000002 - DRAWING INDEX

The drawings which form a part of this project are indicated in the following list.

NUMBER DRAWING TITLE

G.1.0 COVER SHEET

G.1.1 ABBREVIATIONS, LEGEND AND GENERAL NOTES

C.1.0 EXISTING SITE PLAN

C.2.0 NEW FACILITY SITE/E&S PLAN

C.2.1 NEW SITE/E&S NOTES & DETAILS

A.1.1 FLOOR PLAN

S.1.1 FOUNDATION PLAN

E.1.1 LIGHTING AND POWER PLANS

The above is an exact list of the drawings included under DMVA Project No. 42220158 and shall be considered a part thereof.

As the work progresses, the Bureau of Design and Project Management may furnish supplemental drawings that may be required for further illustrating details of the work. However, these supplemental drawings will not include the shop drawings, all of which are to be prepared by the Contractor and submitted as hereinafter specified for approval before the work is started.

DMVA Project#: 42220158 0000003 1

0000003 - TABLE OF CONTENTS

SECTION TITLE

DIVISION 01 GENERAL REQUIREMENTS

Section 010100 Summary of Work Section 010400 Coordination and Control Section 013100 Sequence of Construction & Milestones Section 013300 Submittals Submittal Request – Civil Submittal Request – Architectural/Structural Submittal Request – Electrical Section 014000 Quality Control Required Inspections Form/Log Section 016350 DMVA Regulations & Procedures Section 017700 Closeout Procedures Section 017823 Operation and Maintenance Data Section 017839 Project Record Documents

DIVISION 03 CONCRETE

Section 033000 Cast-In-Place Concrete

DIVISION 13 SPECIAL CONSTRUCTION

Section 133419 Pre-Engineered Buildings

DIVISION 26 ELECTRICAL

Section 260500 Common Work Results for Electrical Section 260510 Electrical Equipment Wiring Section 260519 Low-Voltage Electrical Power Conductors & Cables Section 260526 Grounding & Bonding for Electrical Systems Section 260529 Hangers & Supports for Electrical Systems Section 260533 Raceway & Boxes for Electrical Systems Section 260553 Identification for Electrical Systems Section 260573 Overcurrent Protective Device Coordination Study Section 260923 Lighting Control Devices Section 262416 Panelboards Section 262713 Electricity Metering Section 262726 Wiring Devices Section 265119 LED Interior Lighting

DIVISION 31 EARTHWORK

Section 311000 Site Clearing Section 312000 Earth Moving Section 312319 Dewatering

DIVISION 32 EXTERIOR IMPROVEMENTS

Section 321216 Asphatl Paving Section 329200 Turf and Grasses Section 334100 Storm Utility Drainage Piping

DMVA Project#: 42220158 010100 - 1

SECTION 010100 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 STIPULATIONS

a. The General Conditions, drawings and all other attached documents form a part of this Section and all other Sections by reference thereto and have the same force and effect as if printed herewith in full. The Contractor shall be strictly accountable for the cognizance of carrying out the provisions thereof. Contractor shall note that reference to “Project Design Documents” refers to any and all documentation included within the Project Bid and/or Award Package. This includes, but is not limited to drawings, specifications, Government forms, contractual literature, etc.

1.2 SCOPE OF WORK, GENERAL

a. The work under this Contract shall generally consist of, but not necessarily be limited to, providing all labor, material, devices, tools and equipment required for the construction of an open-air structure and associated synthetic turf located in Area 15, Fort Indiantown Gap, Annville, PA. and shall be in total accordance with the specifications and drawings and subject to the terms and conditions of all other Contract Documents.

1.3 PERFORMANCE PERIOD

a. Two hundred and seventy (270) calendar days from Government granted Notice to Proceed.

1.4 WAGE SCALES

a. Wage Scales ARE REQUIRED to be paid on this Project.

1.5 DMVA PROJECT POINT OF CONTACTS

a. Direct all questions pertaining to the project as shown and described in the contract documents to all persons listed below.

i. Contracting Office Representative:

Ms. Tina Rebuck DMVA Procurement and Contracting Building 0-47, Fort Indiantown Gap Annville, PA 17003 Ph.: 717.861.8794 Email: trebuck@pa.gov

DMVA Project#: 42220158 010100 - 2

ii. DMVA Project Manager:

Mr. James Goslin Bureau of Design and Project Management Building 0-10, Fort Indiantown Gap Annville, PA 17003 Ph.: 717.861.8100 Email: c-jamgosli@pa.gov

iii. DMVA Technical Representative:

Mr. Jason Nye Bureau of Design and Project Management Building 0-10, Fort Indiantown Gap Annville, PA 17003 Ph.: 717.861.9748 Email: jnye@pa.gov

b. Should the contractor submit an RFI via email, the subject line shall appear as follows:

1. DMVA Project#: 42220158_New Open-Air Multi-Purpose Facility

2. Additional information can be included thereafter.

1.6 SUBMITTALS

a. See individual Sections and “SCHEDULE OF MATERIAL SUBMITTALS (AF FORM 66)” included within the project Design Documents

b. Submittals shall be emailed to:

Mr. James Gosling (c-jamgosli@pa.gov) Cc: Ms. Tina Rebuck (trebuck@pa.gov) and Mr. Jason Nye (jnye@pa.gov)

c. Each submittal shall include the following:

1. Project number

2. Contract number

3. Related specification section

4. Contractor’s approval stamp

5. Contractors initials and date

6. Area for DMVA-BMCE review stamp

d. All submittals must be approved by the discipline responsible, DMVA-BDPM Design Professional prior to incorporation into the project.

1.7 REQUIRED WARRANTIES

a. Contractor shall provide all required warranties as outlined within the Project Design Specifications and on all included Government AF Form 66’s.

PART 2 – OUTLINE OF REQUIRED WORK

DMVA Project#: 42220158 010100 - 3

2.1 The work of this project consists of but is not necessarily limited to the following. Detailed requirements of the work are described on the pertinent specification sections and/or shown on the drawings.

a. (SINGLE-PRIME CONTRACTOR)

1. Prepare and submit all necessary pre-construction documentation as outlined within the project Design Documents.

2. Preparation and submitting of sealed/signed engineered design of pre-engineered structure and associated concrete foundation, piers and flat work.

3. Outline individual construction tasks/milestones.

4. Installation and maintenance of all required E&S implementations.

5. Initial site preparation and excavation.

6. Installation of concrete foundations, piers, slabs, etc.

7. Erection of pre-engineered structure.

8. Preparation of synthetic turf sb-grade and drainage.

9. Installation of synthetic turf field and post-installation field painting.

10. Excavation/trenching for main electrical distribution feed.

11. Installation of transformer foundation with covers.

12. Installation of rack for service entrance panel and associated gear.

13. Installation of electrical distribution panel(s) and associated wiring.

14. Installation of electrical metering, CT’s, and enclosures.

15. Installation of all conduits, circuit wiring, switching, outlets, and lighting (interior and exterior).

16. Final grading and seeding.

17. Complete Punch Lists and Final Cleaning.

18. Provide all required closeout documentation and training per the Project Design Documents prior to deeming/granting the project complete.

END OF SECTION 010100

DMVA Project#: 42220158 011200 - 1

SECTION 011200 - COORDINATION AND CONTROL

PART 1 - GENERAL

1.1 STIPULATIONS

A. The General Conditions, drawings and all other attached documents form a part of this Section and all other Sections by reference thereto and have the same force and effect as if printed herewith in full. The Contractor shall be strictly accountable for the cognizance of carrying out the provisions thereof.

1.2 SUMMARY

A. Section includes a summary of each contract, including responsibilities for coordination and temporary facilities and controls that govern the performance of the work to complete this project.

B. Specific requirements for work of each contract are also indicated in individual Specification Sections and on Drawings.

1.3 PRIME CONTRACTS FOR CONSTRUCTION

A. Point 1 – General Contractor

1.4 WORK HOURS

A. Regular work hours will be Monday through Friday, 7:00 am to 4:30 pm.

B. Holidays: No work will be allowed on holidays observed by the State and Federal Government.

C. Weekends: No work will be allowed on weekends.

D. Exceptions: If deemed necessary, exceptions to the above can be made. Prime Contractors must submit, in writing, justification for such an exception and approval from the Department must be obtained prior to commencement of any work.

1. Fort Indiantown Gap: Any and all work that takes place outside of the working hours as listed herein, shall be coordinated with the DMVA-FTIG Construction Manager. Contractor(s) performing work on approved dates shall submit, in writing, a list of all employees that will be on site for the days approved. This list of employees will be submitted to the Fort Indiantown Gap Police Dept. by the DMVA-FTIG Construction Manager.

1.5 COORDINATION

A. The General Contractor shall be responsible for coordination between all contracts.

1. Construction operations shall be coordinated to ensure efficient and orderly installation of each part of the work.

DMVA Project#: 42220158 011200 - 2

2. Coordinate installation of different components with other Contractors to ensure accessibility for required construction operations.

3. Make necessary provisions to accommodate items scheduled for later installation.

PART 2 - TEMPORARY FACILITIES AND EQUIPMENT

2.1 GENERAL

A. It shall be the responsibility of the Contractor to provide, maintain, and remove all facilities and equipment necessary for construction operations for individual Contracts. All restoration required due to contract operations, shall be the responsibility of each individual Contractor for his location/area of operation, at no expense to the Department. Where there is conflict with responsibility, the General Contractor shall be responsible for restoration, at no cost to the Department.

1. These items include, but are not limited to:

a. Costs and use charges associated with the facility.

b. Plug-in cords, power cords, and extension cords, power tools.

c. Task lighting and special lighting necessary for construction operations.

d. Storage and fabrication structures/areas.

e. Temporary enclosures for construction activities.

f. Hoisting equipment for construction activities.

g. Waste disposal facilities, including collection and legal disposal of its own waste materials.

h. Daily cleaning of work area.

i. Secure lockup of tools, materials, and equipment.

j. Construction aids, services, and facilities necessary for individual construction activities.

2.2 FIELD OFFICES

A. CONTRACTOR TRAILERS/OFFICES

1. The Prime Contractor(s) shall provide and maintain, at their cost, a suitable office on the premises.

Trailer/offices shall be located based on the either the staging area depicted on the Project Design Documents and/or the location determined during the Pre-Construction Coordination Meeting.

The Contractor shall provide and maintain all necessary services and utilities for their respective offices and/or trailers, to include, but not limited to; electrical services, sanitary and water services, heating and cooling, telephone/fax and internet services.

B. SANITARY FACILITIES

1. Portable Toilets (Porta Johns) – Contractor, at their costs, shall be responsible for providing and maintaining any and all temporary toilet facilities. Toilets are to be utilized by all persons (Contractors, Sub-Contractors, DMVA Personnel, etc.) associated with the project.

a. Cleaning, Pumping and Maintenance of the portable toilets shall be the responsibility of the General Contractor.

DMVA Project#: 42220158 011200 - 3

PART 3 - TEMPORARY SERVICES/UTILITIES DURING CONSTRUCTION

3.1 CONTRACTOR RESPONSIBILTIES

A. The Contractor shall be responsible for all temporary heating, cooling, ventilation, power, lighting and water/sewer. This shall include, unless otherwise indicated, utility-use charges, temporary meters, and temporary connections, necessary during construction operations.

B. The Contractor shall install, operate, protect and maintain the respective temporary services as specified herein during the duration of the entire project.

C. Temporary connections to new and/or existing permanent service lines shall be made at locations as directed by the Department, and when the temporary service lines are no longer required, they shall be removed by the Contractor. Any part or parts of the permanent service lines, grounds and building, disturbed and damaged by the installation and/or removal of the temporary service lines, shall be restored to their original condition by the Contractor responsible for the temporary installation.

D. If the Contractor fails to carry out its responsibility in supplying temporary services as set forth in this contract it is responsible for such failure and the Department may take such action as it deems proper for the protection and conduct of the work and shall deduct the cost involved from the amount due the Contractor. Only those temporary utilities required for construction need to be extended to the work area(s).

3.2 INTERRUPTION OF SERVICES

A. Contractor shall have all needed equipment and material to complete planned work at the site prior to shutting down any system.

B. No additional compensation or time will be given to the Contractor if work must be performed on State or National Holidays or on weekends or on overtime. See Paragraph 1.4 on ‘Working Hours’.

3.3 WELDING

A. Any Contractor using electrical power for welding on the site shall use self-contained engine generating units.

3.4 FIRE EXTINGUISHERS

A. Contractor shall provide UL listed, NFPA approved fire extinguishers (ten (10) lb. minimum) at the construction site during operations, suitable for all types of fires in accordance with OSHA.

END OF SECTION 011200

DMVA Project#: 42220158 013100 - 1 New Open-Air Multi-Purpose Building

SECTION 013100 - SEQUENCE OF CONSTRUCTION AND MILESTONES

Part 1 GENERAL

1.1 STIPULATIONS

A. The specifications sections "General Conditions of Contract" and "General Requirements" form a part of this Section by this reference thereto and shall have the same force and effect as if printed herewith in full.

1.2 GENERAL REQUIREMENTS

A. Before beginning work, the Contractor will be required to prepare a schedule in consultation with the Department. The work must be carried out in full accordance with the schedule. The Contractor shall arrange without any unnecessary interference with the Institution’s operation.

1.3 CRITICAL MATERIALS AND EQUIPMENT

A. The Contractor is cautioned that all necessary and required critical materials and equipment shall be ordered as quickly as possible, in order that the shipping will not delay the progress of the work or completion of the project.

1.4 CRITICAL ITEMS TO BE NOTED AS MILESTONES

A. Refer to the General Conditions regarding construction progress Milestones to be established by the Lead Contractor.

B. Contractor shall submit a construction schedule, for the total project, including all prime contractors critical path work items. The schedule shall be submitted at the pre-construction meeting. The schedule will be reviewed and approved by the designer and the using agency to confirm compliance with construction sequencing and Using Agency training schedule.

1. GENERAL CONTRACTOR

a. Construction Sequencing

1) Submittals

2) Mobilization

3) Site Clearing and E&S Measures

4) Excavation – Foundation

5) Excavation – Footer and Rainwater Drainage

6) Concrete – Foundation (Footers, Frostwalls, Piers, etc.)

7) Concrete - Floor Slab

8) P.E. Building Steel Erection

9) P.E. Building Roof Installation

10) P.E. Building Panel and Insulation Install

11) Gutters and Downspouts

12) Synthetic Turf Sub-base and Drainage

13) Synthetic Turf Installation

14) Underground Electrical Rough-Ins to include trenching

15) Ground Counterpoise and Ring

16) 15KV Cable, Terminations and Testing

17) Transformer and Vault installation

18) Trench backfill, tamping up to rough-grade.

19) 15KV class work

DMVA Project#: 42220158 013100 - 2 New Open-Air Multi-Purpose Building

20) Panel Rough-Ins

21) Branch Circuit Rough-Ins

22) Branch Circuit Wiring

23) Installation of Lighting

24) Installation of devices and outlets

25) Testing and Adjusting

26) Final Connections

27) Final Grading, Seeding

28) Final Cleaning, Puch List Items, Close-Out Documents

END OF SECTION 013100

DMVA Project#: 42220158 013000 - 1

SECTION 013000 - SUBMITTALS

Part 1 GENERAL

A. The specifications sections "General Conditions of Contract" and "General Requirements" form a part of this Section by this reference thereto and shall have the same force and effect as if printed herewith in full.

1.2 SECTION INCLUDES/CONTENT

A. Included in this section of the specifications is a list of approvals required for all materials incorporated into the project. The Department reserves the right to require additional approvals if necessary. No material, equipment or supplies listed herein shall be incorporated into the work until the Contractor has obtained prior approval from the Department.

B. Submittals required by each prime contract are indicated within AF Form 66 “Schedule of Material Submittals” attached to the end of Section 01300.

1.3 SUBMITTAL PROCEDURES

A. Refer to ‘Submittals’ of the General Conditions.

B. Comply with the following or resubmission will be required:

1. Indicate contract number, specification section and building number (as shown on the drawings) on each item submitted.

2. Signify approval by stamp, initialing and dating each item prior to submission to the Professional.

C. Items requiring testing shall be forwarded directly to the approved laboratory. The Contractor shall pay all costs associated with testing.

D. Expedite critical materials, equipment and shop drawings, and other required submissions.

E. Incomplete submissions will be returned for resubmission.

F. Use of substitutions for materials or details shown on the contract drawings or called for in these specifications require written approval from the Department. See General Conditions.

1.4 PRODUCT DATA

A. Manufacturer's printed directions and manufacturer's standard specifications showing all dimensions, cuts, finishes, etc., as well as catalog cuts and ratings of all material will be required and shall be submitted in advance prior to application and/or installation.

1.5 TESTS

A. Refer to ‘Tests’ of the General Conditions.

B. Submit required reports listing items tested, tests conducted and results obtained as specified.

1.6 CERTIFICATIONS

DMVA Project#: 42220158 013000 - 2

A. Submit required certifications in written form identifying authorized representative, manufacturer, systems designer and other required data as specified.

1.7 WARRANTIES

A. Refer to Specifications for required warranties. Copies of proposed warranties specified for products shall accompany the designated submittal of that product.

1.8 OPERATION AND MAINTENANCE MANUALS

A. Manual Format (Use 3-ring binder):

1. Title page with the following information for each system covered:

a. Project Title and DMVA Contract Number (in capital letters)

b. Name of Company

c. Name of the individual to be called

d. Normal telephone numbers

e. Contractor's account number for project

2. Index listing all sections of the Manual.

3. Warranties for equipment furnished in contract. (Index tabbed)

4. Complete system circuit diagrams, block diagrams, copies of all approved shop drawings, which shall clearly illustrate how all the components relate and how they are interconnected and a point wiring diagram.

5. Reports, testing analysis.

6. Operating instructions and maintenance instructions for all equipment and finish materials furnished.

1.9 SUBMITTALS LIST

A. See attached AF FORM 66 “Schedule of Material Submittals” organized by prime contract.

END OF SECTION 013000

AF FORM 66, OCT 89 (COMPUTER GENERATED) PREVIOUS EDITION WILL BE USED

SCHEDULE OF MATERIAL SUBMITTALS

General (.1) - Civil Submittals

PROJECT NUMBER

DMVA 42220158

PROJECT TITLE

TO BE COMPLETED BY PROJECT ENGINEER

TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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1 312000 Aggregate PENNDOT Certificates

1 1 1 IJC

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2 312000 Laboratory & Placed Compaction results of utility trenches, select fill & aggregate

1 1 IJC

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3 Storm Pipe 1 1 A,B

4 329200 – Seed mix, Fertilizer, straw or matting

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5 Rain Garden Materials 1 1 IJC +10

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6 Bituminous Pavement and Sealer

1 1 IJC

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7 Filter Sock 1 1 IJC 1 A,B

A. No deviations, substitutions or changes of materials, to be incorporated into this project, shall be made after approval by the Department, except for written direction by and the approval of the manufacturer of a specific item and re-approval by the Department.

B. The Department retains the right to require additional items not specifically denoted to be submitted for approval and/or additional clarification.

AF FORM 66, OCT 89 (COMPUTER GENERATED) PREVIOUS EDITION WILL BE USED 1 of 5

SCHEDULE OF MATERIAL SUBMITTALS

(ARCHITECTURAL/STRUCTURAL)

PROJECT NUMBER

DMVA/BMCE-

42220158

PROJECT TITLE

New Open-Air Multi-Purpose Facility

SOLICITATION/CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER

TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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(Struct) 033000-133419 PEB Foundation Design X X X NTP

Synthetic Turf and Base X X X X X NTP

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DMVA FORM 66, OCT 08 (EF) PREVIOUS EDITION IS OBSOLETE Page 1 of 2

M SCHEDULE OF MATERIAL SUBMITTALS

Electrical Submittals *

PROJECT NUMBER

D.G.S. N/A

DMVA # 42220158

PROJECT TITLE

New Open-Air Multi-Purpose Facility Fort Indiantown Gap

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260500 – Common Work Results for Electrical, Vibration Isolators

5 NTP

+10 6/8 N/A

260500 – Common Work Results for Electrical, Access Panels

5 5 NTP

+10 6/8 6/

260500 – Common Work Results for Electrical, Concrete

5 NTP

+10 6/8 N/A

260519 – Low-Voltage Electrical Power Conductors & Cables, Conductors and Cables, and Connectors & Splices

5 5 NTP

+10 6/6 6/

260526 – Grounding & Bonding for Electrical Systems, Grounding Conductors, Connectors, Grounding Electrodes, & Conduit Ground Bushings

5 5 NTP

+10 6/6 6/

260529 – Hangers & Supports for Electrical Systems, Support, Anchorage & Attachment Components

5 5 NTP

+10

260533 – Raceway and Boxes for Electrical Systems, Metal Conduit and Tubing

5 5 NTP

+10 6/6 6/

260533 – Raceway and Boxes for Electrical Systems, Boxes, Enclosures, Cabinets, and Sleeves for Raceway

5 5 NTP

+10 6/6 6/

260553 – Identification for Electrical Systems, Identification Materials

5 NTP

+10 6/8 6/

10 260573 – Overcurrent Protective Device Coordination Study 5 NTP

+30 Submit after coordination with all distribution equipment.

11 260923 – Lighting Control Devices/timeclock photocontrol 5 5 5 NTP

+10 6/6 6/9 Provide color change kits for gray

12 262416 – Panelboards 5 5 NTP +10 6/8

6/

Submit after coordination with Overcurrent Protective Device Coordination Study

DMVA FORM 66, OCT 08 (EF) PREVIOUS EDITION IS OBSOLETE Page 2 of 2

M SCHEDULE OF MATERIAL SUBMITTALS

Electrical Submittals *

PROJECT NUMBER

D.G.S. N/A

DMVA # 42220158

PROJECT TITLE

New Open-Air Multi-Purpose Facility Fort Indiantown Gap

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13 262713- Electricity Metering 5 5 NTP +10 6/6 6/

14 262726 – Wiring Devices 5 5 NTP +10 6/8 6/1

0 Devices and cover plates should be gray.

15 265119 – LED Interior Lighting 5 5 5 NTP +10

* NOTE: This form is provided for contract compliance and does not alleviate any requirements stated in the specifications. “NTP” – Notice to Proceed. Combine submittals where appropriate, line items are shown for control only.

DMVA Project#: 42220158

014000 - 1

SECTION 014000 - QUALITY CONTROL REQUIREMENTS

PART 1 - GENERAL

1.1 STIPULATIONS

A. The specifications sections “General Conditions of the Construction Contract”, “Special Conditions”, and “Division 1 – General Requirements” form a part of this Section by this reference thereto and shall have the same force and effect as if printed herewith in full.

B. The Contractor shall be strictly accountable for the cognizance of carrying out the provisions thereof.

Contractor shall note that reference to “Project Design Documents” refers to any and all documentation included within the Project Bid and/or Award Package. This includes, but is not limited to drawings, specifications, Government forms, contractual literature, etc.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.3 SUMMARY

A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required by the Department of Military and Veterans’ Affairs or authorities having jurisdiction are not limited by provisions of this Section.

4. Specific test and inspection requirements are not specified in this Section.

1.4 DEFINITIONS

A. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Government Design Professionals. All Quality Control Services shall be at the Contractor's cost, which shall be included proportionally in all items of payment or contained in any Base Bid or Unit Price on the Proposal.

B. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria.

014000 - 2

C. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.

D. Source Quality-Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill, factory, or shop.

E. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

F. Testing Agency: An entity engaged by the contractor to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

G. Government Required Inspections: All inspections deemed necessary per the DMVA Inspection Form, will require oversight and verification by DMVA-Bureau of Design and Project Management personnel.

H. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

I. Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

1.5 CONFLICTING REQUIREMENTS

A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to the Government Design Professional(s) for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to the Government Design Professional(s) for a decision before proceeding.

1.6 TESTING SUBMITTALS

A. Schedule of Tests: Testing submittals shall include the following:

1. Specification Section number and title.

2. Entity responsible for performing tests and inspections.

3. Description of test and inspection.

4. Identification of applicable standards.

5. Identification of test and inspection methods.

6. Number of tests and inspections required.

7. Time schedule or time span for tests and inspections.

8. Requirements for obtaining samples.

014000 - 3

9. Unique characteristics of each quality-control service.

1.7 CONTRACTOR'S QUALITY-CONTROL PLAN

A. Quality-Control Plan, General: Submit quality-control plan within ten (10) days of Notice to Proceed, and not less than five (5) days prior to preconstruction conference. Submit in format acceptable to Government Design Professional. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality-assurance and quality-control responsibilities.

Coordinate with Contractor's construction schedule.

B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent.

C. Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work requiring testing or inspection, including the following:

1. Contractor-performed tests including subcontractor-performed tests. Include required tests and inspections and Contractor-elected tests and inspections.

D. Continuous Inspection of Workmanship: Describe process for continuous inspection during construction to identify and correct deficiencies in workmanship in addition to testing and inspection specified.

Indicate types of corrective actions to be required to bring work into compliance with standards of workmanship established by Contract requirements and approved mockups.

E. Monitoring and Documentation: Maintain testing and inspection reports including log of approved and rejected results. Include work Government Design Professional and/or Project Manager has indicated as nonconforming or defective. Indicate corrective actions taken to bring nonconforming work into compliance with requirements. Comply with requirements of authorities having jurisdiction.

1.8 REPORTS AND DOCUMENTS

A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections.

Include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample taking and testing and inspecting.

11. Comments or professional opinion on whether tested or inspected Work complies with the

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and re-inspecting.

B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following:

014000 - 4

1. Name, address, and telephone number of technical representatives making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following:

1. Name, address, and telephone number of factory-authorized service representative making report.

2. Statement that equipment complies with requirements.

3. Results of operational and other tests and a statement of whether observed performance complies with requirements.

4. Statement whether conditions, products, and installation will affect warranty.

5. Other required items indicated in individual Specification Sections.

D. Permits, Licenses, and Certificates: For Government’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

1.9 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this article establish the minimum qualification levels required;

individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

F. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

1. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Government Design Professional, with copy to Contractor.

Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

014000 - 5

1.10 QUALITY CONTROL

A. Government Responsibilities: Where quality-control services are indicated as Government’s responsibility, the Government will engage qualified Government personnel and/or an independent testing agency to perform these services.

1. Government will furnish Contractor with names, addresses, and telephone numbers of personnel or testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.

B. Contractor Responsibilities: All testing requirements outlined within the Project Design Documents and/or requested by the Government Project Representatives, are to be the Contractor's responsibility.

Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by the Government, unless agreed to in writing by Government.

2. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

3. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

4. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 013300 "Submittal Procedures."

D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports.

E. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and re-inspecting, for construction work that failed to comply with the Contract Documents.

F. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

1.11 TESTS AND INSPECTION PROCEDURES

A. Required Tests: Contractors shall refer to the Project Specifications for all testing requirements pertaining to individual aspects of the project.

B. Notification of Inspections and Tests: Contractor shall notify the DMVA-BDPM Project Manager of a required or specified inspection and/or inform them of an upcoming test. Contractor shall refer to the

014000 - 6

DMVA Inspection Log for the required allowance of notification (in business days) for requesting inspections and/or observations of tests.

1. Notification of required inspections or tests shall not be less than 48 hours prior to the inspection and/or test. Weekends and Observed Government Holidays shall not be factored into notifications and are not considered as business days.

C. Upon the completion of an inspection or test. The Government Design Professional or Project Manager will approve or dis-approve the work in question and sign and date the Inspection Log within forty-eight

(48) hours of the test or inspection being completed.

D. At no time shall work of any type outlined within the DMVA Inspection Log be covered-up or concealed from view until all required inspections and/or tests have been conducted and the Department has approved it.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials that comply with installation requirements specified in corresponding Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams, that show no visible signs of damage or repair.

B. Protect construction exposed by or for quality-control service activities.

C. In the event of work being deemed unacceptable due to poor workmanship, code violations, failure to meet design intent or following of the design documents, etc., corrective actions will be provided to the contractor along with a timeframe in which the contractor will have to complete the corrective actions.

Communication to the contractor(s) regarding corrective actions will be in the form of meeting minute comments and/or formal (email or written) correspondence provided by the Government Contracting Office.

D. Repair and protection are the Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

E. Failure of the contractor to correct work of any type deemed to be unacceptable, could result in the Government taking actions as outlined within the Project General Conditions.

END OF SECTION 014000

REQ. INSPECTION

NOTICE

(Business

Days)

DEPARTMENT

REPRESENTATIVE (SIGNATURE)

DATE

ACCEPTED

Demolition 72 hours

Footer Environment 48 hours

Underground Mechanical 72 hours

Underground/Overhead Electrical 72 hours

Underground Plumbing 72 hours

Foundation 48 hours

Under-Slab Mechanical 72 hours

Under-Slab Electrical 72 hours

Under-Slab Plumbing 72 hours

Concrete Under Slab/Floor 48 hours

Exterior Wall Construction 48 hours

Mechanical Rough-In 72 hours

Electrical Rough-In 72 hours

Plumbing Rough-In 72 hours

Framing (Interior) 48 hours

Insulation (Interior) 48 hours

Roofing: -

a) Exposed Roof Substrate 72 hours

b) Insulation 72 hours

c) Membrane 72 hours

d) Metal Trim & Flashing 72 hours

e) Gutter and Downspout 72 hours

f) Final Completion of Roof 72 hours

Fire Protection 72 hours

Asphalt/Concrete Paving 72 hours

Final - Mechanical 5 days

Final - Electrical 5 days

Final - Plumbing 5 days

Final - Building 5 days

Final - Site/Grading 5 days

Final - E&S Control Features 5 days

Final - Site Improvements 5 days

NO WORK MAY BE CONCEALED FROM VIEW, UNTIL THE DEPARTMENT HAS APPROVED IT.

Project Name:

Project Location:

DMVA - BUREAU OF DESIGN AND PROJECT MANAGEMENT

INTERNATIONAL BUILDING CODE INSPECTION LOG

Phone Number:

Email:

Project Manager:

DMVA Inspection Procedures Page 1 of 2

Pennsylvania Department of Military & Veterans’ Affairs Bureau of Design & Project Management

INSPECTION PROCEDURES

1. Footing Inspection: Is to be performed after footing is dug with chairs and rods in place before concrete is poured.

2. Underground/Overhead M.E.P Inspection: All underground mechanical, electrical and plumbing trenching must be open and all piping, sleeves and/or conduit required for underground utilities shall be in place and provided with rodent-proofing.

3. Foundation Inspection: Is to be performed before framing work begins or backfill is placed. Grease traps, cleanouts, foundation and roof drains must be in place. Foundation coating must be applied, anchor bolts and top plates shall be installed. Post-pour footing inspection shall be conducted at this time and shall include verification of the depth of the footing, continuity of the footing, width of the footing and determining if the top of the footing is level.

Note: Foundation inspection will not be approved until the plumbing, electrical and HVAC underground work has been approved by the Department.

4. Under-Slab M.E.P. Inspection: Shall be performed after any/all plumbing piping, mechanical piping and electrical conduit has been placed and properly sealed and tested. Required pressure testing of plumbing and HVAC piping shall be completed prior to the Under-Slab Inspection.

5. Under-Slab Inspection: Is to be performed prior to the pouring of the concrete and after the base course or sub-base is properly prepared, the vapor barrier (if required) is in place and reinforcing materials such as rebar or wire mesh is properly positioned.

6. Exterior Wall Inspection: Is to be performed after exterior perimeter walls (concrete, CMU, steel framing, etc.) have been erected. Top plates, bracing, lintels, spray-applied vapor/moisture barriers (if required) and rigid wall insulation shall all be installed prior to the inspection being conducted. Inspection shall be performed prior to the installation of interior framing and M.E.P. rough-ins.

7. Electrical Rough-In Inspection: Is to be performed after the roof, framing, fire blocking and bracing are in place and all wiring and other components to concealed are complete. This inspection is required prior the installation of wall and ceiling finishes.

8. Plumbing Rough-In Inspection: Is to be performed after the roof, framing, fire-blocking, fire-stopping, draft stopping, and bracing are in place and all sanitary, storm and domestic water piping is roughed-in. This inspection is required prior to the installation of wall and ceiling finishes.

9. Mechanical Rough-In Inspection: Is to be performed after the roof, framing, fire-blocking and bracing are in place and all ducting and other components to be concealed are complete. This inspection is required prior to the installation of wall and ceiling finishes.

10. Framing Inspection: Is to be performed before insulation is installed and after all plumbing, electrical and mechanical rough-in work is completed and inspected.

Note: The framing may not be approved until all plumbing, electrical and HVAC rough-in work has been approved by the Department.

11. Insulation Inspection: Is to be performed after the framing work is approved by the Department and all insulation materials have been installed. This inspection is required prior to the installation of wall and ceiling finishes.

12. Fire Protection Systems Inspection: Is to be performed after fire alarm systems and/or fire suppression systems are installed and functioning. The Department has the option to accept installation and test certificates from the installing contractor(s) in lieu of witnessing the testing of fire protection systems.

DMVA Inspection Procedures Page 2 of 2

13. Final Electrical Inspection: Is to be performed after all electrical work in the building has been completed.

14. Final Mechanical Inspection: Is to be performed after all HVAC work in the building has been completed.

15. Final Plumbing Inspection: Is to be performed after all plumbing work in the building has been completed.

16. Final Building Inspection: Is to be performed after all items contained within the project design documents have been completed and all prior inspections have been completed and approved. These items include, but are not limited to:

a. General Building:

Interior and Exterior Finishes Roofing Materials/Flashing Egress Accessibility (including site) Final Grading Site Plan Compliance – Erosion & Sediment Control Measures

b. Electrical Work

c. Plumbing Work

d. Mechanical Work

e. Fire Protection Systems

f. Energy Conservation

17. Department of Military & Veterans’ Affairs (DoD) Special Inspections: Certain facility types and specific components of the facility, may require additional inspections prior to the final acceptance of the facility by the Department. Components such as, but not limited to; weapons vaults, security monitoring, fuel distribution and/or storage, vehicle maintenance exhaust systems and secure communication rooms all may require special inspections.

If not outlined within the…

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