25MIL23401 DIV 01 SPECIFICATION.pdf

SECTION 00 01 01

TITLE PAGE

CT MIL CONSTRUCTION DOCUMENTS PROJECT NO. 25MIL23401

Volume 2 of 2 Project Manual

WLRC Culvert Restoration 85 Light Lane, Windsor Locks, CT

Project No.: 25MIL23401

Prepared By:

Macchi Engineers, LLC.

44 Gillett Street Hartford, CT 06105

Major General Francis J. Evon, Jr. – Adjutant General

State of Connecticut Military Department

Procurement and Contracting 360 Broad Street

Hartford, CT 06105

Project Manual Date: April 1, 2026

SECTION 00 01 01

TITLE PAGE

CT MIL CONSTRUCTION DOCUMENTS PROJECT NO. 25MIL23401

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SECTION 00 01 10

TABLE OF CONTENTS

CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2

DIVISION 01 GENERAL REQUIREMENTS

Section No. Title Page Count

Not Used

01 11 00 Summary of Work 8 01 20 00 Contract Considerations 0 01 23 13 Supplemental Bids 2 01 25 00 Substitution Procedures 6 01 26 00 Contract Modification Procedures 4 01 29 76 Progress Payment Procedures 6 01 31 00 Project Management and Coordination 4 01 31 19 Project Meetings 4 01 32 16 Construction Progress Schedules 4

01 32 16.13 CPM Schedules 0 01 32 33 Photographic Documentation 2 01 33 00 Submittal Procedures 8 01 35 16 Alteration Project Procedures 6 01 35 26 Government Safety Requirements 12 01 42 20 Reference Standards & Definitions 4 01 45 00 Quality Control 4

01 45 23.13 Testing for Indoor Air Quality, Baseline Indoor Air Quality, and Materials 0 01 50 00 Temporary Facilities & Controls 6 01 57 30 Indoor Environmental Control 4 01 57 40 Construction Indoor Air Quality Management Plan 0 01 60 00 Product Requirements 4 01 71 23 Field Engineering 0 01 73 29 Cutting and Patching 4 01 74 19 Construction Waste Management & Disposal 6 01 75 00 Starting & Adjusting 2 01 77 00 Closeout Procedures 6 01 78 23 Operation & Maintenance Data 4 01 78 30 Warranties & Bonds 4 01 81 13 Sustainable Design Requirements 0 01 91 00 Commissioning 0

CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2 (continued)

TECHNICAL SPECIFICATIONS

DIVISION 02 EXISTING CONDITIONS Not Used

Section No. Title Page Count

02 10 00 MAINTENANCE AND PROTECTION OF TRAFFIC 2

02 41 20 SITE PREPARATION AND DEMOLITION 2

DIVISION 03 CONCRETE Not Used

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03 20 00 REINFORCING CONCRETE 2

03 30 00 CAST-IN-PLACE 6

03 40 00 PRECAST CONCRETE BOX CULVERT 6

DIVISION 04 MASONRY Not Used

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DIVISION 05 METALS Not Used

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DIVISION 06 WOOD, PLASTICS AND COMPOSITES Not Used

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DIVISION 07 THERMAL AND MOISTURE PROTECTION Not Used

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DIVISION 08 OPENINGS Not Used

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DIVISION 09 FINISHES Not Used

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CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2 (continued)

DIVISION 10 SPECIALTIES Not Used

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DIVISION 11 EQUIPMENT Not Used

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DIVISION 12 FURNISHINGS Not Used

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DIVISION 13 SPECIAL CONSTRUCTION Not Used

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DIVISION 14 CONVEYING SYSTEMS Not Used

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DIVISION 15 RESERVED

DIVISION 16 RESERVED

DIVISION 17 RESERVED

DIVISION 18 RESERVED

DIVISION 19 RESERVED

DIVISION 20 RESERVED

DIVISION 21 FIRE SUPPRESSION Not Used

CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2 (continued)

DIVISION 22 PLUMBING Not Used

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DIVISION 23 HEATING, VENTILATING AND AIR CONDITIONING Not Used

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DIVISION 24 RESERVED

DIVISION 25 INTEGRATED AUTOMATION Not Used

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DIVISION 26 ELECTRICAL Not Used

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DIVISION 27 COMMUNICATIONS Not Used

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DIVISION 28 ELECTRONIC SAFETY AND SECURITY Not Used

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DIVISION 29 RESERVED

DIVISION 30 RESERVED

CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2 (continued)

DIVISION 31 EARTHWORK Not Used

Section No. Title Page Count

31 00 00 EARTHWORK 8

31 10 00 SITE CLEARING 6

31 11 00 SITE UTILITY PREPARATION AND DEMOLITION 4

31 23 19 DEWATERING SITE 4

31 23 33 TRENCHING AND BACKFILLING 6

31 25 00 STORMWATER POLLUTION & CONTROL PLAN (SWPCP) 8

DIVISION 32 EXTERIOR IMPROVEMENTS Not Used

Section No. Title Page Count

32 12 16 BITUMINOUS ASPHALT CONCRETE PAVING 4

32 13 13 CONCRETE PAVING 4

32 17 23 SIGNS AND PAVEMENT MARKINGS 4

32 31 13 CHAIN LINK FENCES AND GATES 4

32 91 19 TOPSOIL 4

32 92 00 LAWNS & GRASS 8

DIVISION 33 UTILITIES Not Used

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33 40 00 STORM UTILITY DRAINAGE PIPING 8

DIVISION 34 TRANSPORTATION Not Used

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34 71 13 METAL BEAM RAIL 2

DIVISION 35 WATERWAYS AND MARINE Not Used

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DIVISION 36 RESERVED

DIVISION 37 RESERVED

DIVISION 38 RESERVED

DIVISION 39 RESERVED

DIVISION 40 PROCESS INTEGRATION Not Used

Section No. Title Page Count

DIVISION 41 MATERIAL PROCESSING Not Used

CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2 (continued)

DIVISION 42 PROCESS HEATING, COOLING, AND DRYING Not Used

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DIVISION 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT Not Used

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DIVISION 44 POLLUTION CONTROL EQUIPMENT Not Used

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DIVISION 45 INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT Not Used

Section No. Title Page Count

DIVISION 46 RESERVED

DIVISION 47 RESERVED

DIVISION 48 RESERVED

DIVISION 49 RESERVED

CT DAS 5000 (Rev. 10.01.2025) CT MIL PROJECT NO. 25MIL23401

VOLUME 2 of 2 (continued)

DIVISION 50 PROJECT-SPECIFIC AVAILABLE INFORMATION Page Count Not Used

50 10 00 Existing Conditions Information 1 50 20 00 Environmental Assessment Information 50 30 00 Hazardous Building Materials Inspection and Inventory 50 40 00 Subsurface Geotechnical Report 8 50 50 00 Elevator Agreement 50 60 00 FM Global Checklist For Roofing Systems 50 70 00 Statement of Special Inspections 50 80 00 Other Information: 10

End of Section 00 01 10 Table Of Contents

SECTION 01 11 00

SUMMARY OF WORK

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401

PART 1 – GENERAL

1.1 DEFINITIONS

A. Contractor:

Whenever the term "Contractor" is used in these Division 01 General Requirements and the Contract Documents, it may be understood to mean either the Design-Bid-Build (D-B-B) “General Contractor” or the Construction Manager at Risk ("CMR") as applicable to the specific Project.

B. Subcontractor:

Whenever the term "Subcontractor" is used, it may be understood to mean either a Subcontractor or a Supplier, as applicable to the specific Project.

C. Contract:

Whenever the term "Contract" is used in these Division 01 General Requirements and the Contract Documents, it may be understood to mean either the D-B-B General Contractor’s Contract Sum as stated in their Contract or the CMR’s Contract Sum as stated in their CMR Agreement, as applicable to the specific Project.

1.2 RELATED DOCUMENTS

A. The Contract Documents are defined in the D-B-B and CMR Division 00 General Conditions, as applicable to the specific Project.

B. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other

Division 01 Specification Sections, apply to this Section.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Delivery Method:

1. x Design-Bid-Build (DBB);

2. o Construction Manager at Risk (CMR)

B. Project Number: 25MIL23401 C. Project Title: WLRC ROADWAY CULVERT REPAIR D. Project Location: located at 85-152 Light Lane Windsor Locks, Connecticut.

E. The Project Description:

1. This project consists of removing and replacing the existing deteriorated culvert roadway with a new culvert in the same location and footprint as the existing one.

2. The Authorities Having Jurisdiction for Threshold Projects, Non-Threshold Projects, as defined by the Connecticut General Statutes, are the Connecticut Department of Administrative Services (DAS) / Construction Services (CS) Office of State Building Inspector (OSBI) and Office of State Fire Marshal

(OSFM).

F. Owner:

1. Owner’s Name: The Owner is the State of Connecticut, Military Department.

2. Authorized Representative for the Owner: Project Manager Name: Gregory Gallagher

a. Military Project Manager’s Location: The Project Manager is located at 360 Broad Street, Hartford, CT, 06105.

b. Phone: 860-883-2368

c. Email(s): gregory.s.gallagher.mil@army.mil or greg.gallagher@ct.gov

3. Authority: The Project Manager is the only authorized representative for the Military Department to act in matters involving revoking, altering, enlarging or relaxing any requirement of the Contract Documents.

The Project Manager is not empowered to revoke, alter, enlarge, or relax any requirements as detailed within the articles of Division 00 Section 00 72 13 General Conditions Of The Contract for Construction for Design-Bid-Build OR Division 00 Section 00 72 23 General Conditions Of The Contract for Construction for Construction Manager At Risk, as applicable.

a. Related Section: Article 25, All Work Subject To Control of the Commissioner, Division 00

General Conditions of the Contract for Construction.

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401

G. Agency:

1. Agency Name: The Connecticut State (User) Agency is the Connecticut Military department.

2. Agency Representative Name and Title: Maria Morales-Diaz The Agency Representative’s Title is

AFAO.

a. Agency Representative Location: The Agency Representative is located at 360 Broad Street, Hartford, CT 06105

b. Email(s): MIL.projects@ct.gov

3. Authority: The Agency Representative has the administrative authority for the facility and or site where the work is being performed but does not have the authority to change the Contract Documents or direct the Contractor.

H. Architect and Engineer (A/E):

1. Architect’s Name: The Architect representing the firm for this project is Macchi Engineers, LLC.

a. Architect’s Location: The Architect is located at 44 Gillett Street, Hartford, CT.

b. Phone: 860-549-6190

c. Email(s): hmay@macchiengineers.com.

2. The Architect and Engineer (A/E) or their accredited representative is referred to in the Contract Documents as "Architect" or "Architects" or "Engineer" or "Engineers" or by pronouns which imply them.

As information for the Contractor, the Architect’s or Engineer's status is defined as follows:

a. The Architect and Engineer will not make interpretations or decisions directly to the Contractor. All interpretations or decisions will be conveyed through the Construction Administrator to the DAS/CS Project Manager.

b. As the authorized representative of the Department of Administrative Services Commissioner, the Architect and Engineer is responsible for review of shop drawings, materials, and equipment intended for the work, in accordance with the Division 00 "General Conditions" and "Supplementary Conditions”.

3. Wherever the Architect or Engineer is mentioned in the documents in connection with an administrative function, it shall include the Construction Administrator in that function except for shop drawings.

I. Construction Administrator (CA): - N/A

1. Construction Administrator Name: N/A

a. Construction Administrator Location: The Construction Administrator is located N/A

b. Phone: N/A

c. Email(s): N/A.

2. Authority: As information to the Contractor, the Construction Administrator’s status is defined as follows:

a. The Construction Administrator (CA) is referred to in the Contract Documents as “Construction

Administrator” or by pronouns which imply it. All communications concerning the project will be directed through the Construction Administrator or a designated representative(s).

b. The Construction Administrator is the Owner's Agent who will, among other things, monitor and analyze the Contractor’s performance, scheduling and construction, process shop drawings, material, and equipment submittals, review and process periodic billings, review, analyze, and recommend cost changes.

c. Related Section: Article 26 “Authority of the Construction Administrator” of Division 00 “General Conditions of the Contract for Construction”.

3. The Construction Administrator will process all requests for information, interpretations and decisions regarding the meaning and intent of the Contract Documents, consulting with appropriate parties prior to rendering the interpretations or decisions for the Project Manager to the Contractor. All such requests and replies shall be in writing.

J. Work: The Work Includes but is not limited to the following:

1 Culvert Replacement 2 Site construction and earthwork 3 Bituminous asphalt paving 4 Concrete sidewalk

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401

K. The Contractor will include in their bid, all items required in order to carry out the intent of the Work as described, shown and implied in the Contract Documents.

L. It shall be the Contractor's responsibility upon discovery to immediately notify the Construction Administrator, in writing, of errors, omissions, discrepancies, and instances of noncompliance with applicable codes and regulations within the documents, and of any work which will not fit or properly function if installed as indicated on the Contract Documents. Any additional costs arising from the Contractor's failure to provide such notification shall be borne by the Contractor.

M. The Work will be constructed under the Contractor’s Contract as applicable to this Project.

N. The Work will be performed in accordance with the Connecticut Department of Energy and Environmental

Protection’s (DEEP) "General Permit for the Discharge of Stormwater and Dewatering Wastewater from Construction Activities" (DEEP-WPED-GP-015) and Stormwater Pollution Control Plan (SPCP), including, but not limited to, implementing, maintaining, and updating the SPCP, performing regular inspections, conducting and reporting stormwater monitoring activities, retaining records for the required period of time, and performing all post-construction measures and inspections. See Section 01 50 00 "Temporary Facilities and Controls" and Section 31 57 13 Temporary Erosion and Sediment Controls for additional information.

1.4 WORK SEQUENCE (PHASES)

A. Related Documents: Drawings and general provisions of the Contract, including General and

Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

B. The entire Project shall be constructed in 1 Phase(s). Work of these Phase(s) shall be substantially complete, ready for occupancy within 270 Calendar Days of commencement of the Work (the “Contract Time”).

1.5 CONTRACTOR’S USE OF PREMISES

B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy of the existing facility. Coordinate roadway shutdown with Owner.

2. The Contractor shall confine his operations including storage of materials, supplies, equipment, and apparatus to the areas bounded by the contract limits indicated and as directed in the Contract Documents.

3. Existing roads, drives, walks, and parking areas which are not within the contract limit line are to be kept free and clear at all times. All deliveries for the project are to enter the property from security building.

The Contractor shall check all roadways for accessibility and clearances for deliveries of all large material and equipment. The Contractor shall inform the Construction Administrator at least seventy-two (72) hours in advance of these deliveries so they can be coordinated with the Agency so appropriate traffic control, etc. can be provided. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

4. The Contractor shall be responsible for keeping the premises clean and shall pick up rubbish and debris and promptly remove from site.

5. Parking for the Contractor's employees will be limited to an area designated by the Construction Administrator, and the Contractor may be required to provide identification stickers for all employees' cars.

6. Special precautions shall be taken to protect all wetland areas designated to remain. Prevent any and all sediment, debris, or other materials from getting into these areas. Should any sediment, debris, or other materials get into these areas or if any damage occurs to the vegetation therein, the Contractor shall immediately contact the Construction Administrator for direction.

7. The Contractor shall comply with local working hour restrictions, unless specifically approved otherwise in writing by the Owner.

8. No signs, other than those approved by the Construction Administrator, will be visible on the premises.

C. Use of the Existing Building: Maintain the existing building in a weather-tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. Note: Check with Agency special types of conditions. Contractor personnel are not allowed to use the Cafeteria or vending machines within the existing buildings unless authorized in writing by the agency.

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401

1.6 OCCUPANCY REQUIREMENTS

A. Full Agency Occupancy During Construction: The Owner reserves the right to allow the Agency to occupy the site and existing building during the entire construction period. Cooperate with the Agency during construction operations to minimize conflicts and facilitate Agency usage. Perform the Work so as not to interfere with the Agency's operations.

1. Provide adequate building and fire code egress from the buildings during the renovation process and/or as indicated on the Contract Documents. The Contractor will be responsible to maintain and protect egress ways during the construction sequence as required and/or indicated in the Contract documents.

The Contractor shall be responsible for preparing egress plans for Owner approval and for DAS/CS Office of State Building Official and Office of State Fire Marshal for approval if required.

2. Should it become necessary or advisable, as the work nears final completion, for the Agency to occupy a portion of the building prior to final acceptance, the Contractor shall cooperate in completing such areas and making same accessible.

3. The Construction Administrator will determine whether such occupancy or use is possible and, if so, will make arrangements for holding a job inspection with the Project Manager, Agency Representative, and Contractor.

4. A comprehensive list of items to be completed or corrected as issued by the Contractor, together with the status of completion and terms of occupancy, will be forwarded to the Project Manager by the Construction Administrator. A letter will be issued by the Project Manager and Contractor to Construction Administrator granting such occupancy and will state the terms and conditions of occupancy.

5. Prior to partial Agency occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Agency will operate and maintain mechanical and electrical systems serving occupied portions of the building.

6. The Architect will prepare a “Certificate of Substantial Completion” for each specific portion of the Work to be occupied prior to Agency occupancy. Use the “Certificate of Substantial Completion” form as required by the Owner and forward the Certificate to the Military Department for a Certificate of Occupancy and obtain the same after his review and approval.

7. The Project Manager will request a signed “Certificate of Compliance” from The Adjutant General, Architect, and Contractor, if required.

8. A letter from the Project Manager to the Agency Representative with copy to the Contractor granting occupancy will state the terms and conditions of occupancy and that fire insurance coverage has been requested, the effective date of which will indicate to the Contractor that they may cancel fire insurance coverage for that portion of the project.

9. Upon occupancy, the Agency will assume responsibility for maintenance and custodial service for occupied portions of the building.

10. Work after Partial Agency Occupancy:

10.1 For all work to complete the area occupied, warranty work, the balancing and Commissioning

(Cx) of systems, repair of latent defects and adjustments after partial occupancy, the Contractor is responsible for all costs associated with working in occupied buildings.

C. Agency Occupancy:

1. Work after Agency Occupancy:

1.1 For all work to complete the occupied building, warranty work, the balancing and commissioning of systems, repair of latent defects and adjustments after occupancy, the Contractor is responsible for all costs associated with working in occupied buildings.

1.7 OWNER-FURNISHED PRODUCTS

A. There is NO owner-furnished products for this project.

1.8 MISCELLANEOUS PROVISIONS

A. Examination of Site:

1. It is not the intent of the Documents to show all existing conditions. All Contractors and Subcontractors are advised to attend the Pre-Bid Meeting prior to submitting their Bid Proposals. This is the only official

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401 opportunity to visit and examine the site with the Owner, Agency, Architect, Engineer and Construction Administrator.

2. The Contractor should investigate and satisfy himself as to the conditions affecting the work, including but not restricted to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, uncertainties of weather, roads or similar physical conditions of the ground, the character of equipment, and facilities needed preliminary to and during the prosecution of the Work. The Contractor should further satisfy himself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, as well as from information presented by the Contract Documents. Any failure by the Contractor to acquaint himself with the available information shall not relieve him from the responsibility for estimating properly the difficulty and cost of successfully performing the Work.

3. If tests have been done for Asbestos Containing Material (ACM), Lead-Based Paint (LBP) Containing Material, Polychlorinated Biphenyls (PCBs) in Building Materials and/or Mold, then the results are referenced in Section 00 30 00 Available Information and provided in Division 50 00 00 Project- Specific Available Information. See Section 01 35 16 "Alteration Project Procedures" for removal responsibility and additional information.

4. If tests have been done for Contaminated Soils and/or Contaminated Groundwater, then the results are referenced in Section 00 30 00 Available Information and provided in Division 50 00 00 Project- Specific Available Information. See Section 01 35 16 "Alteration Project Procedures" for removal responsibility and additional information.

5. If tests have been done for Work Involving Hazardous Materials, Wastes, and Items and Universal Wastes (Including Products Containing Persistent Bioaccumulative Toxic Chemicals” [PBTs] such as PCBs, Di- 2-ethylhexyl Phthalate [DEHP], and Mercury), the results are referenced in Section 00 30 00 Available Information and provided in Division 50 00 00 Project-Specific Available Information. See Section 01 35 16 "Alteration Project Procedures" for exposure limits and removal responsibility.

6. Subsurface Geotechnical Investigations:

a. If Boring Logs have been prepared for the site of this work they are in the Contract Documents.

b. If Geotechnical Report (s) have been prepared for this project they are referenced in Division 50 00

00 Project-Specific Available Information.

1) The Contractor must interpret the Geotechnical Report (s) according to his own judgement and acknowledges that he is not relying upon the data as accurately describing the subsurface conditions which may be found to exist.

2) The Contractor further acknowledges that he assumes all risk contingents upon the nature of the subsurface conditions, which shall be actually encountered by him in performing the Work of this Contract.

3) The Contractor should visit the site and become acquainted with all existing conditions and may make their own subsurface investigations to satisfy themselves as to the subsurface conditions.

Such investigations shall be conducted only under time schedules and arrangements approved in advance by the Owner.

7. No attempt has been made to locate hazardous material associated with existing site utilities, though it is presumed that at least some asbestos may be discovered associated with underground piping during the course of site and site utilities work. If and when such materials appear, the Contractor shall notify the Owner, who shall direct additional work outside of this Contract to assist in cutting up and disposing of same. The Contractor shall assist the hazardous materials contractor(s) with excavating, heavy lifting, and the like at no additional cost to the Owner.

B. Pre-Bid Meeting:

1. A Pre-Bid Meeting and tour of the site will be conducted as scheduled in Division 00 Section 00 11 16

“Invitation to Bid”. This scheduled meeting is the only official opportunity for the bidders to tour the site with the Owner, Architect, Engineer, Construction Administrator, and Agency.

C. Project Documents:

1. The Specifications and Drawings are intended to describe and illustrate the materials and labor necessary for the work of this Project.

2. Throughout the Technical Specifications, the Connecticut Department of Transportation Standard

Specifications for Roads, Bridges, and Incidental Construction Form 819, current edition including any interim and supplemental specifications are referenced. Where so referenced the requirements set forth

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401 therein are applicable and made a part hereof. Copies of Form 819 are available from the Connecticut Department of Transportation at a nominal charge.

D. Site Logistics Plan(s): The Contractor is required to submit a Site Logistics Plan(s) for this Project. The Site Logistics Plan(s) describe in detail the proposed use of the Site and Building, both inside and outside the Contract Limit Area. Refer to related sections.

1. Related Section: Section 01 31 00 “Project Management and Coordination”, 1.5 Submittals, A, (4).

2. The Site Logistics Plan(s) include, but are not be limited to the following information:

a. phasing requirements;

b. proposed vehicle and equipment access routes;

c. locations of proposed staging/lay-down and storage areas, utility connections;

f. delivery access of materials, handicap access;

g. temporary access-ways;

h. office trailer and dumpster locations;

i. location of perimeter construction fencing and gates;

j. secure channel opening to maintain secure area

E. Scope Review:

1. Prior to signing a Contract with the State, will conduct a full scope review with the apparent Low Bidder to ensure that all of the requirements have been included within the bid. This scope review will highlight all of the specific requirements of the project, a review of the procedures and all of the technical sections of the contract documents.

2. This process will ensure that all of the scope of work included in the contract documents has indeed been included.

F. Specifications, Drawings, and Electronic Data Storage Devices Furnished:

1. The Contractor shall receive one (1) set of Portable Document Format (PDF, latest version)

Conformed Bid Documents (incorporating all Addendum changes made to the Contract Documents during the official Bid Period) on Electronic Data Storage Devices on or about the time of execution of the Contract, free of charge from the Architect. If additional copies are wanted, they will be available at the direct additional cost of their reproduction, to the Contractor.

2. The Contractor shall receive one (1) set of AutoCAD compatible (latest version) Conformed Set of Floor Plans (incorporating all Addendum changes made to the Contract Documents during the official Bid Period) on Electronic Data Storage Devices at no cost on or about the time of execution of the Contract from the Architect. Additional sets of AutoCAD compatible (latest version) Floor Plans on Electronic Data Storage Devices from the Architect shall be available at the cost of their reproduction, to the Contractor.

G. Construction Responsibility:

1. The Contractor shall be responsible for his construction means, methods, techniques, sequences, and procedures employed in the performance of his work and shall have full responsibility for his failure to carry out any part of his work in accordance with the Contract Documents.

H. Overtime Requests:

1. The Contractor shall request approval from the Owner to work overtime. Said request shall be made forty eight (48) hours in advance. All costs for overtime are included in the Contract Sum as stated in Division 00 Section 00 41 00 "Bid Proposal Form."

I. Project Management Software:

1. Military department is not using Project Management Software for this project.

J. Subcontractor Performance Evaluations:

1. Pursuant to C.G.S. Sec. 4a-101, the Contractor shall compile evaluation information during the performance of the contract on each of its subcontractors who are performing work with a value in excess of one million dollars ($1,000,000.00). The Contractor shall complete and submit to evaluations of each such subcontractor upon fifty percent (50%) completion of the project and upon Substantial Completion of the project. The Contractor acknowledges that its failure to complete and submit these evaluations in a timely manner may, by statute, result in a delay in project funding and, consequently, payment to the

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401

Contractor. The Contractor agrees to indemnify and hold the State harmless from any loss, damage, or expense that results from or is caused by the Contractor’s failure to complete and submit the evaluations to in accordance with this provision.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 11 00

CT MIL DEPT 5200 (Rev. 10.15.2024) PROJECT NO.: 25MIL23401

“THIS PAGE INTENTIONALLY LEFT BLANK”

SECTION 01 20 00

CONTRACT CONSIDERATIONS

CT MIL DEPT 5200 (Rev. 10.15.24) PROJECT NO.: 25MIL23401

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Contract Documents and general provisions of the Contract, including General and Supplementary

Conditions, other Division 01 Specification Sections, and Section 00 41 00 "Bid Proposal Form" apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Allowances.

2. Unit Prices.

B. Related Sections: The following Sections contain requirements that relate to this Section:

Section 01 23 13 Supplemental Bids Section 01 26 00 Contract Modification Procedures Section 01 29 76 Progress Payment Procedures Section 01 35 16 Alteration Project Procedures Section 01 35 26 Government Safety Requirements Section 01 50 00 Temporary Facilities And Controls Section 01 77 00 Closeout Procedures

1.3 ALLOWANCES

A. This Section includes administrative and procedural requirements for Allowances.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 01 Section 01 26 00 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

C. Cash Allowances:

1. The Contractor's costs for unloading and handling, labor, installation costs, storage, insurance, overhead and profit and other expense related to the Allowance item shall be included in the Contractor’s Lump Sum Base Bid Amount and not in the Allowance unless stated otherwise in the Allowance Schedule of this section.

2. Architect/Engineer Responsibilities:

a. Consult with Contractor for consideration of Products, suppliers and installers.

b. Select Products in consultation with the Project Manager and transmit decision to Construction

Administrator.

c. Prepare Change Order.

3. Construction Administrator Responsibilities:

a. Consult with Architect/Engineer, Contractor, Project Manager and Agency Representatives for consideration of Products, suppliers and installers.

b. Select Products in consultation with Architect/Engineer, Project Manager and Agency

Representatives and transmit decision to Contractor.

c. Prepare Change Order.

4. Contractor Responsibilities:

a. Assist Architect/Engineer and Construction Administrator in selection of Products and Suppliers.

b. Obtain proposals from Suppliers and offer recommendations.

c. On notification of selection by Construction Administrator execute purchase agreement with designated supplier.

d. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.

CT MIL DEPT 5200 (Rev. 10.15.24) PROJECT NO.: 25MIL23401

e. If the actual cost of an Allowance item is more or less than the given amount, the Contract Sum will be adjusted by Change Order.

5. Allowance Schedule:

No allowances are anticipated for this project

1.4 DEFINED UNIT PRICES - GENERAL

A. This Section includes administrative and procedural requirements for unit prices.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 01 Section 01 26 00 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

2. Division 01 Section 01 29 76 "Progress Payment Procedures" for procedures for submitting Application for Payments.

C. Definition - Unit Price: Amount the Contractor acknowledges in the Bid Proposal Form as a price per unit of measurement for materials or services as described in the Contract Documents.

D. Procedures:

1. Unit Prices included in the Contract Documents are to be used for determining compensation to the

Contractor or Owner for changes to the scope of the work indicated in the Contract Documents, and included in the Lump Sum Contract Price. Special Unit Prices are for items complete, in place, and shall be inclusive of furnishing and installing of all material, labor, trucking, overhead, profit, equipment, hoisting, excavation, stockpiling, loading, engineering, scaffolding, power hookups, protection, shop drawings, taxes, permits, appliances, delivery, disposal, insurance, supervision, cost of bond, etc. and shall remain in effect until completion of the Contract.

2. Unit Price: Is identified by the Owner as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if the estimated quantities of Work required by the Contract Documents are increased or decreased.

3. Increases or Decreases: Should the amount of the Work required be increased or decreased because of changes in the Work ordered in writing by the Project Manager, the Contractor agrees that the $ ADD UNIT PRICES and $ DEDUCT UNIT PRICES shown in the unit price schedules below shall be used for the change in the work. Each Unit Price shall include all equipment, tools, labor, permits, fees, etc., incidental to the completion of the Work involved. All items marked with an asterisk (*) in the unit price schedules shall include the completion of the excavation, formation and compaction of sub-grade and the disposal of surplus or unsuitable materials in accordance with the Plans and/or Specifications or as directed by the Construction Administrator.

4. The Owner reserves the right to reject the Contractor's measurement of work-in-place that involves use of established unit prices, and to have this work measured, at the Owner's expense, by an independent surveyor acceptable to the Contractor.

5. Defect Assessment: Replace the Work, or portions of the Work, not conforming to the specified requirements. If, in the opinion of the Architect/Engineer, it is not practical to remove and replace the work the Architect/Engineer will direct an appropriate remedy or adjust the payment.

6. Unit Price Schedules: "Unit Price Schedules" are included in this Section. Plan and/or Specification Sections are cross-referenced in these Schedules and contain requirements for materials described under each unit price, including $ ADD for an increase in work, $ DEDUCT for a decrease in work, and BASE BID QUANTITIES that are to be included in the Bidders Lump Sum Base Bid.

1.5 UNIT PRICE SCHEDULE – EARTH AND ROCK EXCAVATION

This Section includes administrative and procedural requirements for the following unit prices and provisions that are to be included in and become part of this Contract to be used in evaluating additions to or deductions from the work called for in the Plans and/or Specifications.

A. Earth and Rock Excavation:

1. Unless otherwise specified elsewhere in these documents, Contractors are to assume that all excavation is earth; however, if unspecified rock is encountered, it will be paid for at the given unit prices listed in Paragraph "C". Rock prices are net in that allowances for reduced quantities of earth are also included in the unit prices. The prices given include all costs for overhead, profit and rock surveys.

2. Wherever rock to be excavated is encountered, the Contractor shall strip or expose the rock to such an extent that in the Owner’s opinion the necessary measurements can be taken. The Contractor shall

CT MIL DEPT 5200 (Rev. 10.15.24) PROJECT NO.: 25MIL23401 provide the Owner with a survey by a licensed land surveyor indicating top of rock elevations at points of intersection on a rectilinear grid with lines spaced sufficiently close to show accurately the rock surface contours. At the Owner’s option, an additional survey may be furnished by the Owner from a licensed surveyor.

3. If the conditions of the excavation work indicated are clearly of a special nature, the Contractor may ask the Owner for reconsideration of the established unit prices and if granted, the unit prices will not apply, and prices will be negotiated in accordance with Article 13 of the General Conditions.

B. Definitions:

1. “EARTH” - is defined as excavation and shall include removal of all materials other than ‘water’ and

‘rock’.

2. “ROCK” - is defined as a boulder of one cubic yard or more in volume (1/2 cubic yard for a boulder in trenches), rock in definite ledge formation, and masonry structures of one cubic yard or more in volume, the removal of which requires the use of mechanical equipment or the use of explosives. Rock removed by scarification or ripping method is considered as a separate classification under Paragraph 4.c.1.0.

3. “ORIGINAL GRADE” - is defined as being the grade which exists at the time of Contract Award.

4. “ROUGH GRADE” - is defined as being the completed surface of required excavations greater than 13’ in width.

5. “MASS” - excavation is to be considered as an open area whose minimum horizontal dimensions exceed

13’.

6. “TRENCH” - is defined as excavation is defined as the removal of material from areas 13 feet or less in its minimal horizontal dimensions and below the elevation of rough grade or original grade, whichever is lower.

C. Procedures:

1. Rock Excavation in Trenches: Basis for Horizontal Measurement:

a. Horizontal Measurements: Will be taken between the vertical planes as defined below.

b. The Minimum Width of Trenches in Rock: Will be taken as 3’ 0”.

c. Excavation For Walls Or Piers With Footings: The measurements will be taken parallel to and one foot outside of the edges of the concrete footings as called for in the plans (i.e. for 4’ 0” footing, rock will be taken as 6’ 0” in width).

d. Excavation For Walls Or Piers Without Footings: The limits of the excavation will be 1’ 6” outside of the line of concrete at bottom as shown or called for in the plans (i.e. for a wall with a bottom thickness of 1’ 0”, the width of the trench will be considered to be 4’ 0”). (Caissons are excluded from these measurements).

e. Excavation for Pipe Lines: Will be measured at 2’ 0” more than the nominal inside diameter of the pipe but in no case less than 3’ 0” wide.

f. Excavation For Tanks, Vaults, Manholes, Pits, Etc.: Will be measured as 2’ 0” greater in both length and width or diameter than the actual exterior dimensions of the structures and this excavation is considered to be trench only if any measured horizontal dimensions is 13’ or less.

g. No allowance will be made for rock removed beyond the above limits.

2. Rock Excavation in Trenches - Basis for Vertical Measurement:

a. To determine depth of trench, vertical measurements will be taken from original grade or rough grade, (whichever is applicable), to the bottom of required excavation. These measurements will define the maximum depths for payments.

b. To determine quantity of rock in trench, vertical measurements will be taken from the top of rock as encountered in the trench to 12” below the bottom of required rock excavation. Any over excavation below the required elevation shall be filled with concrete or other material as specified at no cost to the Owner.

c. No allowance will be made for rock removed beyond the above limits.

3. Earth Excavation in Trenches - Basis of Measurement: (Horizontal & Vertical): The basis of measurements and allowance limit for earth excavation in trenches is identical to that indicated for rock excavation in trenches, except that there will be no allowance for 12” below the required elevation. In addition the following will prevail:

a. Maximum allowable widths for earth excavation in trenches without shoring:

CT MIL DEPT 5200 (Rev. 10.15.24) PROJECT NO.: 25MIL23401

Trench Depth - Classification Add To Nominal ID Of Pipe Or To Footing Width 0 ft. - 6 ft. 3 ft.

Over 6 ft. - 10 ft. 5 ft.

Over 10 ft. - 15 ft. 7 ft.

Below 15 ft. deep the width of the trench shall be based on the individual case. The final depth of trench will determine the actual width for payment.

b. If shoring is required the measurement shall be taken between the exterior walls of the shoring not to exceed 4’ plus the I.D. of the pipe (for all depths).

c. To determine quantity of earth in trench, vertical measurements will be taken from the original or rough grade to actual bottom of earth excavation required.

4. Unit Prices - Earth and Rock Excavation (Basis for Payment): Prices include backfill with excavated material if it is suitable. Prices also include all excavation and disposal of all surplus or unsuitable material.

Where replacement with the excavated material is prohibited or a particular backfill material is specified, the cost of the delivered replacement material in a volume equal to the above excavation pay limits minus the volume of the items installed in the trench shall be paid for at a prior negotiated price. Prices do not include costs of shoring and de-watering but do include sloping for sides of excavation. Payment and credit amounts shall be determined in the following manner: Widths and depths of trench excavation as indicated. The total quantity of earth or rock excavation encountered in each depth payment category shall be paid for at its respective unit price as shown below. For example, in a 15’ trench excavated by machine, the first 6’ will be paid for at the 0’ - 6’ price; the next 4’ will be paid for at the over 6’ - 10’ price and the next 5’ will be paid for at the over 10’ - 15’ price. Thus three different price brackets will prevail.

1.5 Unit Price Schedule – Earth and Rock Excavation

a. EARTH EXCAVATION - HAND UNIT

$ ADD

UNIT

PRICE

$ DEDUCT

UNIT

PRICE

1.0 In Trenches (0’ - 6’ deep) C.Y. 36.00 28.80

2.0 In Trenches (below 6’ deep) Prices Must Be Negotiated Before

Work Is Started.

b. EARTH EXCAVATION - MACHINE UNIT $ ADD $ DEDUCT

1.0 Open Area (All Depths) C.Y. 18.81 15.05

2.0 In Trenches:

2.1 In trenches (0’ - 6’ deep) C.Y. 14.27 11.40

2.2 In trenches (6’ - 10’ deep) C.Y. 19.71 15.75

2.3 In trenches (10’ - 15’ deep) C.Y. 35.00 28.00

2.4 In trenches (15’ - 20’ deep) C.Y. 75.00 60.00

c. ROCK EXCAVATION UNIT $ ADD $ DEDUCT

1.0 Open Areas, Rock Removed By Ripping (Any Amount) – Net Rock C.Y. 103.50 82.80

2.0 Open Areas, With Explosives:

2.1 Net Rock (Total Quantity Up To 100) C.Y. 126.00 100.80

2.2 Net Rock (Total Quantity Up To 1,000) C.Y. 60.00 48.00

2.3 Net Rock (Total Quantity More Than 1,000) C.Y. 28.00 22.40

3.0 In Trenches, Boulders, Remove By Machine C.Y. 45.00 36.00

4.0 In Trenches, Ripping Of Rock By Machine C.Y. 105.00 84.00

5.0 In Trenches, With Explosives:

5.1 Net Rock (0’ - 4’ Deep) C.Y. 95.60 76.50

5.2 Net Rock (4’ - 10’ Deep) C.Y. 125.00 100.00

5.3 Net Rock (10’ - 15’ Deep) C.Y. 150.00 120.00

5.4 Net Rock (15’ - 20’ Deep) C.Y. 200.00 160.00

5.5 Net Rock (Over 20’ Deep) Prices Must Be Negotiated Before

Work Is Started.

6.0 Jack Holes (For Hydraulic Lift/Elevators) L.F. 95.00 76.00

7.0 Open Or Mass Areas (If Explosives Are Prohibited): Net Rock C.Y. 125.00 100.00

8.0 Trench Excavation With Rock Splitters and Jack Hammer or Hoe Ram (If

Explosives Are Prohibited): Net Rock C.Y. 150.00 120.00

CT MIL DEPT 5200 (Rev. 10.15.24) PROJECT NO.: 25MIL23401

1.6 UNIT PRICE SCHEDULE – MISCELLANEOUS ITEMS

This Section includes administrative and procedural requirements for the following unit prices and provisions that are to be included in and become part of this Contract to be used in evaluating additions to or deductions from the work called for in the specifications and/or plans.

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

B. Unit Price Schedule – Miscellaneous Items:

1.6 Unit Price Schedule – Miscellaneous Items

Section Number

&/or Drawing Number

Item Description Base Bid Quantity

Unit of Measurement

$ Add Unit Price

$ Deduct Unit Price

[Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert]

C. The $Add and $Deduct Unit Prices shown in the table above are a price per unit measurement for materials, services, or work added to or deducted from the Contract Sum by appropriate modification if the Base Bid Quantities of the Work listed in the above Schedule and described in the corresponding Section and/or Drawing are increased or decreased.

D. The Base Bid Quantities for each type of Work listed in the above Schedule and described in the corresponding Section shall be included in the Contractor’s Lump Sum Base Bid.

E. Unit Prices shall be negotiated if there is a change in scope of work.

F. All items marked with an asterisk (*) in the unit price schedule above shall include the completion of the excavation, formation and compaction of sub-grade and the disposal of surplus or unsuitable materials in accordance with the Plans and/or Specifications or as directed by the Construction Administrator.

1.7 UNIT PRICE SCHEDULE – ALTERATIONS

This Section includes administrative and procedural requirements for the following unit prices and provisions that are to be included in and become part of this Contract to be used in evaluating additions to or deductions from the work called for in the specifications and/or plans.

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

B. Unit Price Schedule – Alterations:

1.7 Unit Price Schedule - Alterations

Section Number

&/or Drawing Number

Item Description Base Bid Quantity

Unit of Measurement

$ Add Unit Price

$ Deduct Unit Price

[Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert]

CT MIL DEPT 5200 (Rev. 10.15.24) PROJECT NO.: 25MIL23401

[Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert] [Insert] [Insert] [Insert] $ [Insert] $ [Insert]

C. The $Add and $Deduct Unit Prices shown in the table above are a price per unit measurement for materials, services, or work added to or deducted from the Contract Sum by appropriate modification if the Base Bid Quantities of the Work listed in the above Schedule and described in the corresponding Section and/or Drawing are increased or decreased.

D. The Base Bid Quantities for each type of Work listed in the above Schedule and described in the corresponding Section shall be included in the Contractor’s Lump Sum Base Bid.

E. Unit Prices shall be negotiated if there is a change in scope of work.

1.8 UNIT PRICE SCHEDULE – ENVIRONMENTAL REMEDIATION

This Section includes administrative and procedural requirements for the following unit prices and provisions that are to be included in and become part of this Contract to be used in evaluating additions to or deductions from the work called for in the specifications and/or plans.

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

B. Unit Price Schedule – Environmental Remediation:

1.8 Unit Price Schedule – Environmental Remediation

Section

Number &/or Drawing Number

Environmental Remediation Items Base Bid Quantity

(C.Y.)

Base Bid Quantity

(TON)

(C.Y. x 1.5)

$ ADD/

DEDUCT

UNIT PRICE

PER 1 TON

[Insert] ER-01 Removal of Hazardous Soil/Fill Material: Excavate, Stockpile, Load Out, Transport, and Dispose

[Insert…