McLevy_Hall_100%_BID_Documents_Specifications_250613.pdf

PROJECT MANUAL

FOR

MCLEVY HALL - PHASE I REPAIRS

180 STATE STREET

BRIDGEPORT, CT

FOR

THE CITY OF BRIDGEPORT

WJE NO. 2024.0848.0

May 05, 2025

Prepared by

Wiss, Janney, Elstner Associates, Inc.

1350 Broadway, Suite 910

New York, NY 10018

212.760.2540

Table of Contents

00 01 10 - 1

2024.0848.0 McLevy Hall Exterior Repairs & Restoration (Phase I)

May 05, 2025 100% BID Documents

SECTION 00 01 10

TABLE OF CONTENTS

Division 00 – Contract Requirements

00 01 15 List of Drawings 00 01 15-1

Division 01 - General Requirements

01 21 00 Contingencies 01 21 00-1 to 2

01 22 00 Unit Prices 01 22 00-1 to 2

01 23 00 Alternates 01 23 00-1 to 2

01 25 00 Substitution Procedures 01 25 00-1 to 2

01 26 00 Contract Modification Procedures 01 26 00-1 to 3

01 29 00 Payment Procedures 01 29 00-1 to 3

01 30 00 Administrative Requirements 01 30 00-1 to 4

01 32 33 Photographic Documentation 01 32 33-1 to 5

01 33 00 Submittal Procedures 01 33 00-1 to 4

01 35 91 Historic Treatment Procedures 01 35 91-1 to 4

01 40 00 Quality Requirements 01 40 00-1 to 5

01 50 00 Temporary Facilities and Controls 01 50 00-1 to 7

01 54 01 Architect/Engineer’s use of Contractor’s Access

Equipment

01 54 01-1 to 2

01 73 20 Selective Demolition 01 73 20-1 to 5

01 73 29 Cutting and Patching 01 73 29-1 to 4

01 74 23 Final Cleaning 01 74 23-1 to 2

01 77 00 Closeout Procedures 01 77 00-1 to 4

01 78 10 Project Record Documents 01 78 10- to 3

Division 04 - Masonry

04 06 10 Masonry Mortar and Grout 04 06 10-1 to 6

04 86 10 New Quartz-Based Stone 04 86 10-1 to 6

04 92 00 Stone Repair 04 92 00-1 to 15

04 94 00 Stone Masonry Cleaning 04 94 00-1 to 12

Division 05 - Metals

05 01 70 Copper Restoration and Fabrication 05 01 70-1 to 6

05 12 00 Structural Steel Dwg S-000

Division 06 – Wood, Plastics and Composites

06 10 00 Roof Related Rough Carpentry 06 10 00-1 to 4

Division 07 - Thermal and Moisture Protection

07 52 16 SBS-Modified Bitumen Membrane Roofing 07 52 16-1 to 26

07 60 00 Sheet Metal Roofing and Flashing 07 60 00-1 to 13

07 72 00 Roof Accessories 07 72 00-1 to 7

07 92 00 Joint Sealants 07 90 00-1 to 12

Table of Contents

00 01 10 - 2

Division 08 - Doors and Windows

08 62 00 Unit Skylights 08 62 00-1 to 6

Division 09 – Finishes

09 90 00 Steel Coatings Dwg S-000

END OF SECTION

List of Drawings

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWINGS

Sheet

Number Title Date

T-000 COVERSHEET May 05, 2025

T-001 SITE PLAN AND GENERAL NOTES May 05, 2025

T-002 SCOPE OF WORK (PHASE I) May 05, 2025

T-003 SCOPE OF WORK (PHASE II) May 05, 2025

DM-100 ROOF PLAN REMOVALS (PHASE I) May 05, 2025

DM-200 NORTH & SOUTH ELEVATIONS REMOVALS May 05, 2025

DM-201 EAST ELEVATION REMOVALS May 05, 2025

DM-202 WEST ELEVATION REMOVALS May 05, 2025

A-100 ROOF PLAN (PHASE I) May 05, 2025

A-200 NORTH & SOUTH ELEVATIONS May 05, 2025

A-201 EAST ELEVATION May 05, 2025

A-202 WEST ELEVATION May 05, 2025

A-300 ROOF DETAILS AND SECTION May 05, 2025

A-301 ROOF DETAILS May 05, 2025

A-302 SKYLIGHT DETAILS May 05, 2025

A-303 SCHEMATIC SKYLIGHT DETAILS May 05, 2025

A-304 MASONRY DETAILS May 05, 2025

A-305 MASONRY DETAILS May 05, 2025

A-306 COPPER REPAIR DETAILS May 05, 2025

A-307 COPPER ENTABLATURE AND COPPER SPANDREL REPAIR DETAILS May 05, 2025

A-308 SEALANT JOINTS AND MISCELLANEOUS DETAILS May 05, 2025

A-400 WINDOW SCOPE OF WORK May 05, 2025

A-401 WINDOW TYPES May 05, 2025

A-402 WINDOW DETAILS May 05, 2025

A-403 WINDOW JAMB DETAILS May 05, 2025

A-404 TYPICAL WINDOW REPAIR DETAILS May 05, 2025

A-500 PHOTOGRAPHS May 05, 2025

A-501 ROOF PHOTOGRAMMETRY May 05, 2025

A-502 NORTH & SOUTH ELEVATIONS PHOTOGRAMMETRY May 05, 2025

A-503 EAST ELEVATION PHOTOGRAMMETRY May 05, 2025

A-504 WEST ELEVATION PHOTOGRAMMETRY May 05, 2025

S-000 STRUCTURAL COVER SHEET May 05, 2025

S-100 STRUCTURAL EXISTING ROOF PLAN May 05, 2025

S-200 STRUCTURAL EXISTING ROOF ELEVATIONS May 05, 2025

S-300 STRUCTURAL ROOF EXISTING DETAILS May 05, 2025

S-301 STRUCTURAL ROOF REPAIRS DETAILS May 05, 2025

Contingencies

01 21 00 - 1

SECTION 01 21 00

CONTINGENCIES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for contingencies.

1.2 DESCRIPTION OF CONTINGENCIES

A. Contingency: For Work not specifically included in Bid Form.

B. Testing and Inspection Contingency: For testing and inspection services not specifically included in Bid Form. Costs for incidental labor required to assist a testing agency; supply of materials for testing; and retesting if previous tests and inspections are not acceptable; are included in Contract

Sum, not Contingency.

1.3 CONTINGENCY ADJUSTMENT

A. As Work covered by contingency and/or reserve allocations becomes known, submit cost proposal to Architect/Engineer for Work. See Section 01 26 00 Contract Modification Procedures.

1. Provide cost proposals from more than one source upon request.

2. Provide breakdown of cost proposal upon request.

3. If applicable, include reasonable contingencies for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. Prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed, upon request.

4. Include costs for unloading and handling at the site, labor, installation costs, overhead, profit, and other associated expenses as part of contingency.

5. Include recommendations that are relevant to performing Work.

B. Owner will execute Change Order to authorize Contingency Work.

1. Advise Architect/Engineer of date when Contingency Work must be authorized to avoid delaying Work.

C. Submit invoices and delivery slips to show actual quantities of materials delivered to site for

Contingency Work.

D. Coordinate materials and their installation for Contingency Work with related materials and installations to ensure that Contingency Work is integrated and interfaced with related work.

Furnish templates as required to coordinate installation.

E. At Project closeout, credit unused Contingency amounts to Owner.

F. Scope of contingencies and reserve allocations shall be added or credited according to Unit Prices in the BID Form. Refer to Unit Prices and BID Form Sections for further details.

Contingencies

01 21 00 - 2

PART 2 PRODUCTS Not Used

PART 3 EXECUTION

3.1 SCHEDULE OF CONTINGENCIES

Allowance No. 1: Construction Contingency Allowance. Include $______ for use by Owner on the project as a construction contingency.

Unit Prices

01 22 00 - 1

SECTION 01 22 00

UNIT PRICES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for unit price Work.

B. For list of Unit Prices, refer to BID Form.

1.2 DEFINITIONS

A. Unit price, listed on the Bid Form and described in the Scope of Work Table for Phase I on drawing T-002, is price per unit of measurement for materials and services for specific Work activity. Contract Sum may be increased or decreased by Unit Price adjustment, based on difference between estimated bid quantity and actual Work quantity.

1.3 MEASUREMENT PROCEDURES

A. Measure Work performed on unit price basis and maintain record of location and unit price quantity of each repair installed. Unless stated otherwise by Architect/Engineer, document unit price quantities with plan view or elevation drawings, or both, and tables with required data, cross-referenced to drawings. Submit recorded information to Architect/Engineer on weekly basis.

B. Architect/Engineer will verify accuracy of measurements and approve final quantities. Notify

Architect/Engineer at least two days before Work will be performed that might make this verification difficult or impossible.

C. Notify Owner's Representative and Architect/Engineer at once in writing of unit price work that deviates materially from Unit Price basis for payment and for which adjustment in Unit Price is desired.

1. Measure and quantify all such deviations and allow Architect/Engineer to verify accuracy of measurements, prior to performing Work that might make verification difficult or impossible.

2. Adjustments will be considered only if all repairs of given type have been measured and all deviations, both plus and minus, have been included in determination of average deviation from Unit Price basis for payment.

1.4 PAYMENT PROCEDURES

A. As part of Project closeout, Contract Sum will be modified by unit price times variation in actual

Work quantity from estimated quantity included in Bid Form, based on quantities measured by

Contractor and approved by Architect/Engineer.

Unit Prices

01 22 00 - 2

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

Alternates

01 23 00 - 1

SECTION 01 23 00

ALTERNATES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for alternates. Refer to drawings

T-002 (Scope of Work Table – Phase I) and S-000 (Structural Cover Sheet)

1.2 DESCRIPTION OF ALTERNATES (FOR PHASE I)

A. ADD ALT -1 – REMOVE, SALVAGE AND REINSTALL SELECT DECORATIVE ELEMENTS AT

ENTABLATURE (ADD ALT-1) as described in the SOW, drawings and specifications

B. ADD ALT -2 – PATINATE NEW COPPER as described in the SOW, drawings and specifications

C. DEDUCT ALT-3 – LCC DOWNSPOUT LEADERS as described in the SOW, drawings and specifications

D. ADD ALT -4 – SS-4.1 AL – SOUTH PEDIMENT - SEE ARCHITECTURAL DRAWINGS FOR EXISTING

BRACKET DETAILS. ITEMS ARE ONLY TO BE USED IF THE ARCHITECT/ENGINEER IDENTIFIES AN

UNFORESEEN CONDITION THAT DOES NOT ALLOW BRACKET REUSE. PROVIDE NEW HOT-

DIPPED GALVANIZED BRACKETS FOR EACH ITEM.

1. SS-4.1AL - SOUTH PEDIMENT ADD ALTERNATE: REMOVE ALL EXISTING BRACKETS AND

INSTALL NEW TO MATCH EXISTING IN SIZE.

2. SS-4.2AL - NORTH PEDIMENT ADD ALTERNATE: REMOVE ALL EXISTING BRACKETS AND

INSTALL NEW TO MATCH EXISTING IN SIZE.

E. ADD ALT -6 – SS-5.1 AU – SINGLE FRAME COMPLETE REPLACEMENT: REPLACE THE FULL

EXISTING VERTICAL COLUMN AND CONNECTIONS TO EXISTING RAFTER. PROVIDE UNIT PRICE

PER COLUMN. REPLACE STRAPS, GIRTS, CHANNELS, ARMS, AND KICKERS PER FRAME PER

OTHER ITEMS.

F. ADD ALT -7 – SS-5.2 AL – COMPLETE FRAME REPLACEMENT: REPLACE THE FULL HEIGHT OF ALL

EXISTING VERTICAL COLUMNS AND CONNECTIONS TO EXISTING RAFTERS AT THE FULL

EXTENTS OF THE EAST AND WEST EAVES. INCLUDE COSTS TO REPLACE REMAINING ARMS AND

KICKERS NOT INCLUDED ABOVE (I.E. REMAINDER OF THE FRIEZE STEEL FRAMING COMPLETE

RECONSTRUCTION). EAVE CHANNEL REPLACEMENT, STRAPS, GIRTS, INTERMEDIATE STRUTS,

AND SOFFIT FRAMING ARE ADDRESSED PER THE ITEMS ABOVE. PROVIDE LUMP SUM PRICE.

1.3 PROCEDURES

A. Immediately following award of Contract, notify each party involved, in writing, of status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration.

B. Execute accepted alternates under same conditions as other work of Contract.

Alternates

01 23 00 - 2

C. Modify or adjust affected adjacent Work as necessary to completely integrate Work of the alternate into Project.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

Substitution Procedures

01 25 00 - 1

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May 05, 2025 100% BID Documents

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for substitutions.

1.2 DEFINITIONS

A. Substitutions: Changes proposed by Contractor in products, materials, equipment, and methods of construction from those required by Contract Documents.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed

Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to

Contractor or Owner.

1.3 SUBMITTALS

A. Substitution Requests: Submit three copies of request for consideration. Use CSI Form 13.1A

(AIA form Substitution Request) or similar form. Identify product or fabrication or installation method to be replaced. Include Specification Section and Drawing numbers and titles.

1. Provide following information. If following information is not provided, Architect/Engineer may return requests without action, except to record noncompliance with these requirements.

a. Statement indicating why specified product, fabrication, or installation cannot be provided, if applicable.

b. Product Data, including drawings and descriptions of products, fabrication, and installation procedures. Where applicable or requested, include:

1) Samples.

2) Certificates and qualification data.

c. Material test reports from qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

1) Research reports evidencing compliance with building code in effect for Project.

2) Necessary approvals of public authorities having jurisdiction.

d. Detailed comparison of significant qualities of proposed substitution with those of specified Work. Include annotated copy of applicable specification section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from specified Work.

e. List of similar installations for completed projects with project names and addresses and names and addresses of architect/engineers and owners.

f. Coordination information, including list of changes or modifications needed to other portions of Work that will be necessary to accommodate proposed substitution.

Substitution Procedures

01 25 00 - 2

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May 05, 2025 100% BID Documents

g. Cost information and detailed comparison of Contractor's construction schedule using proposed substitution compared to specified product, including effect on overall

Contract Time. Include proposal of change, if any, in Contract Sum or Contract Time.

h. Contractor's certification that proposed substitution complies with requirements in

Contract Documents, including specified warranty, except as indicated in substitution request; is compatible with other portions of Work and other products; and is appropriate for applications indicated and will produce indicated results.

1) Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturer.

i. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not less than fourteen (14) days prior to time required for preparation and review of related submittals.

3. Substitutions for Convenience: Not allowed.

B. Architect/Engineer's Action: If necessary, Architect/Engineer will request additional information or documentation for evaluation within seven days of receipt of substitution request.

Architect/Engineer will notify Contractor of acceptance or rejection of proposed substitution within fourteen (14) days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

1. Acceptance or rejection of proposed substitutions shall be at sole discretion of

Architect/Engineer, whose decision is final.

2. Accepted substitution will be incorporated into Contract by Change Order, Construction

Change Directive, or Architect/Engineer's Supplemental Instructions for minor changes in

Work.

3. Use product specified if Architect/Engineer does not issue decision on use of proposed substitution within time allocated.

PART 2 PRODUCTS [Not Used]

PART 3 EXECUTION

3.1 COORDINATION

A. Modify or adjust Work as necessary to integrate work of approved substitutions.

Contract Modification Procedures

01 26 00 - 1

2024.0848.0 McLevy Hall Exterior Repairs & Restoration (Phase I)

May 05, 2025 100% BID Documents

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for handling and processing

Contract modifications.

1.2 MINOR CHANGES IN THE WORK

A. Architect/Engineer will issue supplemental instructions authorizing minor changes in Work, not involving adjustment to Contract Sum or Contract Time, on AIA Document G710, Architect’s

Supplemental Instructions.

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect/Engineer will issue detailed description of proposed changes in Work that may require adjustment to Contract Sum or Contract Time.

Description may include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by Architect are for information only, and are not instructions to either stop Work or execute proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit adjustments to Contract Sum and Contract Time necessary to execute change.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to

Contract, propose changes by submitting request for change to Architect/Engineer.

1. Include statement outlining reasons for change and provide complete description of proposed change.

2. Submit adjustments to Contract Sum and Contract Time necessary to execute change within twenty-one days of becoming aware of latent or unforeseen condition. Owner will reject claims submitted later than twenty-one days after latent or unforeseen condition becomes known.

C. Indicate effect of proposed change on Work, and adjustments to Contract Sum and Contract

Time necessary to execute change.

1. Include quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

2. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

3. Include costs of labor and supervision directly attributable to change.

4. Do not include Contractor's or subcontractor's indirect expense unless it is clearly shown that nature or extent of Work has changed from that which could have been foreseen from information in Contract Documents. No change to Contractor's indirect expense is

01 26 00 - 2

2024.0848.0 McLevy Hall Exterior Repairs & Restoration (Phase I)

May 05, 2025 100% BID Documents permitted for selection of higher- or lower-priced materials, or systems of same scope and nature as originally indicated.

5. Include updated Construction Schedule that indicates effect of change, including changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting extension of Contract Time.

6. Comply with requirements in Section 01 25 00 if proposed change requires substitution of one product or system for product or system specified.

D. Use AIA Document G709, Work Changes Proposal Request, for Proposal Requests.

1.4 CONSTRUCTION CHANGE DIRECTIVE

A. Architect/Engineer may issue Construction Change Directive on AIA Document G714, Construction Change Directive, instructing Constructor to proceed with change in Work, for subsequent inclusion in Change Order.

1. Construction Change Directive contains complete description of change in Work, including method to determine changes in Contract Sum and Contract Time.

B. Maintain detailed records on time and material basis of Work required by Construction Change

Directive.

1. After completion of change, submit itemized account and supporting data necessary to substantiate cost and time adjustments to Contract.

1.5 CHANGE ORDER PROCEDURES

A. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1. For change requested by Architect/Engineer and Owner for work falling under a fixed price contract, the amount will be based on Contractor's price quotation, subject to the approval of the Architect/Engineer and Owner.

2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect/Engineer and Owner.

3. For pre-determined unit prices and quantities, the amount will based on the unit prices.

4. For change ordered by Architect/Engineer and Owner without quotation from Contractor, the amount will be determined by Architect/Engineer and Owner based on the Contractor’s substantiation of costs specified for Time and Material work.

B. Substantiation of Costs: Provide full information required for evaluation.

1. On request, provide following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

2. Support each claim for additional costs with additional information:

a. Origin and date of claim.

b. Dates and times work was performed, and by whom.

c. Time records and wage rates paid.

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May 05, 2025 100% BID Documents

d. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

3. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

C. Owner will authorize change in Contract by executing AIA Document G701, Change Order.

D. After execution of Change Order, promptly revise Schedule of Values and Application for

Payment forms to record each authorized Change Order as a separate line item and adjust and

Contract Sum.

E. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

F. Promptly enter changes in the Project Record Documents.

PART 2 PRODUCTS [Not Used]

PART 3 EXECUTION [Not Used]

Payment Procedures

01 29 00 - 1

SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements to prepare and process

Applications for Payment.

1.2 SCHEDULE OF VALUES

A. Format and Content:

1. Include following Project identification.

a. Project name and location.

b. Name of Architect/Engineer.

c. Contractor’s name and address.

d. Date of submittal.

2. Provide breakdown of Contract Sum in sufficient detail to facilitate evaluation of

Applications for Payment.

a. Coordinate with Project Manual Table of Contents.

b. Provide separate line items for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of Work.

c. Provide separate line item for each part of Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

d. Provide separate line items under required principal subcontracts for project record documents and operation and maintenance manuals.

e. Where Work is phased, include effects of phasing in Schedule of Values.

f. Each item in Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

g. Show temporary facilities and other major cost items that are not direct cost of actual

Work-in-place, as either separate line items in Schedule of Values or distributed as general overhead expense, at Contractor’s option.

h. Round amounts to nearest whole dollar; total shall equal Contract Sum.

B. Coordinate Schedule of Values with other administrative forms and schedules, including

Construction Schedule, submittal schedule, and application for payment forms as requested by the City of Bridgeport.

C. Submit Schedule of Values to Architect/Engineer and Owner at least twenty-one (21) days before submittal of initial Application for Payment.

D. Update and resubmit Schedule of Values before next Application for Payment when Change

Order results in change in Contract Sum.

01 29 00 - 2

1.3 APPLICATIONS FOR PAYMENT

A. Payment Application Form: Use AIA Document G702 and AIA Document G703 Continuation

Sheets as form for Applications for Payment.

B. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid by Owner.

C. Application Preparation: Complete every entry on form. Notarize and execute by person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Fill out application in typewritten form. An application with handwritten entries will not be accepted.

2. Entries shall match data on Schedule of Values and Contractor’s Construction Schedule.

Use updated schedule if revisions were made.

3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

D. Draft Submittal: Submit draft copies of each Application for Payment to Architect/Engineer and

Owner at least seven days prior to date of Application for review and comments.

E. Submittal: After making request revisions, submit signed and notarized original copies of each

Application for Payment to Architect/Engineer and Owner by method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. Transmit submittal with transmittal form listing attachments and recording appropriate information about application.

F. Waivers of Mechanic’s Lien: With each Application for Payment, submit waivers of mechanic’s lien from every entity who is lawfully entitled to file mechanic’s lien arising out of Contract and related to Work covered by payment.

1. Submit partial waivers on each item for amount requested in application, after deduction for retainage on each item.

2. When application shows completion of item, submit final or full waiver.

3. Execute waiver forms in manner acceptable to Owner.

4. Owner reserves right to designate which entities involved in Work must submit waivers.

G. Application for Payment at Substantial Completion: After issuing Certificate of Substantial

Completion, submit Application for Payment showing 100 percent completion for portion of

Work claimed as substantially complete.

1. Include documentation supporting claim that Work is substantially complete and statement showing accounting of changes to Contract Sum.

2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of Work.

H. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

01 29 00 - 3

3. Updated final statement, accounting for final changes to Contract Sum.

4. AIA Document G706, “Contractor’s Affidavit of Payment of Debts and Claims.”

5. AIA Document G706A, “Contractor’s Affidavit of Release of Liens.”

6. AIA Document G707, “Consent of Surety to Final Payment.”

PART 2 PRODUCTS [Not Used]

Administrative Requirements

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May 05, 2025 100% BID Documents

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

A. Section includes: Project coordination and supervision, meetings, schedules, and photographic documentation.

1.2 COORDINATION

A. Project has special requirements for coordinating Work because of following conditions.

1. Access to building site adjacent to an active open park on the east side (McLevy Green).

Work area to be coordinated with the City of Bridgeport.

2. Protection of Monuments adjacent on the West side of the building.

3. The City of Bridgeport intends to disconnect the building’s heating system which may impact the water and electrical services to be building.

4. There are trees in the immediacies of the building. Contractor to field verify conditions and coordinate any required tree protection with the City of Bridgeport.

B. Provide supervision, planning, scheduling, and control to perform Work and meet requirements of Contract Documents.

1. Schedule and coordinate construction operations in sequence required to obtain best results where installation of one part of Work depends on installation of other components, before or after its own installation.

2. Notify affected parties in writing, as necessary, of special procedures required for coordination.

3. Coordinate scheduling and timing of required administrative procedures to ensure orderly progress of Work. Such administrative activities include following:

a. Preparation of construction schedule and Schedule of Values.

b. Installation and removal of temporary facilities and controls.

c. Delivery and processing of submittals.

d. Progress and pre-installation meetings.

e. Project closeout activities.

C. Notify Owner’s Representative in writing forty-eight (48) hours in advance of time when construction areas will be returned to Owner for use or when new Work areas are required.

D. Submit building access plan to Owner’s Representative for review and written approval at least ten (10) working days prior to its implementation. Include locations of temporary enclosures and storage.

1.3 SUPERVISION

A. Provide project superintendent at site while Work is in progress and no less than eight (8) hours per day. Superintendent shall be literate and fluent in English.

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1.4 MEETINGS

A. General:

1. Schedule and conduct meetings at site, unless otherwise indicated.

2. Notify participants, others involved, and individuals whose presence is required, of date and time of meeting. Notify Owner and Architect/Engineer of scheduled meeting dates and times.

3. Agenda: Prepare meeting agenda and distribute agenda to invited attendees.

4. Minutes: Construction Manager will record significant discussions, agreements, and disagreements, and distribute meeting minutes to concerned parties, including Owner and

Architect/Engineer, within seven days of meeting.

B. Pre-Construction Meeting:

1. Conduct pre-construction meeting before Work begins. Owner’s Representative, Architect/Engineer, and responsible representatives from major subcontractors and other concerned parties shall be present. Participants shall be familiar with Project and authorized to conclude matters relating to Work.

2. Describe in detail when each portion of Work is to be performed, based on construction schedule. Discuss phasing and critical work sequencing. Subcontractors shall participate in discussion.

3. Discuss following:

a. Subcontractors, including responsibilities and personnel assignments.

b. Key personnel, including contact information, and their duties.

c. Procedures for requests for interpretations, field decisions, and change orders.

d. Submittal procedures.

e. Procedures for processing Applications for Payment.

f. Use of premises, including office and storage areas, parking availability, and Owner’s requirements.

g. Work hours and restrictions.

h. Deliveries and priorities.

i. Temporary facilities and controls.

j. Testing and inspecting requirements.

k. Security procedures.

l. Housekeeping procedures, including progress cleaning and construction waste management and recycling.

m. Preparation of record documents.

4. Discuss questions that Contractor or subcontractors may have about Work or construction schedule.

5. Architect/Engineer will interpret Contract Documents.

6. Owner’s Representative will discuss full occupancy and use of facility during construction and other Owner concerns.

C. Pre-Installation Meetings: Conduct pre-installation meetings before each construction activity that requires coordination with other construction.

1. Responsible representatives from Installer and manufacturers and fabricators involved in or affected by installation and its coordination or integration with other materials and installations that have preceded or will follow, shall be present.

2. Review progress of construction and preparations for particular activity under consideration, including following:

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a. Contract Documents, including warranty requirements, requests for interpretations, and Change Orders.

b. Regulations of public authorities having jurisdiction.

c. Construction Schedule, including deliveries.

d. Submittals, manufacturer’s written recommendations, and mockups.

e. Temporary facilities and controls; space and access limitations; and protection of construction and personnel.

f. Installation procedures, including weather limitations, coordination with other work, protection of adjacent work, compatibility concerns and possible conflicts, acceptability of substrates, testing and inspecting requirements, and required performance results.

3. Include required corrective measures and actions in meeting minutes.

4. Do not proceed with installation if meeting was not successfully concluded. Initiate necessary actions to resolve impediments to performance of Work and reconvene meeting at earliest feasible date.

D. Progress Meetings: Conduct weekly progress meetings.

1. Owner’s Representative, Architect/Engineer, and representatives of each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be present. Participants shall be familiar with Project and authorized to conclude matters relating to Work.

2. Review and correct or approve minutes of previous progress meeting. Review items of significance that could affect progress of the Work. Include topics for discussion as appropriate to status of Project.

3. Construction Schedule: Review progress of Work since last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within Contract

Time.

a. Review schedule for next period.

4. Review present and future needs of each entity present, including following:

a. Sequence of operations, interface requirements, and coordination of Work.

b. Status of submittals, deliveries, and off-site fabrication.

c. Site utilization, temporary facilities and controls, access, and progress cleaning.

d. Field observations, problems, and decisions.

e. Quality and work standards, and status of corrective measures for deficient items.

f. Status of payment requests, requests for interpretations, proposal requests, pending changes, Change Orders, and pending claims and disputes.

5. If Work is proceeding according to construction schedule, Architect/Engineer may cancel next meeting.

1.5 SCHEDULES

A. Prepare construction schedule for entire Work, including complete sequence of construction by activity. Schedule shall be in form of horizontal bar (Gantt) chart, with a separate horizontal bar for each construction activity and first workday of each week identified.

1. Provide beginning and completion dates for each construction activity and phase.

a. Indicate completion percentage for each activity on first day of each month.

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b. Indicate time periods when portions of site will not be available for Owner use and when stairs and elevators will be used for construction activities.

c. Indicate periods of interruption of utility services.

2. Provide submittal dates and dates when reviewed submittals will be required.

3. Provide product procurement and delivery dates.

4. Provide dates for selection of finishes.

5. Provide separate sub-schedules as necessary to provide more detail for critical portions of schedule.

B. Submit construction schedule to Owner’s Representative and Architect/Engineer within one week after date of Notice to Proceed.

C. Update schedule on monthly basis or when actual construction progress deviates significantly from that shown on current schedule.

1. Show all changes that have occurred since previous schedule was prepared, including progress of each activity, current completion dates, and major changes in scope.

2. Provide narrative report that discusses following items and their effects on schedule.

a. Progress of each activity and current completion date, compared to previous schedule.

b. Description of changes.

c. Problem areas, including current and anticipated delay factors.

d. Corrective actions taken or proposed.

3. Resubmit to Owner’s Representative and Architect/Engineer.

D. Distribute current schedule to job-site file, subcontractors, and other affected parties. Instruct parties to report any inability to comply and to provide detailed explanation with suggested remedies.

1.6 PHOTOGRAPHIC DOCUMENTATION

A. Photograph existing conditions that are important to construction or that deviate substantially from Contract Documents; significant conditions that will be concealed by Work; finish surfaces that might be misconstrued as damage caused by removal or other Work operations; and immediate follow-up when on-site events result in construction damage or loss.

1. Submit photographs of pre-existing conditions prior to beginning Work in area. Refer to

Section 01 32 33 – Photographic Documentation for further details

PART 2 PRODUCTS [Not Used]

Photographic Documentation

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SECTION 01 32 33

PHOTOGRAPHIC DOCUMENTATION

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

A. Work of this section, as shown or specified, shall be in accordance with the requirements of the contract documents.

1.2 SECTION INCLUDES

A. This Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Periodic construction photographs.

3. Final Completion construction photographs.

B. Where requirements in this Section overlap with language in Restoration Sections, the more stringent requirement applies.

1.3 RELATED SECTIONS

A. Section 01 22 00 – Unit Prices, for procedures for unit prices for extra photographs.

B. Section 01 33 00 - Submittal Procedures, for submitting photographic documentation.

C. Section 01 77 00 - Closeout Procedures , for submitting digital media as Project

Record Documents at Project closeout.

D. Section 01 73 20 - Selective Demolition Procedures - for photographic documentation before selective demolition operations commence.

E. Section 04 06 10 – Masonry Mortar and Grout

F. Section 04 86 10- New Quartz-Based Stone

G. Section 04 92 00 – Stone Repair

H. Section 04 94 00- Stone Masonry Cleaning

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I. Section 05 01 70 – Copper Restoration and Fabrication

J. Section 05 12 00 – Structural Steel (on drawing S-000)

K. Section 06 10 00 – Rough Carpentry

L. Section 07 52 16 – SBS- Modified Bitumen Membrane Roofing

M. Section 07 60 00 – Sheet Metal Roofing and Flashings

N. Section 07 72 00 – Roof Accessories

O. Section 08 62 00 - Unit Skylights

P. Section 09 90 00 – Steel Coatings

1.4

UNIT PRICES

A. Basis for Bids: Base number of construction photographs on three (3) photographs per month over the duration of Project.

1.5 SUBMITTALS

A. Qualification Data: For photographer.

B. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of construction. Include same label information as corresponding set of photographs.

C. Construction Photographs: Submit electronic copies of each photographic view within seven (7) days of taking photographs.

1. Format: Images from a 4.0 megapixel camera transferred and stored in

Construction Manager Software (i.e.:Procore, AutoDesk Construction Cloud, PlanGrid, etc…).

2. Identification: Each photo shall be labeled with the following information:

a. Name of Project.

b. Name and address of photographer.

c. Name of Architect.

d. Name of Contractor.

e. Date photograph(s) was taken if not date stamped by camera.

f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

g. Unique sequential identifier.

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3. Digital Images: Submit images are to have same aspect ratio as the sensor, uncropped.

4. Photographs shall not be blurry, dark, illegible, cropped, tilted or be of low quality that will impair the understanding of the elements photographed as an usable record.

PART 2 - PRODUCTS

2.1 PHOTOGRAPHIC MEDIA

A. Digital Images: Provide images in uncompressed JPEG format, produced by a digital camera with minimum sensor size of 10.0 megapixels, and at an image resolution of not less than 1600 by 1200 pixels.

PART 3 - EXECUTION

3.1 CONSTRUCTION PHOTOGRAPHS

A. Photographer: Engage a field superintendent or construction manager or subcontractor (designated staff) to take construction progress photographs.

B. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

1. Maintain key plan with each set of construction photographs that identifies each photographic location.

C. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

1. Date and Time: Include date and time in filename for each image.

D. Preconstruction Photographs: Before commencement of removals, of demolition and starting construction, take digital photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, and as directed by Architect.

1. Flag construction limits before taking construction photographs.

2. Take eight (8) photographs to show existing conditions adjacent to property before starting the Work.

3. Take eight (8) photographs of existing buildings either on or adjoining property

01 32 33 - 4 to accurately record physical conditions at start of construction.

4. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements.

E. Periodic Construction Photographs: Take twelve (12) digital photographs weekly, with timing each month adjusted to coincide with the cutoff date associated with each

Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken.

F. Architect-Directed Construction Photographs: From time to time, Architect will instruct photographer about number and frequency of digital photographs and general directions on vantage points. Select actual vantage points and take photographs to show the status of construction and progress since last photographs were taken.

G. Time-Lapse Sequence Construction Photographs: Take five (5) digital photographs as indicated, to show status of construction and progress since last photographs were taken.

1. Frequency: Take photographs weekly, with timing each month adjusted t o coincide with the cutoff date associated with each Application for Payment.

2. Vantage Points: Following suggestions by Architect and Contractor, photographer to select vantage points. During each of the following construction phases, take not less than two (2) of the required shots from same vantage point each time to create a time-lapse sequence as follows:

a. Commencement of the Work

b. Structural framing.

c. Work on copper entablatures and gutters

d. Work on Skylight installation

e. Work on masonry vent stacks

f. Work on cast-iron grille.

H. Final Completion Construction Photographs: Take eight (8) color photographs after date of Substantial Completion for submission as Project Record Documents. Architect will direct photographer for desired vantage points.

1. Do not include date stamp.

2. Three days' notice will be given, where feasible.

3. In emergency situations, take additional photographs within 24 hours of request.

4. Circumstances that could require additional photographs include, but are not limited to, the following:

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a. Special events planned at Project site.

b. Immediate follow-up when on-site events result in construction damage or losses.

c. Photographs to be taken at fabrication locations away from Project site.

These photographs are not subject to unit prices or unit-cost contingencies.

d. Substantial Completion of a major phase or component of the Work.

e. Extra record photographs at time of final acceptance.

f. Owner's request for special publicity photographs.

Submittal Procedures

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for submitting shop drawings, product data, samples, and other submittals.

1.2 SUBMITTALS

A. General:

1. Format:

a. PDF Submittals: Prepare submittals as a PDF package, incorporating complete information into one PDF file for each product or material. Name each PDF file with submittal number

2. Submittal Identification: Include the following information in each submittal.

a. Project name.

b. Date.

c. Names of Architect/Engineer, Contractor, subcontractor, manufacturer, supplier, and firm or entity that prepared submittal, as appropriate.

d. Identification information, such as the number and title of the appropriate

Specification section, Drawing number and detail references, location(s) where product is to be installed, or other necessary information.

e. Label each submittal with the six digit Specification section number followed by a decimal point and then sequential number (e.g., 042000.01). On resubmittals, include alphabetic suffix after another decimal point (e.g., 042000.01.A).

f. Provide space approximately 6 by 8 inches on or beside the label or title block for the

Contractor’s approval stamp and the action stamp of the Architect/Engineer.

3. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the

Contract Documents on submittals.

4. Submit submittals through a Construction Management software such as Autodesk

Construction Cloud, Procore, PlanGrid or similar, including license for two staff members of engineering firm and two City of Bridgeport staff members.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not use reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements outlined in the Contract Documents. Include the following information, as applicable:

a. Dimensions, including notation of those established by field measurement.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Shopwork manufacturing instructions.

f. Templates and patterns.

g. Schedules.

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h. Notation of coordination requirements.

i. Relationship to adjoining construction clearly indicated.

j. Seal and signature of professional Engineer if specified.

C. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. Clearly mark each copy of the submittal to show which products and options are applicable.

Delete information which is not applicable. Supplement standard information with project-specific information.

2. Include the following information, as applicable:

a. Manufacturer’s catalog cuts, product specifications, schematic drawings, installation instructions, and written recommendations.

b. Compliance with referenced standards.

c. Testing by recognized testing agency.

3. Submit the number of copies required by the Contractor plus two that will be retained by the Architect/Engineer, or digital file. Mark up and retain one returned copy as a Project

Record Document.

D. Samples: Submit physical samples to illustrate functional and aesthetic characteristics of the product, for review of materials and workmanship, for compatibility with other elements, and for comparison with the actual installed elements.

1. Samples shall be of sufficient size to show the general visual effect.

2. Include sets of at least three samples that show the full range of color, pattern, texture, graining, and finish.

3. Transmit samples that contain multiple, related components, such as accessories, together in one submittal package.

4. Identification: Attach a label on an unexposed side of each sample that includes the following:

a. Generic description of sample.

b. Product name, name of manufacturer, and sample source.

c. Number and title of appropriate Specification section.

5. Samples for Initial Selection: Submit two full sets of units or sections of units from the supplier’s product line, showing the full range of colors, textures, and patterns available.

Architect/Engineer will retain one set and return one set with the options selected.

6. Samples for Verification: Submit full-size units or samples of the size indicated, prepared from the same material to be used for the Work, cured and finished in the manner specified, and physically identical with material or product proposed for use, and that show the full range of color and texture variations expected.

a. Submit the number of samples required by the Contractor plus one that will be retained by the Architect/Engineer. Mark up and retain one returned sample as a

Project Record Document.

7. Maintain approved samples at the Site, available for quality-control comparisons during construction. Samples may be used to determine final acceptance of construction associated with the sample.

E. Delegated Design:

1. Where required by the Contract Documents, in addition to shop drawings, product data, and other required submittals, submit a statement, signed and sealed by responsible

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