ESP Utility Tunnel - Program Assessment Report by CHA Consulting, Inc.

Professional Consultation Report Study to Evaluate Utility Tunnels

Empire State Plaza Albany, NY

Project No. SE332

prepared for

Office of General Services prepared by

Thien Win, PE Senior Project Manager Elisabeth Bakker Johnson, AIA, NY CEO Senior Project Manager CHA Consulting Inc. OGS Project Manager: Justin Brennan, PE May 17, 2024

KATHY C. HOCHUL

JEANETTE M. MOY

Governor

OGS Commissioner

PROFESSIONAL CONSULTATION REPORT Project Number SE332 Study to Evaluate Utility Tunnels Empire State Plaza Albany, NY 12242

May 17, 2024

TABLE OF CONTENTS PROJECT INTENT:............................................................................................................................................... 2 EXECUTIVE SUMMARY: ................................................................................................................................... 2 PROJECT HISTORY: ............................................................................................................................................ 5 ORIENTATION MEETING / FIELD SURVEY: .................................................................................................... 5 FINDINGS:............................................................................................................................................................ 6 STRUCTURAL: ............................................................................................................................................. 9 MECHANICAL: .......................................................................................................................................... 25 ELECTRICAL:............................................................................................................................................. 28 ENVIRONMENTAL: ................................................................................................................................... 31 RECOMMENDED SCOPE OF WORK:............................................................................................................... 32 STRUCTURAL: ........................................................................................................................................... 32 MECHANICAL: .......................................................................................................................................... 33 ELECTRICAL:............................................................................................................................................. 34 ENVIRONMENTAL: ................................................................................................................................... 34 PHASING / PROJECT GROUPING: ................................................................................................................... 35 KEY ISSUES AND ISSUES TO BE RESOLVED:............................................................................................... 36 ESTIMATE: ........................................................................................................................................................ 38 ESTIMATE OF FEES FOR PROFESSIONAL SERVICES: ................................................................................. 39 APPENDIX: ........................................................................................................................................................ 39 Appendix 1: Cost Estimate ............................................................................................................................ 40 Appendix 2: Structural Detailed Findings .................................................................................................... 249 Appendix 3: Mechanical Detailed Findings ................................................................................................. 508 Appendix 4: Electrical Detailed Findings .................................................................................................... 555 Appendix 5: Limited Survey for ACM’s and PCB’s Report ......................................................................... 605 Appendix 6: Initial Site Visit Minutes ......................................................................................................... 755

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PROJECT INTENT: The client Request for Services, as stated on OGS Service Request SR000285: “Perform a comprehensive study and provide a Program Assessment Report on the utility tunnels structural condition. The utility tunnels included in this request are the entirety of the tunnels that loop under and around the 99-Acre Empire State Plaza. This tunnel system includes but is not limited to the following segments: - The Upper Tunnel Areas - The North Tunnel to Steam Plant - The River Tunnel to the East Side Organize the study by tunnel segments and provide recommendations in order to mitigate immediate risk areas for manageable associated project phasing. Include, as areas of investigation, the following: Water permeation damage; Stanchion and Bracing Degradation; Pipe Insulation; Piping Integrity; Piping Coating and Painting; Piping Identification; Electrical Assessment; Abatement Opportunities; The report should construct a narrative that prioritizes the short and long-term actions required, the itemized costs of the recommended actions, and consider the short-term safety and long-term functional viability of the tunnels.” EXECUTIVE SUMMARY: The ninety-nine-acre Governor Nelson A. Rockefeller Empire State Plaza consists of ten separate buildings that are integral to an 11th building, the platform. Construction of the Empire State Plaza began in 1966 and continued until the completion of the final structure in 1977. Below the lowest level of the underground parking garages lies an enormous labyrinth of mechanical tunnels, chases and other passages of utility conveyance which are the life’s blood of the Empire State Plaza’s operations. With the completion of the utilities very early on in the complex’s construction, by the time it was fully completed in 1977, some of the installed technology was already outdated. In the forty-seven years since then, continued minor and major repairs of outdated and aging infrastructure have been consistently undertaken to maintain the safety and integrity of the entire system, but OGS has requested that a more systematic prioritized analysis be undertaken to inform future manageable short-term and long-term project planning. One step toward that end was OGS Project SE134 – Provide Lower Levels Infrastructure Master Plan – that was completed in 2023 which studied the Mechanical and Electrical Rooms (MERs). The objective of this Program Assessment Report is for the design team to perform a comprehensive study of the utility tunnels servicing the Empire State Plaza and provide a written report to address the existing deficiencies and provide recommendations on the following utility tunnel systems: • • • •

Architectural/Structural Mechanical/Plumbing Electrical Environmental

The utility tunnels included in this request are the entirety of the tunnels that loop under and around the 99Acre Empire State Plaza. The utility tunnels are approximately 8,300 linear feet. The design team has defined the “hot tunnel” as the 2,300 linear feet of tunnel from Sheridan Avenue to the Chiller Plant. The remaining 6,000 feet south of Chiller Plant to the Cultural Center has been designated as the “cold tunnel” (See Figure 1). Excluded from this report are the previously evaluated MERs, and the Alfred E. Smith Building to Capitol combined Pedestrian/Utility Tunnel that is being studied under Project SF238. The “hot tunnel” is defined as the 2,300 linear feet of tunnel from boiler plant on Sheridan Avenue to the Chiller Plant. The hot tunnel is a narrow, but walkable pathway that allows steam piping and other utilities to pass from the Steam Plant to the Chiller Plant. The steam is used for both heating and cooling in campus operation. The “cold tunnel” is defined as the 6,000 feet south of the Chiller Plant to the Cultural Center. The cold tunnel is an open, cavernous loop with main entrances located underneath the Chiller Plant. The cold tunnels

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is a pathway for domestic water, chilled water, condenser water and other utilities to traverse around the campus.

STEAM PLANT

CHILLER PLANT

Figure 1: Tunnel System

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The site surveys and Program Assessment Report were organized by tunnel segments (approximately every 50 feet) and provide recommendations to mitigate immediate risk areas for manageable associated project phasing. The report constructs a narrative that prioritizes the short- and long-term actions required, the itemized costs of the recommended actions, and consider the short-term safety and long-term functional viability of the tunnels. The team categorized each observed deficiency based on the following priority definition. • • •

Priority 1: Most Serious Priority – Must be repaired/replaced immediately. Priority 2: Medium-Level Priority – Must be addressed within the next 3-5 years. Priority 3: Low-Level Priority – Must be addressed within the next 5-10 years. Discipline Structural Mechanical Electrical

Priority Level Quantity of Deficiencies Priority 1 Priority 2 Priority 3 579 1,001 905 44 43 9 46 Table 1: Priority Findings Summary

The majority of the deficiencies observed were structural in nature. These deficiencies include spalls, cracks, efflorescence and general deterioration of concrete and steel support members for utilities and general tunnel structure. There was evidence of high exposure to moisture and water in portions of the tunnels which left the concrete and steel in that respective section in poor condition. In other instances, poor craftsmanship led to incomplete attachments and/or non-finished repairs. Other deficiencies include deterioration of mechanical insulation and jacketing as well as deterioration of electrical appurtenances such as junction boxes and outlets. Some of these deficiencies can be attributed to the same exposure to high moisture as well as lack of care during maintenance/construction in the tunnels. The limited hazardous materials survey identified asbestos-containing materials (ACM’s) from the samples collected and tested. In addition, lead-based paint, and polychlorinated biphenyls (PCB’s) were also identified in the samples collected. ACM’s within the cold tunnel include pipe insulation and plaster fitting insulation on HPS and CPD pipes throughout all sections; plaster fitting insulation on 20” PCHWR pipes within segments 76-82; plaster fitting insulation on 2” water line intermittently within sections 39-82; and overhead duct sealant on the landing within segments 14 and 15. ACM’s within the hot tunnels include pipe insulation on the G-Line, F-Line, and CPD pipes within sections 30003024; pipe insulation on CHWR and CHWS pipes within sections 3016-3024; plaster pipe fitting insulation on 4” overhead pipes within 3004-3015; plaster pipe fitting insulation on CHWR and CHWS pipes within sections 30163019; and black pipe sealant on wall penetration within section 3028. LBP’s are consistent throughout all tunnel sections and include yellow handrail paint and dull grey paint on valving. LCP’s are also consistent throughout all tunnel sections and include green paint on fiberglass paper jackets and, green paint on “Y” valves, blue paint on pipe insulation jackets, orange paint on pipe insulation jackets, and grey paint on doors. No PCB-containing caulks or sealants were identified through analysis.

The design team’s recommendations include grouping segments into larger sections and addressing the deficiencies found in that section. Each section consists of 10 segments. These sections could be treated as separate projects or further combined to create larger remediation projects. Remediation recommendations include cleaning and restoring damaged concrete and steel and applying corrosion inhibitors. Other

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recommendations include replacing electrical and mechanical appurtenances that have become damaged or corroded. The cost estimate dated May 8, 2024, is $50,000,000. A summary table breaking down the cost estimate per work zone and priority is located in the report. PROJECT HISTORY: In 2023, an intensive study of the Mechanical and Electrical Rooms (MERs) was undertaken under OGS project SE134 – Provide Lower Levels Infrastructure Master Plan. The intent of project SE134 was to identify structural, mechanical, plumbing, and electrical items in need of repair and/or replacement in the MERs. No other comprehensive surveys have been performed until now. ORIENTATION MEETING / FIELD SURVEY: On April 4, 2023, an Introduction Meeting was held at the Empire State Plaza to discuss the scope of work for this project with a preliminary tour of the Scope of Work area. The following persons were present: Mike Hamilton John Lyon Elisabeth Bakker Johnson Narcyz Drzymalski

OGS RPF&M, Project Manager OGS D&C, Project Manager CHA, Senior Project Manager CHA, Senior Engineer

On April 25,2023, an Orientation Meeting was held at the Empire State Plaza to discuss the scope of work for this project, tour of the Scope of Work area and discussion of potential execution, access, and protocols. The following persons were present: Mike Hamilton John Lyon Don Bugbee Ray Sowalski Thien Win Elisabeth Bakker Johnson Lucas Boyer Austin Roggen

OGS, Project Manager OGS D&C, Project Manager OGS D&C, Region 4 CEO OGS D&C, Engineer CHA, Senior Project Manager CHA, Senior Project Manager Colliers, 3D Scanning MTI, 3D Scanning

Prior to the start of the field work, an onsite kick-off meeting was held on December 8, 2023, to discuss site access, security protocols, and safety. The following persons were present: John Lyon Don Bugbee Thien Win Elisabeth Bakker Johnson Lucas Boyer Austin Roggen

OGS D&C, Project Manager OGS D&C, Region 4 CEO CHA, Senior Project Manager CHA, Senior Project Manager Colliers, 3D Scanning MTI, 3D Scanning

The design team continued their site survey investigation from January 17 thru February 17, 2024. The following persons were present during these scheduled field surveys. Thien Win Daniel Olsted Alec O’Hara

CHA, Senior Project Manager CHA, Structural CHA, Structural

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Peter Schwartz Tarik Zayer Aaron Smith Emily Shields James Morey Robert Burbank Andrew Petrilli Lucas Boyer Logan Mather Jason Swett Austin Roggen Hunter Beaulieu

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CHA, Structural CHA, Structural CHA, Mechanical CHA, Electrical CHA, Environmental CHA, Environmental CHA, Environmental Colliers, 3D Scanning Colliers, 3D Scanning Colliers, 3D Scanning MTI, 3D Scanning MTI, 3D Scanning

FINDINGS: For the team to accurately survey the existing conditions of the tunnels and convey the location of findings to OGS, it was decided to scan the tunnels to generate a 3-dimensional map rendering. This provides a map for the team to locate the identified deficiencies and to inform future project planning and repairs. In addition, a data collection tool was utilized to link any found deficiency with its location. The technologies used to scan and generate this 3D map of the tunnels as well as collect data include the following: • • • • •

Leica RTC 360 Terrestrial Laser Scanner Trimble X7 3D Laser Scanning System NavVis VLX Mobile Mapping System ArchGIS Fulcrum

Utilizing the gathered information from the site surveys, this report aims to address the observed deficiencies and provides recommendations for remediation. Each assessment deficiency/recommendation will be categorized in three distinct ways: • • •

For reporting purposes, the tunnel system was subdivided into 50 linear feet sections. In each section, the design team evaluated the structural, mechanical, electrical, and hazardous materials separately. A summary of each respective discipline’s findings can be found in the following sections with the detailed findings in the corresponding Appendices. The “hot tunnel” is defined as the 2,300 linear feet of tunnel from boiler plant on Sheridan Avenue to the Chiller Plant. The hot tunnel is a narrow, but walkable pathway that allows steam piping and other utilities to pass from the Steam Plant to the Chiller Plant. The steam is used for both heating and cooling in campus operation. The “cold tunnel” is defined as the 6,000 feet south of the Chiller Plant to the Cultural Center. The cold tunnel is an open, cavernous loop with main entrances located underneath the Chiller Plant. The cold tunnels is a pathway for domestic water, chilled water, condenser water and other utilities to traverse around the campus.

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Please see Key Maps in Figures 2 & 3 for identification of referenced locations.

Figure 2: Cold Tunnel Key Map

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Figure 3: Hot Tunnel Key Map

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STRUCTURAL: There were (579) Priority 1 conditions, (1,001) Priority 2 conditions, and (905) Priority 3 conditions noted during this survey. The following table summarizes the structural findings. PRIORITY LEVEL Priority 1

# OF INSTANCES 579

CONDITIONS OBSERVED Bolts missing in connections. Large Concrete spalls in walkways Water damage in concrete and steel surfaces

Priority 2

1,001

Cracking on walls and the roof deck

Priority 3

905

Damaged grout under steel columns. Fine cracks and spalls

Corrosion that is currently minor. Overall, the existing concrete slabs, concrete and concrete masonry walls, concrete beams, and concrete columns are in good condition with most of noted deficiencies being cosmetic or minor for most of the tunnel. In portions of the tunnel with high exposure to moisture and water damage, concrete conditions were poor and in need of remediation. No signs of distress including excessive deflections, leaning or differential movement were observed. The following deficiencies are categorized in this section and are identified in Appendix 2.

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Concrete Spalls Concrete spalls on underside of decks, walls and floors were noted in many locations. The extent of deterioration varies throughout the tunnels. Identified Problem/Causation: Concrete spalling is caused from water penetration and expansion during freeze-thaw cycles. Concrete spalling was divided into three categories: • • •

Small Spall – Diameter of spalling is less than six inches, and depth of spall is less than one inch. Medium Spall – Diameter of spalling is between six and twelve inches, and depth of spall is less than two inches. Large Spall – Diameter of spalling is greater than twelve inches, with no restriction on depth.

The total amount of small spalling recorded was 4,946 square feet. The total amount of medium spalling recorded was 841 square feet. The total amount of large spalling recorded was 6,770 square feet. TYPE OF SPALLING Small spall Medium spall Large spall

NUMBER OF SQUARE FEET 4,946 SF 841 SF 6,770 SF

Photo 1: Large Spall on Ground Concrete

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Concrete Cracking Concrete cracks on underside of decks, walls and floors were noted in many locations. The extent of deterioration varies throughout the tunnels. Identified Problem/Causation: Concrete cracking is caused from the shrinkage of the concrete, or by stresses in the concrete from various loads acting on it. Concrete cracking was divided into three categories: • • •

Fine Crack – Width of cracking is greater than 1/32”, and less than 1/16”. Medium Crack – Width of cracking is greater than 1/16”, and less than 1/8”. Wide Crack – Width of cracking is greater than 1/8”. The total amount of fine cracks recorded was 15,539 linear feet. The total amount of medium cracks recorded was 12,550 linear feet. The total amount of wide cracks recorded was 1,956 linear feet. TYPE OF CRACK Fine cracks Medium cracks Wide Cracks

NUMBER OF LINEAL FEET 15,539 LF 12,550 LF 1,956 LF

Photo 2: Wide Crack in Concrete Pier Foundation

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Concrete Scaling Concrete scaling on underside of decks, walls and floors were noted in many locations. The extent of deterioration varies throughout the tunnels. Identified Problem/Causation: Concrete scaling is caused from water penetration and exposure to various chemicals with a lack of protective measures for the concrete. Concrete scaling was divided into three categories: • • •

Light Scaling – Depth of scaling is less than 1/4” deep. Medium Scaling – Depth of scaling is greater than 1/4” deep, and less than 1/2” deep. Large Scaling – Depth of scaling is greater than 1/2" deep.

The total amount of light scaling recorded was 10,833 square feet. The total amount of medium scaling recorded was 1,481 square feet. The total amount of large scaling recorded was 806 square feet. TYPE OF SCALING Light scaling Medium scaling Large scaling

NUMBER OF SQUARE FEET 10,833 SF 1,481 SF 806 SF

Photo 3: Large Scaling on Concrete Roof Deck

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Concrete Efflorescence Concrete efflorescence on the walls, floors, and the underside of decks was noted in many locations. The extent of deterioration varies throughout the tunnels. Identified Problem/Causation: Concrete efflorescence is caused from water penetrating and wicking through the concrete to the surface leaving behind lime deposit. The total amount of efflorescence recorded was 26,392 square feet.

Photo 4: Efflorescence on Concrete Wall

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Incomplete Concrete Repairs Incomplete concrete repairs were found throughout the tunnel walls and were noted in multiple locations. The extent of the incomplete repairs varies throughout the tunnels. Identified Problem/Causation: Incomplete concrete repairs are locations where a section of the existing concrete was removed for a repair; however, the rebar and section are exposed and are being subjected to further damage in the exposed section. The total amount of exposed incomplete concrete repairs recorded was 179 square feet.

Photo 5: Incomplete Concrete Repair

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Organic Growth on Concrete Slab Organic Growth was detected on the floor slab in a single location, and the beginning of growth of algae in standing water was found in other locations. Identified Problem/Causation: The growth of organic material such as moss, algae and mold is from the standing water, environmental conditions (temperature & humidity), and lighting provided in the tunnel. The total amount of organic growth recorded was 45 square feet.

Photo 6: Organic Growth on Concrete Floor

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Water Damage Water Damage was found throughout the tunnels in the forms of standing water, ponding, active leaks, and water seeping through concrete surfaces in the roof and walls. Identified Problem/Causation: Water damage is caused by exterior water passing through small cracks in the concrete, leaking pipes, and by water having no way to drain out of the tunnel. The total amount of water damage recorded was 2,830 square feet.

Photo 7: Water Damage on Floor

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Deteriorated Expansion Joints Deteriorated Expansion Joints were found throughout the tunnels at key sections, with the deterioration varying at different expansion joints. Identified Problem/Causation: Expansion Joint materials deteriorate from exposure to moisture and salts. As the material deteriorates the expansion joint is not as effective at allowing movement specifically at the tunnel walls and roof deck. The total amount of deteriorated expansion joint material recorded was 518 linear feet.

Photo 8: Deteriorated Expansion Joint

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Overall, the existing steel beams, steel columns, steel bracing, steel ladders, and steel stairs located in the tunnels are in good condition with most of noted deficiencies being cosmetic or minor for most of the tunnel. In portions of the tunnel with excessive amounts of moisture, the steel was in poor condition and the noted deficiencies indicating a need for remediation. Signs of distress including excessive deflections, leaning or differential movement were observed. The following deficiencies are categorized below and are identified in the appendices. F9)

Steel Corrosion Steel Corrosion was found throughout the tunnels on beams, columns, and bracing. The extent of corrosion varies throughout the tunnels. Identified Problem/Causation: Steel corrosion occurs when steel oxidizes from an exposure to different salts, water, and the air with no coating to protect it. Corrosion was separated into three distinct categories. Minor Corrosion – A light surface rust. Moderate Corrosion – Surface rust that is loose and flaking with some pitting. Severe Corrosion – Heavy, stratified rust. The total amount of minor corrosion recorded was 808 square feet. The total amount of moderate corrosion recorded was 724 square feet. The total amount of severe corrosion recorded was 1,753 square feet. TYPE OF CORROSION Minor corrosion Moderate corrosion Severe corrosion

NUMBER OF SQUARE FEET 808 SF 724 SF 1,753 SF

Photo 9: Severe Steel Column Base Plate Corrosion

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Steel Pitting Steel Pitting was found on beams, columns, and bracing. The extent of pitting corrosion varies throughout the tunnels. Identified Problem/Causation: Steel pitting occurs when steel oxidizes from an exposure to different salts, water, and changes in temperature. Pitting corrosion was separated into three distinct categories. • •

•

Minor Pitting – Localized holes, or dimples in the surface of the steel with a diameter less than 1/4”. The depth of the localized corrosion is less than 1/32” deep. Moderate Pitting – Localized holes, or dimples in the surface of the steel with a diameter greater than 1/4” and less than 1/2”. The depth of the localized corrosion is less than 1/8” deep. Severe Pitting – Localized holes, or dimples in the surface of the steel with a diameter greater than 1/2”. The depth of the localized corrosion is greater than 1/8” deep.

The total amount of minor pitting recorded was 27 square feet. The total amount of moderate pitting recorded was 5 square feet. The total amount of severe pitting recorded was 0 square feet. TYPE OF PITTING Minor pitting Moderate pitting Severe pitting

NUMBER OF SQUARE FEET 27 SF 5 SF 0 SF

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Missing Bolts and/or Loose Nuts Missing Bolts and/or Loose Nuts were found on beam, column, ladder, and stair connections throughout the tunnels, with connections missing one or more bolts. Identified Problem/Causation: Missing bolts were found, either bolts were not properly installed, or damage to the concrete into which the bolt was installed caused it to loosen and to no longer be effective. The total amount of missing bolts and/or loose nuts recorded was 109 bolts/nuts.

Photo 10: Missing Connection Bolt

F12)

Damaged Grout Damaged Grout underneath the baseplate of steel columns was found throughout the tunnels, the severity of the damage varies throughout. Identified Problem/Causation: Damaged Grout is grout that has cracked or been completely removed from the baseplate resulting from shear loads, and compression loads acting on the grout. The grout can also fail from water damage and damage to the concrete flooring underneath. The total amount of damaged grout recorded was 209 square feet.

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Damaged Steel Damaged Steel was found in the form of bent baseplates, bent flanges, beam deflection and section loss. The damage and the severity of the damage varied throughout the tunnel. Identified Problem/Causation: The steel throughout the tunnel had suffered a variety of mechanical damages. The observed damages is typically caused by impact or overstressing of the steel in the case of deflections or bent baseplates. The total amount of damaged steel recorded was 90 square feet.

Photo 11: Bent Steel Beam

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Damaged Stairs One of the steel columns supporting the stairs down to the cold tunnels is not being supported by the slab. Identified Problem/Causation: The steel column has severely corroded to the point that it is no longer making supportive contact with the slab. Steel corrosion occurs when steel oxidizes from an exposure to different salts, water, and the air with no coating to protect it. Due to the environment and periods of standing water in the tunnel, the bases of columns, such as the stair support, has corroded.

Photo 12: Damaged Stairs

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Damaged Platform A platform that is being used to cross over a large pipe was noted to be resting on the pipe itself. The resultant additional load on the pipe may damage the pipe and its supporting structural integrity. Identified Problem/Causation: The supports for the platform were noted to be severely corroded and missing bolts connections. Steel corrosion occurs when steel oxidizes from an exposure to different salts, water, and the air with no coating to protect it. Due to the environment and periods of standing water in the tunnel, the bases of columns, such as the platform, has corroded.

Photo 13: Damaged Platform

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Hanging Concrete Pieces of concrete were observed to be hanging by a thin piece of concrete from the ceiling of the tunnel. This poses a potential strike hazard for personnel in the area. Identified Problem/Causation: The pieces of hanging concrete were created from spalls that did not break off completely. Concrete spalling is caused from water penetration and expansion during freeze-thaw cycles.

Photo 14: Hanging Concrete

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MECHANICAL: There were (44) Priority 1 conditions, (43) Priority 2 conditions, and (9) Priority 3 conditions noted during this survey. Priority 1 conditions include missing insulation, piping with heavily disintegrated insulation, dented vinyl insulation covering, nonoperational stormwater sump pumps and corroded pipes. Priority 2 conditions observed include frayed insulation and jacketing. Priority 3 conditions include minor wear and tear on the jacketing only, pipe labels. A visual inspection of the mechanical piping where the insulation and jacketing were already removed or where bare pipe was easily accessible was performed. The pipes observed were in good condition with no signs of visible deterioration. It is recommended that a detailed pipe integrity, such as an ultrasonic test be performed. The following Mechanical deficiencies are categorized in this section and are identified in Appendix 3. Pipe support deficiencies are categorized in the Structural section of this report and associated Appendix.

F1)

Missing Insulation Piping Exposed: On multiple locations various piping systems showcase segments with insulation completely missing. The insulation is missing on the piping, pipe fittings and connections, valves, and smaller branch piping. Identified Problem/Causation: The exposed pipework shows clear indication of premature corrosion which can lead to premature leaks, bursts, and deterioration of structural integrity of the piping run. Heat losses through exposed (non-insulated) piping reduces efficiency in energy utilization of systems (boilers, chillers).

Photo 15: Missing Insulation

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Frayed and Disintegrating Insulation: The majority of the piping insulation in the tunnels shows clear indications of fraying and deterioration. Much of the insulation is original to the initial construction of the tunnels. Identified Problem/Causation: Holes in the insulation covering makes pipes more susceptible to corrosion. Exposed pipes increase the possibility of injury risk, such as, burns, and skin irritation. Heat loss through exposed piping becomes the cause for an inefficient energy system.

Photo 16: Torn Off Jacketing and Frayed Insulation

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Frayed and Disintegrating Jacketing: At some instances, the insulation seemed to be intact but minor wear and tear on the jacketing/covering for the insulation was evident. Identified Problem/Causation: Over time, fraying and disintegration of jacketing leads to damage of insulation and the pipe underneath the jacket. The protective paint coating on the insulation jacket has deteriorated which has led to damage of the insulation and pipe underneath.

Photo 17: Frayed Piping Insulation and Disintegrated Jacketing F4)

Labeling: All piping systems lacked adequate amount of labeling (stickers/stenciled paint) throughout their runs. Lack of tagging causes difficulty of confirming piping systems.

F5)

Aluminum/Metal Jacketing: Aluminum and metal jacketing is utilized to fix original frayed and disintegrated jacketing and/or lack of insulation beneath in some locations. Aluminum jacketing is used as a temporary fix in these instances not as a protective covering for the insulated piping as typical practice would be. However, the purpose of insulating a pipe remains unsatisfied from a thermal and safety (scalding) perspective.

F6)

Pumps: The stormwater sump pumps located in cold tunnels in Section 48 are currently non-operational. This has caused some water to back up and spill on to the floor of the tunnel. Service work on the pumps is ongoing.

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ELECTRICAL: There were (46) Priority 2 conditions noted during the surveys. Priority 2 conditions observed include missing covers for wall outlets and junction boxes, low lighting levels, damaged hangers, and exposed wires. The existing observed electrical conduits and lighting were in good condition. Most of the noted deficiencies were minor and relatively easy to remediate. The following deficiencies are categorized below and are identified in Appendix 4. Conduit pipe support deficiencies are categorized in the Structural section of this report and associated Appendix.

F1)

Missing Cover Plates for Junction Box & Outlet The majority of the deficiencies found were in the form of missing or non-secured cover plates for junction boxes or receptacles. In some instances, the cover plate was nearby but for most, missing entirely. In some instances, the top cover of raceways was missing exposing the wire within. The survey team identified 35 instances of missing cover plates.

Photo 18: Missing Cover Plate for Junction Box

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Damaged / Missing Hangers There were instances where hangers used for supporting conduit and cabling were either damaged or missing. The non-supported cabling has begun to sag and poses potential future issues if not supported correctly. The survey team identified 5 instances of damaged/missing hangers.

Photo 19: Missing Hangers for Cabling Support

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Damaged / Rusted Junction Boxes, Conduit, Outlet The survey team noted some junction boxes, conduit and outlets that have signs of rusting. In some instances, the entire structural support of the box has been compromised. The survey team identified 2 instances of damaged/rusted electrical equipment.

Photo 20: Rusted Junction Box

F4)

Low Lighting Levels There are areas in the hot tunnels that do not have sufficient levels of lighting. In some instances, the low lighting levels are attributed to light fixtures not working or due to a missing or burned-out bulb. In other areas, there is not enough installed lighting to provide illumination. It is important to provide at least the minimum levels of lighting to create a safer working environment. The survey team identified 4 instances of low lighting levels in sections 3012, 3018, 3019 and 3024.

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ENVIRONMENTAL: A Hazardous Materials Survey of the Empire State Plaza utility tunnels was completed per Chapter 9.8 – “Hazardous Materials Guide of the NYSOGS Design Procedures Manual.” This included the visual identification and sampling of suspect asbestos-containing materials, lead-based paints, PCB-containing caulks/sealants, and a visual inspection for Mercury-containing items, PCB-containing items (transformers/ballasts), Chlorofluorocarbons (CFCs), Bird Droppings and Mold. The Hazardous Materials Report can be found in Appendix 5.

F1)

113 suspect asbestos-containing materials were identified during the asbestos survey portion of the hazardous materials survey. A total of 285 individual bulk samples were collected and 18 asbestos-containing materials were confirmed within the tunnels through laboratory analysis.

F2)

Thirty-two (32) paint chip samples were collected from substrates within the tunnels such as railings, structural components, door systems, and insulation jacketing. Upon analysis, dull gray paint to pipe valves, and yellow handrail paint were found to have detectable levels of lead above the 0.5% EPA threshold of lead-based paint. Additionally, the pipe insulation jacketing paints, door system paints, as well as pipe/valve paints were found to have detectable levels of lead below the 0.5% EPA threshold, classifying them as lead-containing paint for having any detectable concentration of lead.

F3)

Eight (8) suspect PCB caulks/sealants were collected during the hazardous materials survey, transmitted to CHEMTECH under proper chain of custody protocol and had them analyzed for PCBs under EPA Method 8082. Upon analysis, the overhead duct sealant, 12” cast iron drain sealant, brown pipe sealant to wall penetration, and red fire caulk to wall penetration were found to have detectable levels of PCBs below the Toxic Substances Control Act (TSCA) regulatory threshold of 50 PPM.

F4)

Sixteen (16) fluorescent light tubes/bulbs were found in Cold Tunnel Section 7B, and no mercury-containing thermostats were observed within the scope areas. Labeled non-PCB containing ballasts were disconnected in a box within the Hot Tunnel. Additionally, there was no mold or bird guano present within the sections of tunnel inspected.

Project No. SE332

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May 17, 2024

RECOMMENDED SCOPE OF WORK: Based on the Findings presented in the previous section, the design team recommends the following remediation scope of works:

STRUCTURAL: The following remediations are recommended for the above structural deficiencies: R1)

All concrete components exhibiting spalling are to be cleaned by either mechanical or water blasting methods to remove all loose concrete, scale, and foreign material. Apply a corrosion inhibitor on any reinforcement exposed by the concrete removal. If reinforcement is already exposed, wire brush clean and replace as required upon further inspection. Patch all spalls to original section dimensions.

R2)

All concrete components exhibiting cracking are to be cleaned by either mechanical or water blasting methods to remove all loose concrete, scale, and foreign material. Apply a corrosion inhibitor on any reinforcement exposed by the concrete removal. Patch all cracks to original section dimensions.

R3)

All concrete components exhibiting scaling are to be cleaned by either mechanical or water blasting methods to remove all loose concrete, scale, and foreign material. Apply a corrosion inhibitor on any reinforcement exposed by the concrete removal. Patch all scaling to original section dimensions.

R4)

Investigate concrete components where efflorescence has occurred and remove built-up efflorescence deposits to expose any potential damage underneath. Repair as required, if concrete needs to be removed to remove efflorescence apply corrosion inhibitor on any reinforcement exposed by the concrete removal. Patch all section loss to original section dimensions.

R5)

Investigate all incomplete concrete repairs on the walls, floors, and roof. If cut out section is in acceptable condition complete repair as required. In cases where the reinforcement or concrete has been damaged further from exposure, clean reinforcement through mechanical methods and replace if required. Apply a corrosion inhibitor to reinforcement if replacement is not required after cleaning. Clean concrete by either mechanical or water blasting methods to remove all lose concrete, scale, and foreign material. Patch the incomplete repair to the original section dimensions.

R6)

Investigate all organic growth on the tunnel floors. Where growth is found, remove any growth that has developed, and remove any water enabling the growth of organic matter.

R7)

Investigate water damage throughout the tunnel. In sections with standing water, remove the water and inspect the concrete underneath for further damage in the forms of scaling or spalling. Where possible, repair the source of water including but not limited to leaking pipe, fittings, and clogged drains. Further water removal may be required by installing sump pumps or additional drains.

R8)

Investigate all expansion joints for material deterioration, at joints with damaged material remove the material and clean the exposed joint of any debris through mechanical methods. In exposed joint apply a new bonding adhesive and insert a foam backing rod. Cover and seal joint.

R9)

All steel components are to be cleaned through mechanical or sand blasting methods until all corrosion has been removed. Remaining steel is to be investigated and the condition of the

Project No. SE332

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May 17, 2024

remaining steel to be assessed for any further repair. Reinforce steel as required, if necessary, replace steel entirely. Coat all steel with corrosion inhibiting paint and finish. R10)

All steel components are to be cleaned through mechanical or sand blasting methods until all corrosion has been removed. Remaining steel is to be investigated and the condition of the remaining steel to be assessed for any further repair. Reinforce steel as required, pitting may also be welded back to the original section size. Coat all steel with corrosion inhibiting paint and finish.

R11)

All connections with missing or loose bolts are to be investigated for further damage at the connection. Replace missing or loose bolts with epoxy injected anchor for connections to concrete, or the appropriate bolt(s) for connections to other steel members.

R12)

All columns with damaged grout are to be inspected for any further damage caused to the column or anchors from the lack of contact with the slab below. Repair damage found as required, in cases where no repairs are needed to the steel chip out any remaining grout and replace.

R13)

Inspect all damaged steel for mechanical failures and investigate the need for further reinforcement or repairs. In the case of severe damage such as section loss or significant plastic deformation, replace steel entirely.

R14)

All steel components of the stairs to be cleaned through mechanical or sand blasting methods until all corrosion has been removed. Remaining steel is to be investigated and the condition of the remaining steel to be assessed for any further repair. Reinforce steel as required, if necessary, replace steel entirely. Secure to the slab with bolts. Coat all steel with corrosion inhibiting paint and finish.

R15)

The steel components of the platform are to be cleaned through mechanical or sand blasting methods until all corrosion has been removed. Remaining steel is to be investigated and the condition of the remaining steel to be assessed for any further repair. Reinforce steel as required, if necessary, replace steel entirely. Resecure the platform to the slab with bolts. Coat all steel with corrosion inhibiting paint and finish.

R16)

Remove hanging pieces of concrete. Concrete components exhibiting spalling are to be cleaned by either mechanical or water blasting methods to remove all loose concrete, scale, and foreign material. Apply a corrosion inhibitor on any reinforcement exposed by the concrete removal. If reinforcement is already exposed, wire brush clean and replace as required upon further inspection. Patch all spalls to original section dimensions.

MECHANICAL: The following remediations are recommended for the above mechanical deficiencies: R1)

Reinsulate pipes that are missing or have heavily damaged insulation that exposes bare pipe. This includes insulation on pipe fitting, connections, valves, and smaller branch piping.

R2)

For pipes that have frayed insulation, reinsulate each section including the jacketing.

R3)

For pipes where the jacketing is showing signs of damage, replace the damaged jacketing section in its entirety.

Project No. SE332

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May 17, 2024

R4)

Install pipe labeling on all pipes in the tunnels. Labels should be installed every 50 feet of straight pipe, on both sides for wall/ceiling penetrations, next to valves/flanges and changes of direction. Pipe labeling should follow ANSI/ASME A13.1 as a standard and best practice.

R5)

For pipes that are using aluminum/metal jacketing as a temporary fix, remove temporary jacketing and replace insulation underneath. Install new jacketing to protect insulation and pipe underneath.

R6)

Stormwater pumps are currently being serviced. Recommend implementing a maintenance/service plan for the pumps to make sure they are operational when needed. This should include spare pumps on premises, frequent testing of pumps, and monitoring pumps during weather events.

ELECTRICAL: The following remediations are recommended for the above electrical deficiencies: R1)

Replace all missing covers for junction boxes, outlets, and raceways. Implement a maintenance schedule to evaluate junction boxes, outlets and raceways and perform corrective action as required.

R2)

Replace all missing hangers and secure existing conduit and cabling. Implement a maintenance schedule to evaluate hangers and perform corrective action as required.

R3)

Replace all rusted electrical equipment including conduit, junction boxes and outlets. Implement a maintenance schedule to evaluate junction boxes, outlets and raceways and perform corrective action as required.

R4)

Replace broken or missing bulbs and/or add lighting fixtures to areas with low lighting levels with light emitting diode (LED) type. Implement a maintenance schedule to continually evaluate lighting and replace as required.

ENVIRONMENTAL: R1)

The Hazardous Materials Survey Report shall not solely serve as an asbestos abatement design document for obtaining bids from abatement contractors. It is recommended that specific abatement design documents be prepared in order to specify procedures and protocols that must be observed in order to ensure that abatement activities are completed in a manner consistent with local, state and federal regulations and requirements.

R2)

Review the Hazardous Materials Survey Report during the planning of and prior to performing any work on the recommended action items of other trades outlined within this report.

Project No. SE332

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May 17, 2024

PHASING / PROJECT GROUPING: The intention of the surveys is to identify the deficiencies found in the tunnels and be able to group them into future projects that can be awarded. Based on what was observed, the majority of the deficiencies were structural in nature and were found throughout the tunnels. The design team recommends grouping the segments into larger sections (each section consists of approximately 10 segments). Project groupings could be further broken down to generate smaller projects or combined to create larger projects. Section Grouping

Total Count Priority 1

Priority 2

Priority 3

STRUC

MECH

ELEC

STRUC

MECH

ELEC

STRUC

MECH

ELEC

1-10

11-20

21-30

31-40

41-50 51-60

64 52

2 11

0 0

89 94

2 0

5 4

90 83

0 0

61-70

116

120

71-82

107

3000-3010

3011-3020 3021-3030

58 45

5 5

0 0

72 66

4 2

6 1

52 92

2 0

0 0

3031-3038

0 59 0 Table 2: Section Grouping

The number of electrical deficiencies identified are small in comparison to structural and mechanical deficiencies. It is recommended that the electrical deficiencies be remediated as a separate phase/contract to expedite these fixes and avoid being tied to the larger, phased remediations.

Project No. SE332

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May 17, 2024

Priority should be given to groupings that have the most Priority 1 priority levels. This will allow for greater returns as OGS begins to remediate the deficiencies. The following table summarizes how the Section Groupings should be prioritize:

Priority Ranking

Section Grouping

Total Count Priority 1 STRUC

MECH

ELEC

61-70

2 3

71-82

41-50

51-60

3011-3020

3000-3010

7 8

3021-3030

31-40

1-10

11-20

21-30

3031-3038 20 1 Table 3: Grouping Priority

KEY ISSUES AND ISSUES TO BE RESOLVED: The findings and recommendations found in this report were based on visual observation and may not represent the depth of deficiency. Key issues that will need to be resolved are: • Access to confined spaces and secure areas to perform repairs. • Access to piping and equipment to perform repairs, as some of the areas have little to no clearance. • Performing repairs while maintaining services for the complex. At no time during the project can the utilities in the existing tunnels be interrupted. • Phasing & construction timing • Setting strict agreed-upon boundaries for repair scope. • Concurrent projects on the Empire State Plaza and tunnels • A visual inspection to determine pipe integrity was performed. A thorough pipe integrity tests on all utility pipes should be performed utilizing acoustical and/or ultrasonic methods. CODES AND REGULATORY REQUIREMENTS: 1. Related Applicable Codes: a. Building Code of New York State – 2020 b. Existing Building Code of New York State – 2020 c. National Electrical Code – 2017 (NFPA 70) d. Mechanical Code of New York State – 2020

Project No. SE332

5. 6.

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May 17, 2024

e. Plumbing Code of New York State – 2020 f. Energy Conservation Construction Code of New York State – 2020. Existing Building Code a. Chapter 6 Classification of Work: The level of alteration will depend upon the identified Priority Level and its magnitude. b. Section 602: Most repairs will likely be considered Alteration Level One c. Section 603: There may be a rare instance of a space reconfiguration or an extension of a particular system, which would then be an Alteration Level Two. d. It is not expected that there will be any work that is an Alteration Level Three. Existing Occupancy: a. Section 304 (Occupancy classification), Section 508 (Accessory use) & Section 509 (Incidental use): Accessory or incidental use to Business Group B Means of Egress: It is presumed existing egress criteria is per NYS Building Code for original construction. The occupant loads, exiting requirements and other pertinent requirements are unaffected by the alteration work. Materials’ requirements as defined and specified by the 2020 Building Code of New York State. Office of General Service’s Design and Construction, Environmental Programs and Climate Initiative office’s Environmental Product Determination for Embodied Carbon, in response to Executive Order 22 Additional codes which may be applicable to this project include: a. Fire Code of New York State – 2020 b. Property Maintenance Code of New York State – 2020 c. Title 29 of the Code of Federal Regulations (OSHA Law)

During construction, appropriate Department of Labor (DOL) and Occupational Safety and Health Administration (OSHA) regulations will be in place.

Project No. SE332

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May 17, 2024

ESTIMATE: The attached Project Estimate dated May 8, 2024, indicates an estimated bid amount of $50,000,000. Given the preliminary nature of this estimate the anticipated range of construction value is $38,000,000 to $70,000,000. The client’s decision as to what construction value to use for capital planning purposes must factor in considerations which are beyond the scope of this report. Factors include but are not limited to schedule, project priority in the overall capital plan, number, and expertise of stakeholders with input into project scope, etc. TOTAL

Section Grouping

STRUC

MECH

ELEC

1-10

3,200,000

240,000

$ 23,000

11-20

4,500,000

450,000

$ 13,000

21-30

2,800,000

57,000

4,900

31-40 41-50

$ $

3,600,000 4,700,000

$ $

180,000 50,000

$ $

8,800 9,400

51-60

4,700,000

170,000

8,300

61-70

6,200,000

960,000

5,500

71-82

6,600,000

6,400

3000-3010 3011-3020

2,500,000

55,000

$ 14,000

3,000,000

58,000

$ 35,000

3021-3030

3,400,000

59,000

4,300

3031-3038

2,600,000

1,600

TOTAL

48,000,000 $ 2,300,000 Table 4: Cost Estimate

Section Grouping

$ 130,000

TOTAL Low

High

1-10

$ 2,600,000

$ 4,800,000

11-20

$ 3,700,000

$ 7,000,000

21-30

$ 2,200,000

$ 4,100,000

31-40

$ 2,900,000

$ 5,400,000

41-50

$ 3,500,000

$ 6,600,000

51-60

$ 3,600,000

$ 6,800,000

61-70

$ 5,400,000

$ 10,000,000

71-82

$ 4,900,000

$ 9,100,000

3000-3010

$ 2,000,000

$ 3,600,000

3011-3020

$ 2,400,000

$ 4,400,000

3021-3030

$ 2,600,000

$ 4,900,000

3031-3038

$ 2,000,000

$ 3,700,000

TOTAL

$ 38,000,000 $ 70,000,000 Table 5: Cost Estimate Range

Project No. SE332

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May 17, 2024

Priority Level

Structural

Mechanical

Electrical

Priority 1

$ 15,000,000

Priority 2

$ 16,000,000

$ 1,100,000

Priority 3

770,000

$ 17,000,000 $ 440,000 Table 6: Priority Cost Estimate

$ 130,000 $

Please note the Project Estimate is valid until the projected bid date. Beyond that date, the estimate will be subject to escalation and the possibility of further deterioration of existing conditions. The detailed Cost Estimate can be found in Appendix 1. ESTIMATE OF FEES FOR PROFESSIONAL SERVICES: For capital planning purposes our preliminary estimate of the cost for professional services to support this project through the construction phase is $1,300,000. Professional services include design fees, contract administration fees, construction management and inspection fees, and overall project management fees. Professional fees can vary greatly depending on a number of factors that cannot be well-defined at the program phase of a project. Factors include but are not limited to project complexity, hazardous materials, special permitting, design phase and construction phase schedules, scope modifications, level of analysis of alternatives and options, and value engineering efforts. APPENDIX: Appendix 1: Cost Estimate, dated 4/17/2024 Appendix 2: Architectural/Structural Detailed Findings Appendix 3: Mechanical Detailed Findings Appendix 4: Electrical Detailed Findings Appendix 5: Limited Survey for ACM’s and PCB’s Report Appendix 6: Initial Site Visit minutes, dated 5/2/2023.

Project No. SE332

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Appendix 1: Cost Estimate

May 17, 2024

ESTIMATE SUMMARY/HISTORY

Project No.: TO: BASE / ALT: TP Project No:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY BUILDING GSF

$8,395

BID AMOUNT

$1,027,747

ALTERNATES Amount

PROGRAM 5/8/2024 $1,019,351

Mechanical P-1

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2025; COMPLETION APRIL 2027; MID-POINT APRIL 2026. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,019,351

$41,178

HVAC

$8,395

$356

ESTIMATE RANGE

LOW: HIGH:

$770,810 $1,438,845

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$17,158 $61,952 $20,589 $13,726 $68,631 $68,631 $6,863 $13,726

$704 /day

017716

Contract Closeout

3.0%

$20,589

012100

FIELD ORDER ALLOWANCE

6.0%

$41,178

CSI NUM

DESCRIPTION:

QUANT

UNIT

M&L TOTAL COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL UNIT COST

MATERIAL UNIT TOTAL PRICE COST

TOTAL COST

TOTAL HRS

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete beams

5 SF

$110.00

$550

$315.00

3.9375

$80

$1,575

19.7

$425.00

$2,125

030131

- Concrete deck underside

46 SF

$125.00

$5,750

$375.00

4.6875

$80

$17,250

215.6

$500.00

$23,000

030131

- Concrete pier foundation

23 SF

$110.00

$2,530

$315.00

3.9375

$80

$7,245

90.6

$425.00

$9,775

030131

- Concrete slab

546 SF

$110.00

$60,060

$315.00

3.9375

$80

$171,990

2,149.9

$425.00

$232,050

030131

- Concrete wall

74 SF

$110.00

$8,140

$315.00

3.9375

$80

$23,310

291.4

$425.00

$31,450

Page 2

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete wall

030131

Concrete crack repairs

2 SF

$60.00

$120

$98.00

1.2250

$80

$196

2.5

$158.00

$316

030131

- Medium crack (1/16"< x < 1/8")

58 LF

$45.00

$2,610

$115.00

1.4375

$80

$6,670

83.4

$160.00

$9,280

030131

- Wide crack ( x >1/8")

40 LF

$55.00

$2,200

$125.00

1.5625

$80

$5,000

62.5

$180.00

$7,200

Miscellaneous repairs at water damaged areas (assume 10% of 92 SF)

10 SF

$110.00

$1,100

$315.00

3.9375

$80

$3,150

39.4

$425.00

$4,250

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

13 SF

$200.00

$2,600

$800.00

10.0000

$80

$10,400

130.0

$1,000.00

$13,000

030131

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

3 EA

$1,200.00

$3,600

$2,560.00

32.0000

$80

$7,680

96.0

$3,760.00

$11,280

050000

Replace missing bolts

3 EA

$25.00

$75

$160.00

2.0000

$80

$480

6.0

$185.00

$555

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

1 SF

$200.00

$200

$800.00

10.0000

$80

$800

10.0

$1,000.00

$1,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

1 EA

$1,200.00

$1,200

$2,560.00

32.0000

$80

$2,560

32.0

$3,760.00

$3,760

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

050000

METAL STAIRS

050000

Weld steel at missing weld location

1 EA

$175.00

$175

$480.00

6.0000

$80

$480

6.0

$655.00

$655

050000

Replace missing handrail (assume 5LF/location)

3 EA

$1,250.00

$3,750

$480.00

6.0000

$80

$1,440

18.0

$1,730.00

$5,190

Page 3

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$115,685 on labor only $17,353 $13,038 $291,865 $41,178 $146,075 $540,232 $1,019,351

28.6% 4.0% 14.3% 53.0% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$285,226 $142,613 $64,176 $48,217

3,565.3 hrs.

M&L TOTAL COST

$10,625

$142,613 $81,529 $61,255

SAY:

$1,019,400

$1,019,351

Page 4

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 1 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$59

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$356 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$148 $800 $208 $119 $267 $504

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$170.00

$170

$175.00

1.8229

$96

$175

1.8

$345.00

$345

230700

- High pressure steam (hps), 14" diameter

30 LF

$44.63

$1,339

$38.40

0.4000

$96

$1,152

12.0

$83.03

$2,491

230700

- Domestic cold water (dcws), 12" diameter

30 LF

$11.20

$336

$19.20

0.2000

$96

$576

6.0

$30.40

$912

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$1,903 $952 $428 $322

19.8 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor

$1,845 on labor only $277 $208 $2,105 $356 $2,330 $3,604

$952 $705 $530

25.1% 4.2% 27.7% 42.9%

Page 5

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Total Cost $8,395

ESTIMATOR CHECK

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 100.0%

TOTAL COST

TOTAL UNIT COST

TOTAL HRS SAY:

M&L TOTAL COST $8,400

$8,395

Page 6

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$19,784

BID AMOUNT

$1,261,575

ALTERNATES Amount

PROGRAM 5/8/2024 $1,241,791

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,241,791

$50,746

$19,784

$852

LOW: HIGH:

$946,181 $1,766,205

HVAC

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$21,144 $61,952 $25,373 $16,915 $84,576 $84,576 $8,458 $16,915

$704 /day

017716

Contract Closeout

3.0%

$25,373

012100

FIELD ORDER ALLOWANCE

6.0%

$50,746

CSI NUM

DESCRIPTION:

QUANT

UNIT

M&L TOTAL COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL UNIT COST

MATERIAL UNIT TOTAL PRICE COST

TOTAL COST

TOTAL HRS

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck underside

65 SF

$125.00

$8,125

$375.00

4.6875

$80

$24,375

304.7

$500.00

$32,500

030131

- Concrete wall

130 SF

$110.00

$14,300

$315.00

3.9375

$80

$40,950

511.9

$425.00

$55,250

Page 8

CSI NUM 030131

DESCRIPTION:

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete deck

030131

Concrete crack repairs

030131

QUANT

- Wide crack ( x >1/8")

15 SF

$60.00

$900

$118.00

1.4750

$80

$1,770

22.1

$178.00

$2,670

7 LF

$55.00

$385

$125.00

1.5625

$80

$875

10.9

$180.00

$1,260

030131

Remove efflorescence

030131

- Concrete deck

25 SF

$30.00

$750

$66.00

0.8250

$80

$1,650

20.6

$96.00

$2,400

030131

- Concrete wall

71 SF

$30.00

$2,130

$55.00

0.6875

$80

$3,905

48.8

$85.00

$6,035

030131

Deep surface repair at exposed rebar location

5 SF

$175.00

$875

$220.00

2.7500

$80

$1,100

13.8

$395.00

$1,975

030131

Miscellaneous repairs at water damaged areas (assume 10% of 540 SF)

55 SF

$110.00

$6,050

$315.00

3.9375

$80

$17,325

216.6

$425.00

$23,375

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

5 EA

$800.00

$4,000

$1,920.00

24.0000

$80

$9,600

120.0

$2,720.00

$13,600

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

8 SF

$200.00

$1,600

$800.00

10.0000

$80

$6,400

80.0

$1,000.00

$8,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

1 EA

$1,200.00

$1,200

$2,560.00

32.0000

$80

$2,560

32.0

$3,760.00

$3,760

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

26 SF

$150.00

$3,900

$640.00

8.0000

$80

$16,640

208.0

$790.00

$20,540

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

243 SF

$200.00

$48,600

$800.00

10.0000

$80

$194,400

2,430.0

$1,000.00

$243,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

7 EA

$1,200.00

$8,400

$2,560.00

32.0000

$80

$17,920

224.0

$3,760.00

$26,320

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

Page 9

CSI NUM

050000

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Remove and replace deteriorated expansion joint material

20 LF

$5.50

$110

$25.00

0.3125

$80

$500

6.3

$30.50

$610

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80%

DESCRIPTION:

QUANT

Tunnel ventilation to accommodate welding, painting etc.

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$122,350 on labor only $18,353 $13,789 $345,283 $50,746 $154,491 $691,271 $1,241,791

$364,970 $182,485 $82,118 $61,698 27.8% 4.1% 12.4% 55.7% 100.0%

4,562.1 hrs. $182,485 $100,471 $75,487

SAY:

$1,241,800

$1,241,791

Page 10

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$142

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$852 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$355 $1,600 $497 $284 $639 $1,208

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

1 LS

$450.00

$450

$385.00

4.0104

$96

$385

4.0

$835.00

$835

- High pressure steam (hps), 14" diameter

100 LF

$44.63

$4,463

$38.40

0.4000

$96

$3,840

40.0

$83.03

$8,303

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$4,225 $2,113 $951 $714

44.0 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$4,913 on labor only $737 $554 $4,725 $852 $6,204 $8,002 $19,784

23.9% 4.3% 31.4% 40.4% 100.0%

$2,113 $1,688 $1,268

SAY:

$19,800

Page 11

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

ESTIMATOR CHECK

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

$19,784

Page 12

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$39,339

BID AMOUNT

$988,620

ALTERNATES Amount

PROGRAM 5/8/2024 $949,281

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$949,281

$38,165

HVAC

$39,339

$1,657

LOW: HIGH:

$741,465 $1,384,069

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$15,902 $61,952 $19,082 $12,722 $63,608 $63,608 $6,361 $12,722

$704 /day

017716

Contract Closeout

3.0%

$19,082

012100

FIELD ORDER ALLOWANCE

6.0%

$38,165

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete beams

1 SF

$110.00

$110

$315.00

3.9375

$80

$315

3.9

$425.00

$425

030131

- Concrete slab

64 SF

$110.00

$7,040

$315.00

3.9375

$80

$20,160

252.0

$425.00

$27,200

030131

- Concrete wall

316 SF

$110.00

$34,760

$315.00

3.9375

$80

$99,540

1,244.3

$425.00

$134,300

1 SF

$60.00

$60

$118.00

1.4750

$80

$118

1.5

$178.00

$178

73 LF

$55.00

$4,015

$125.00

1.5625

$80

$9,125

114.1

$180.00

$13,140

030131

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete deck

030131

Concrete crack repairs

030131

- Wide crack ( x >1/8")

Page 14

CSI NUM

DESCRIPTION:

030131

Remove efflorescence

030131

- Concrete slab

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

400 SF

$30.00

$12,000

$55.00

0.6875

$80

$22,000

275.0

$85.00

$34,000

030131

Deep surface repair at exposed rebar location

5 SF

$175.00

$875

$220.00

2.7500

$80

$1,100

13.8

$395.00

$1,975

030131

Miscellaneous repairs at water damaged areas (assume 10% of 10 SF)

1 SF

$110.00

$110

$315.00

3.9375

$80

$315

3.9

$425.00

$425

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

1 EA

$800.00

$800

$1,920.00

24.0000

$80

$1,920

24.0

$2,720.00

$2,720

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

DIVISION 5: METALS 050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

84 SF

$200.00

$16,800

$800.00

10.0000

$80

$67,200

840.0

$1,000.00

$84,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

5 EA

$1,200.00

$6,000

$2,560.00

32.0000

$80

$12,800

160.0

$3,760.00

$18,800

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

8 SF

$200.00

$1,600

$800.00

10.0000

$80

$6,400

80.0

$1,000.00

$8,000

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (light corrosion)

4 SF

$100.00

$400

$320.00

4.0000

$80

$1,280

16.0

$420.00

$1,680

050000

Replace missing bolts

7 EA

$25.00

$175

$80.00

1.0000

$80

$560

7.0

$105.00

$735

050000

Install missing brace (approx. 5 lf)

1 LS

$500.00

$500

$640.00

8.0000

$80

$640

8.0

$1,140.00

$1,140

050000

Replace missing handrail (assume 5LF/location)

1 EA

$1,250.00

$1,250

$480.00

6.0000

$80

$480

6.0

$1,730.00

$1,730

050000

Repair notched stringer

1 LS

$275.00

$275

$640.00

8.0000

$80

$640

8.0

$915.00

$915

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

20 LF

$5.50

$110

$25.00

0.3125

$80

$500

6.3

$30.50

$610

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated expansion joint material

Page 15

CSI NUM

DESCRIPTION:

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

UNIT PRICE

MAN HRS PER UNIT

$103,405 on labor only $15,511 $11,654 $275,038 $38,165 $130,569 $505,509 $949,281

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

$266,893 $133,447 $60,051 $45,118 29.0% 4.0% 13.8% 53.3% 100.0%

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

3,336.2 hrs. $133,447 $75,562 $56,772

SAY:

$949,300

$949,281

Page 16

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 5 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$276

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$1,657 $0 M&L TOTAL COST

Estimated By: J. Krull

UNIT

$690 $4,000 $966 $552 $1,242 $2,347

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$640.00

$640

$900.00

9.3750

$96

$900

9.4

$1,540.00

$1,540

230700

- Condenser water (cond), 48" diameter

15 LF

$100.00

$1,500

$144.00

1.5000

$96

$2,160

22.5

$244.00

$3,660

230700

- Primary chilled water supply (pchws), 36" diameter

15 LF

$75.00

$1,125

$96.00

1.0000

$96

$1,440

15.0

$171.00

$2,565

230700

- Condenser water (cond), 48" diameter

30 LF

$100.00

$3,000

$144.00

1.5000

$96

$4,320

45.0

$244.00

$7,320

230700

- Valving station and exposed branch-pipe connections

15 LF

$50.00

$750

$72.00

0.7500

$96

$1,080

11.3

$122.00

$1,830

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$9,900 $4,950 $2,228 $1,674

103.1 hrs

50.0% 15.0% 9.80%

$7,015 on labor only $1,052 $791

$4,950 $3,280 $2,464

Page 17

CSI NUM

DESCRIPTION:

MATERIAL UNIT TOTAL PRICE COST General Conditions & Administration $10,074 Allowance $1,657 Material Cost $8,858 Total Labor $18,751 Total Cost $39,339 QUANT

UNIT

ESTIMATOR CHECK

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 25.6% 4.2% 22.5% 47.7% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$39,300

$39,339

Page 18

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$54,107

BID AMOUNT

$663,365

ALTERNATES Amount

PROGRAM 5/8/2024 $609,258

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$609,258

$23,540

HVAC

$54,107

$356

LOW: HIGH:

$497,524 $928,711

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$9,808 $61,952 $11,770 $7,847 $39,233 $39,233 $3,923 $7,847

$704 /day

017716

Contract Closeout

3.0%

$11,770

012100

FIELD ORDER ALLOWANCE

6.0%

$23,540

CSI NUM

DESCRIPTION:

QUANT

M&L TOTAL COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

2 SF

$85.00

$170

$275.00

3.4375

$80

$550

6.9

$360.00

$720

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL UNIT COST

MATERIAL UNIT TOTAL PRICE COST

UNIT

TOTAL COST

TOTAL HRS

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131 030131 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep) - Concrete slab Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete columns

4 SF

$110.00

$440

$315.00

3.9375

$80

$1,260

15.8

$425.00

$1,700

030131

- Concrete deck underside

6 SF

$125.00

$750

$375.00

4.6875

$80

$2,250

28.1

$500.00

$3,000

030131

- Concrete pier foundation

32 SF

$110.00

$3,520

$315.00

3.9375

$80

$10,080

126.0

$425.00

$13,600

030131

- Concrete slab

86 SF

$110.00

$9,460

$315.00

3.9375

$80

$27,090

338.6

$425.00

$36,550

030131

- Concrete wall

21 SF

$110.00

$2,310

$315.00

3.9375

$80

$6,615

82.7

$425.00

$8,925

Page 20

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete beams

10 SF

$60.00

$600

$98.00

1.2250

$80

$980

12.3

$158.00

$1,580

030131

- Concrete columns

20 SF

$60.00

$1,200

$98.00

1.2250

$80

$1,960

24.5

$158.00

$3,160

030131

- Concrete wall

6 SF

$60.00

$360

$98.00

1.2250

$80

$588

7.4

$158.00

$948

030131

Concrete crack repairs 146 LF

$55.00

$8,030

$125.00

1.5625

$80

$18,250

228.1

$180.00

$26,280

Miscellaneous repairs at water damaged areas (assume 10% of 55 SF)

6 SF

$110.00

$660

$315.00

3.9375

$80

$1,890

23.6

$425.00

$2,550

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

030131 030131

- Wide crack ( x >1/8")

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

3 SF

$200.00

$600

$800.00

10.0000

$80

$2,400

30.0

$1,000.00

$3,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

3 EA

$1,200.00

$3,600

$2,560.00

32.0000

$80

$7,680

96.0

$3,760.00

$11,280

050000

Replace missing bolts

1 EA

$25.00

$25

$160.00

2.0000

$80

$160

2.0

$185.00

$185

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

5 SF

$150.00

$750

$640.00

8.0000

$80

$3,200

40.0

$790.00

$3,950

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

36 SF

$200.00

$7,200

$800.00

10.0000

$80

$28,800

360.0

$1,000.00

$36,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

4 EA

$1,200.00

$4,800

$2,560.00

32.0000

$80

$10,240

128.0

$3,760.00

$15,040

050000

Reinforcing at bent / damaged flange (per location)

2 EA

$800.00

$1,600

$2,560.00

32.0000

$80

$5,120

64.0

$3,360.00

$6,720

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

10 SF

$200.00

$2,000

$800.00

10.0000

$80

$8,000

100.0

$1,000.00

$10,000

050000

Replace missing bolts

7 EA

$25.00

$175

$80.00

1.0000

$80

$560

7.0

$105.00

$735

Page 21

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

050000

Replace missing handrail (assume 5LF/location)

2 EA

$1,250.00

$2,500

$480.00

6.0000

$80

$960

12.0

$1,730.00

$3,460

050000

Reattach handrail

1 LS

$75.00

$75

$480.00

6.0000

$80

$480

6.0

$555.00

$555

Page 22

CSI NUM

050000

DESCRIPTION:

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

QUANT

Tunnel ventilation to accommodate welding, painting etc.

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated expansion joint material

42 LF

$5.50

$231

$25.00

0.3125

$80

$1,050

13.1

$30.50

$1,281

079200

Sealant at floor slab

10 LF

$2.75

$28

$10.50

0.1313

$80

$105

1.3

$13.25

$133

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$67,609 on labor only $10,141 $7,619 $193,384 $23,540 $85,369 $306,965 $609,258

$162,068 $81,034 $36,465 $27,398 31.7% 3.9% 14.0% 50.4% 100.0%

2,025.9 hrs. $81,034 $46,607 $35,017

SAY:

$609,300

$609,258

Page 23

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 5 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$391

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$2,349 $0 M&L TOTAL COST

Estimated By: J. Krull

UNIT

$979 $4,000 $1,370 $783 $1,762 $3,327

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$900.00

$900

$1,300.00

13.5417

$96

$1,300

13.5

$2,200.00

$2,200

230700

- Condenser water (cond), 48" diameter

50 LF

$100.00

$5,000

$144.00

1.5000

$96

$7,200

75.0

$244.00

$12,200

230700

- Primary chilled water supply (pchws), 36" diameter

50 LF

$75.00

$3,750

$96.00

1.0000

$96

$4,800

50.0

$171.00

$8,550

230700

- Valving station and exposed valving system (e.g. missing insulation on valves)

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$14,068 $7,034 $3,165 $2,378

146.5 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance

$9,900 on labor only $1,485 $1,116 $12,612 $2,349

$7,034 $4,650 $3,494

23.3% 4.3%

Page 24

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Material Cost $12,501 Total Labor $26,645 Total Cost $54,107

ESTIMATOR CHECK

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 23.1% 49.2% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$54,100

$54,107

Page 25

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$35,962

BID AMOUNT

$1,912,157

ALTERNATES Amount

PROGRAM 5/8/2024 $1,876,196

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,876,196

$78,032

$35,962

$1,611

LOW: HIGH:

$1,434,118 $2,677,020

HVAC

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$32,513 $61,952 $39,016 $26,011 $130,053 $130,053 $13,005 $26,011

$704 /day

017716

Contract Closeout

3.0%

$39,016

012100

FIELD ORDER ALLOWANCE

6.0%

$78,032

CSI NUM

DESCRIPTION:

QUANT

UNIT

M&L TOTAL COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL UNIT COST

MATERIAL UNIT TOTAL PRICE COST

TOTAL COST

TOTAL HRS

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete pier foundation

68 SF

$110.00

$7,480

$315.00

3.9375

$80

$21,420

267.8

$425.00

$28,900

030131

- Concrete slab

921 SF

$110.00

$101,310

$315.00

3.9375

$80

$290,115

3,626.4

$425.00

$391,425

030131

- Concrete wall

4 SF

$110.00

$440

$315.00

3.9375

$80

$1,260

15.8

$425.00

$1,700

83 SF

$45.00

$3,735

$80.00

1.0000

$80

$6,640

83.0

$125.00

$10,375

030131 030131

Concrete scaling (Light - x < 1/4" deep) - Concrete slab

Page 27

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete pier foundation

31 SF

$30.00

$930

$55.00

0.6875

$80

$1,705

21.3

$85.00

$2,635

030131

- Concrete wall

13 SF

$60.00

$780

$98.00

1.2250

$80

$1,274

15.9

$158.00

$2,054

030131

Concrete crack repairs 108 LF

$55.00

$5,940

$125.00

1.5625

$80

$13,500

168.8

$180.00

$19,440

030131 030131

- Wide crack ( x >1/8") Remove efflorescence

030131

- Concrete pier foundation

82 SF

$30.00

$2,460

$55.00

0.6875

$80

$4,510

56.4

$85.00

$6,970

030131

- Concrete slab

189 SF

$30.00

$5,670

$55.00

0.6875

$80

$10,395

129.9

$85.00

$16,065

030131

- Concrete wall

733 SF

$30.00

$21,990

$55.00

0.6875

$80

$40,315

503.9

$85.00

$62,305

030131

Miscellaneous repairs at water damaged areas (assume 10% of 840 SF)

84 SF

$110.00

$9,240

$315.00

3.9375

$80

$26,460

330.8

$425.00

$35,700

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

2 EA

$800.00

$1,600

$1,920.00

24.0000

$80

$3,840

48.0

$2,720.00

$5,440

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

13 SF

$200.00

$2,600

$800.00

10.0000

$80

$10,400

130.0

$1,000.00

$13,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

7 EA

$1,200.00

$8,400

$2,560.00

32.0000

$80

$17,920

224.0

$3,760.00

$26,320

050000

Replace missing bolts

1 EA

$25.00

$25

$160.00

2.0000

$80

$160

2.0

$185.00

$185

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

58 SF

$200.00

$11,600

$800.00

10.0000

$80

$46,400

580.0

$1,000.00

$58,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

6 EA

$1,200.00

$7,200

$2,560.00

32.0000

$80

$15,360

192.0

$3,760.00

$22,560

050000

Reinforcing at bent / damaged flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

Replace backwards steel angle connection

1 LS

$550.00

$550

$1,280.00

16.0000

$80

$1,280

16.0

$1,830.00

$1,830

050000

Replace missing bolts

8 EA

$25.00

$200

$80.00

1.0000

$80

$640

8.0

$105.00

$840

Page 28

CSI NUM

DESCRIPTION:

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

QUANT

UNIT

2 SF

MATERIAL UNIT TOTAL PRICE COST

$200.00

$400

UNIT PRICE

$800.00

MAN HRS PER UNIT

10.0000

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

$1,600

TOTAL HRS

20.0

TOTAL UNIT COST

$1,000.00

M&L TOTAL COST

$2,000

Page 29

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$1,000.00

$1,000

$1,280.00

16.0000

$80

$1,280

16.0

$2,280.00

$2,280

050000

Replace steel sump cover

1 EA

$800.00

$800

$320.00

4.0000

$80

$320

4.0

$1,120.00

$1,120

Remove and replace deteriorated expansion joint material

72 LF

$5.50

$396

$25.00

0.3125

$80

$1,800

22.5

$30.50

$2,196

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$543,594 $271,797 $122,309 $91,895

6,794.9 hrs.

50.0% 15.0% 9.80%

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$214,571 on labor only $32,186 $24,182 $497,631 $78,032 $270,939 $1,029,594 $1,876,196

26.5% 4.2% 14.4% 54.9% 100.0%

$271,797 $154,494 $116,077

SAY:

$1,876,200

$1,876,196

Page 30

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$268

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$1,611 $0 M&L TOTAL COST

Estimated By: J. Krull

UNIT

$671 $1,600 $940 $537 $1,208 $2,282

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230800

MISCELLANEOUS SCOPE ITEMS OTHER THAN INSULATION

230800

Mechanical recommendation item R6 Storm Water Pumps (the two (2) pumps are currently being serviced), furnish spare pumps on premises - section 48

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

1 LS

1 ALLOW

$500.00

$500

$768.00

8.0000

$96

$768

8.0

$1,268.00

$1,268

$15,000.00

$15,000

$3,072.00

32.0000

$96

$3,072

32.0

$18,072.00

$18,072

$3,840 $1,920 $864 $649

40.0 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$15,500 on labor only $2,325 $1,747 $7,506 $1,611 $19,572 $7,273 $35,962

20.9% 4.5% 54.4% 20.2% 100.0%

$1,920 $3,189 $2,396

SAY:

$36,000

Page 31

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

ESTIMATOR CHECK

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

$35,962

Page 32

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,732,717

Mechanical P-1

$166,522

BID AMOUNT

$1,899,239

PREVIOUS (Phase) (date)

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-1

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,732,717

$71,861

$166,522

$7,731

LOW: HIGH:

$1,424,429 $2,658,935

HVAC

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$29,942 $61,952 $35,930 $23,954 $119,768 $119,768 $11,977 $23,954

$704 /day

017716

Contract Closeout

3.0%

$35,930

012100

FIELD ORDER ALLOWANCE

6.0%

$71,861

CSI NUM

DESCRIPTION:

QUANT

M&L TOTAL COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

7 SF

$110.00

$770

$315.00

3.9375

$80

$2,205

27.6

$425.00

$2,975

478 SF

$110.00

$52,580

$315.00

3.9375

$80

$150,570

1,882.1

$425.00

$203,150

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL UNIT COST

MATERIAL UNIT TOTAL PRICE COST

UNIT

TOTAL COST

TOTAL HRS

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete pier foundation

030131

- Concrete slab

030131

- Stairs

1 SF

$110.00

$110

$315.00

3.9375

$80

$315

3.9

$425.00

$425

030131

- Concrete wall

27 SF

$110.00

$2,970

$315.00

3.9375

$80

$8,505

106.3

$425.00

$11,475

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Concrete slab

424 SF

$45.00

$19,080

$80.00

1.0000

$80

$33,920

424.0

$125.00

$53,000

030131

- Concrete wall

82 SF

$45.00

$3,690

$80.00

1.0000

$80

$6,560

82.0

$125.00

$10,250

Page 34

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs

030131

- Wide crack ( x >1/8")

030131

- Fine crack ( 1/32"< x < 1/16")

222 LF

$55.00

$12,210

$125.00

1.5625

$80

$27,750

346.9

$180.00

$39,960

4 LF

$30.00

$120

$95.00

1.1875

$80

$380

4.8

$125.00

$500

030131

Remove efflorescence

030131

- Concrete slab

220 SF

$30.00

$6,600

$55.00

0.6875

$80

$12,100

151.3

$85.00

$18,700

030131

- Concrete wall

159 SF

$30.00

$4,770

$55.00

0.6875

$80

$8,745

109.3

$85.00

$13,515

030131

Repair existing unfinished repair area on concrete wall

29 SF

$60.00

$1,740

$98.00

1.2250

$80

$2,842

35.5

$158.00

$4,582

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

5 EA

$800.00

$4,000

$1,920.00

24.0000

$80

$9,600

120.0

$2,720.00

$13,600

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

62 SF

$200.00

$12,400

$800.00

10.0000

$80

$49,600

620.0

$1,000.00

$62,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

6 EA

$1,200.00

$7,200

$2,560.00

32.0000

$80

$15,360

192.0

$3,760.00

$22,560

050000

Replace missing bolts

1 EA

$25.00

$25

$160.00

2.0000

$80

$160

2.0

$185.00

$185

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

150 SF

$200.00

$30,000

$800.00

10.0000

$80

$120,000

1,500.0

$1,000.00

$150,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

10 EA

$1,200.00

$12,000

$2,560.00

32.0000

$80

$25,600

320.0

$3,760.00

$37,600

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$1,000.00

$1,000

$1,280.00

16.0000

$80

$1,280

16.0

$2,280.00

$2,280

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

6 SF

$200.00

$1,200

$800.00

10.0000

$80

$4,800

60.0

$1,000.00

$6,000

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$1,000.00

$1,000

$1,280.00

16.0000

$80

$1,280

16.0

$2,280.00

$2,280

Page 35

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$192,490 on labor only $28,874 $21,694 $463,175 $71,861 $243,057 $954,624 $1,732,717

26.7% 4.1% 14.0% 55.1% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$504,012 $252,006 $113,403 $85,203

6,300.2 hrs.

M&L TOTAL COST

$10,625

$252,006 $142,276 $106,897

SAY:

$1,732,700

$1,732,717

Page 36

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$1,288

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$7,731 $0 M&L TOTAL COST

Estimated By: J. Krull

$3,221 $1,600 $4,510 $2,577 $5,798 $10,952

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$3,000.00

$3,000

$4,500.00

46.8750

$96

$4,500

46.9

$7,500.00

$7,500

5 LF

$14.90

$75

$19.20

0.2000

$96

1.0

$34.10

$171

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

- CWS & CWR, 8" diameter

230700

- RPWS, 8" diameter

150 LF

$14.90

$2,235

$19.20

0.2000

$96

$2,880

30.0

$34.10

$5,115

230700

- Primary chilled water return (pchwr), 20" diameter

150 LF

$42.00

$6,300

$41.90

0.4365

$96

$6,285

65.5

$83.90

$12,585

230700

- Primary chilled water supply (pchws), 20" diameter

150 LF

$42.00

$6,300

$41.90

0.4365

$96

$6,285

65.5

$83.90

$12,585

230700

- RPWS, 8" diameter - valving station

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

230700

- Primary chilled water return (pchwr), 20" diameter - valving station

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

230700

- Primary chilled water supply (pchws), 20" diameter - valving station

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

Page 37

UNIT

200 LF

$44.63

$8,926

$38.40

0.4000

$96

$7,680

80.0

$83.03

$16,606

230700

- Steam condensate pump discharge (cpd), 8" diameter

200 LF

$24.90

$4,980

$25.63

0.2670

$96

$5,126

53.4

$50.53

$10,106

230700

- Domestic cold water (dcws), 12" diameter

200 LF

$11.20

$2,240

$19.20

0.2000

$96

$3,840

40.0

$30.40

$6,080

230700

- Chilled water (chw), 8" diameter

200 LF

$14.90

$2,980

$19.20

0.2000

$96

$3,840

40.0

$34.10

$6,820

$42,836 $21,418 $9,638 $7,241

446.2 hrs

ESTIMATOR CHECK

$37,786 on labor only $5,668 $4,258 $29,946 $7,731 $47,712 $81,134 $166,522

18.0% 4.6% 28.7% 48.7% 100.0%

TOTAL COST

TOTAL HRS

M&L TOTAL COST

- High pressure steam (hps), 14" diameter

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

MAN HRS PER UNIT

TOTAL UNIT COST

230700

50.0% 15.0% 9.80%

UNIT PRICE

LABOR HRLY WAGE OR UNIT COST

DESCRIPTION:

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

MATERIAL UNIT TOTAL PRICE COST

CSI NUM

$21,418 $15,306 $11,500

SAY:

$166,500

$166,522

Page 38

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,692,525

Mechanical P-1

$351,626

BID AMOUNT

$2,044,151

PREVIOUS (Phase) (date)

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-1

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,692,525

$70,132

$351,626

$15,395

LOW: HIGH:

$1,533,113 $2,861,812

HVAC

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$29,222 $61,952 $35,066 $23,377 $116,887 $116,887 $11,689 $23,377

$704 /day

017716

Contract Closeout

3.0%

$35,066

012100

FIELD ORDER ALLOWANCE

6.0%

$70,132

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$7,150.00

$7,150

$14,300.00

178.7500

$80

$14,300

178.8

$21,450.00

$21,450

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete beams

6 SF

$110.00

$660

$315.00

3.9375

$80

$1,890

23.6

$425.00

$2,550

030131

- Concrete deck underside

37 SF

$125.00

$4,625

$375.00

4.6875

$80

$13,875

173.4

$500.00

$18,500

030131

- Concrete pier foundation

47 SF

$110.00

$5,170

$315.00

3.9375

$80

$14,805

185.1

$425.00

$19,975

030131

- Concrete slab

531 SF

$110.00

$58,410

$315.00

3.9375

$80

$167,265

2,090.8

$425.00

$225,675

030131

- Concrete wall

162 SF

$110.00

$17,820

$315.00

3.9375

$80

$51,030

637.9

$425.00

$68,850

13 SF

$60.00

$780

$118.00

1.4750

$80

$1,534

19.2

$178.00

$2,314

030131 030131

Concrete scaling (Large - x > 1/2" deep) - Concrete deck

Page 40

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

- Concrete slab

3 SF

$60.00

$180

$98.00

1.2250

$80

$294

3.7

$158.00

$474

030131

- Concrete wall

38 SF

$60.00

$2,280

$98.00

1.2250

$80

$3,724

46.6

$158.00

$6,004

030131

Concrete crack repairs 204 LF

$55.00

$11,220

$125.00

1.5625

$80

$25,500

318.8

$180.00

$36,720

030131

- Wide crack ( x >1/8")

030131

Repair existing unfinished repair area on concrete wall

15 SF

$60.00

$900

$98.00

1.2250

$80

$1,470

18.4

$158.00

$2,370

030131

Miscellaneous repairs at water damaged areas (assume 10% of 232 SF)

24 SF

$110.00

$2,640

$315.00

3.9375

$80

$7,560

94.5

$425.00

$10,200

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

5 EA

$800.00

$4,000

$1,920.00

24.0000

$80

$9,600

120.0

$2,720.00

$13,600

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

2 SF

$25.00

$50

$80.00

1.0000

$80

$160

2.0

$105.00

$210

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

15 SF

$200.00

$3,000

$800.00

10.0000

$80

$12,000

150.0

$1,000.00

$15,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

4 EA

$1,200.00

$4,800

$2,560.00

32.0000

$80

$10,240

128.0

$3,760.00

$15,040

050000

Replace damaged / corroded steel angle connection (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

Replace missing bolts

16 EA

$25.00

$400

$160.00

2.0000

$80

$2,560

32.0

$185.00

$2,960

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

145 SF

$200.00

$29,000

$800.00

10.0000

$80

$116,000

1,450.0

$1,000.00

$145,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

10 EA

$1,200.00

$12,000

$2,560.00

32.0000

$80

$25,600

320.0

$3,760.00

$37,600

050000

Replace missing bolts

2 EA

$25.00

$50

$80.00

1.0000

$80

$160

2.0

$105.00

$210

050000

METAL STAIRS

Page 41

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

8 SF

$200.00

$1,600

$800.00

10.0000

$80

$6,400

80.0

$1,000.00

$8,000

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Replace steel sump cover

1 EA

$800.00

$800

$320.00

4.0000

$80

$320

4.0

$1,120.00

$1,120

Page 42

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$180,210 on labor only $27,032 $20,310 $453,523 $70,132 $227,551 $941,318 $1,692,525

26.8% 4.1% 13.4% 55.6% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$496,987 $248,494 $111,822 $84,016

6,212.3 hrs.

M&L TOTAL COST

$10,625

$248,494 $138,854 $104,325

SAY:

$1,692,500

$1,692,525

Page 43

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 29 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$2,566

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$15,395 $0 M&L TOTAL COST

Estimated By: J. Krull

$6,415 $23,200 $8,980 $5,132 $11,546 $21,810

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$5,000.00

$5,000

$7,500.00

78.1250

$96

$7,500

78.1

$12,500.00

$12,500

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

- Primary chilled water return (pchwr), 30" diameter

100 LF

$70.00

$7,000

$89.60

0.9333

$96

$8,960

93.3

$159.60

$15,960

230700

- Primary chilled water return (pchwr), 20" diameter

100 LF

$42.00

$4,200

$41.90

0.4365

$96

$4,190

43.6

$83.90

$8,390

230700

- Valving station valves and branch pipes under 14" HPS line

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

230700

- Primary chilled water return (pchwr), 30" diameter

500 LF

$70.00

$35,000

$89.60

0.9333

$96

$44,800

466.7

$159.60

$79,800

230700

- Primary chilled water return (pchwr), 20" diameter

500 LF

$42.00

$21,000

$41.90

0.4365

$96

$20,950

218.2

$83.90

$41,950

Page 44

CSI NUM

DESCRIPTION: Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

50.0% 15.0% 9.80%

MATERIAL UNIT TOTAL PRICE COST $72,450 on labor only $10,868 $8,165

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$79,648 $15,395 $91,483 $165,101 $351,626

UNIT PRICE

MAN HRS PER UNIT

22.7% 4.4% 26.0% 47.0% 100.0%

LABOR HRLY WAGE OR UNIT COST

TOTAL TOTAL COST HRS $87,168 908.0 hrs $43,584 $19,613 $14,736

TOTAL UNIT COST

SAY:

M&L TOTAL COST $43,584 $30,480 $22,901

$351,600

$351,626

Page 45

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $2,972,261

BID AMOUNT

$2,972,261

PREVIOUS (Phase) (date)

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-1

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$2,972,261

$125,175

LOW: HIGH:

$2,229,196 $4,161,166

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

Revision:

ALBANY COUNTY DIV 1.

CHA CONSULTING INC.

Project No.:

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

CONSTRUCTION REHAB 1

Estimated By: D. Lizak

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 88 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

$52,156 $61,952 $62,587 $41,725 $208,624 $208,624 $20,862 $41,725

$704 /day

017716

Contract Closeout

3.0%

$62,587

012100

FIELD ORDER ALLOWANCE

6.0%

$125,175

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete beams

030131

4 SF

$110.00

$440

$315.00

3.9375

$80

$1,260

15.8

$425.00

$1,700

- Concrete deck underside

356 SF

$125.00

$44,500

$375.00

4.6875

$80

$133,500

1,668.8

$500.00

$178,000

030131

- Concrete pier foundation

5 SF

$110.00

$550

$315.00

3.9375

$80

$1,575

19.7

$425.00

$2,125

030131

- Concrete slab

623 SF

$110.00

$68,530

$315.00

3.9375

$80

$196,245

2,453.1

$425.00

$264,775

030131

- Concrete wall

77 SF

$110.00

$8,470

$315.00

3.9375

$80

$24,255

303.2

$425.00

$32,725

030131

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete pier foundation

3 SF

$60.00

$180

$98.00

1.2250

$80

$294

3.7

$158.00

$474

030131

- Concrete slab

89 SF

$60.00

$5,340

$98.00

1.2250

$80

$8,722

109.0

$158.00

$14,062

030131

Concrete crack repairs

030131

- Wide crack ( x >1/8")

487 LF

$55.00

$26,785

$125.00

1.5625

$80

$60,875

760.9

$180.00

$87,660

030131

- Medium crack (1/16"< x < 1/8")

224 LF

$45.00

$10,080

$115.00

1.4375

$80

$25,760

322.0

$160.00

$35,840

Page 47

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

Remove efflorescence

030131

- Concrete deck

214 SF

$30.00

$6,420

$66.00

0.8250

$80

$14,124

176.6

$96.00

$20,544

030131

- Concrete slab

842 SF

$30.00

$25,260

$55.00

0.6875

$80

$46,310

578.9

$85.00

$71,570

030131

- Concrete wall

339 SF

$30.00

$10,170

$55.00

0.6875

$80

$18,645

233.1

$85.00

$28,815

030131

Remove organic growth from slab on grade

45 SF

$25.00

$1,125

$45.00

0.5625

$80

$2,025

25.3

$70.00

$3,150

030131

Repair existing unfinished repair area on concrete wall

125 SF

$60.00

$7,500

$98.00

1.2250

$80

$12,250

153.1

$158.00

$19,750

030131

Miscellaneous repairs at water damaged areas (assume 10% of 520 SF)

52 SF

$110.00

$5,720

$315.00

3.9375

$80

$16,380

204.8

$425.00

$22,100

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

3 EA

$800.00

$2,400

$1,920.00

24.0000

$80

$5,760

72.0

$2,720.00

$8,160

030131

Deep surface repair at exposed rebar location

5 SF

$175.00

$875

$220.00

2.7500

$80

$1,100

13.8

$395.00

$1,975

Scaffolding

1 LS

$3,125.00

$3,125

$3,125.00

39.0625

$80

$3,125

39.1

$6,250.00

$6,250

2 SF

$25.00

$50

$80.00

1.0000

$80

$160

2.0

$105.00

$210

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

61 SF

$200.00

$12,200

$800.00

10.0000

$80

$48,800

610.0

$1,000.00

$61,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

8 EA

$1,200.00

$9,600

$2,560.00

32.0000

$80

$20,480

256.0

$3,760.00

$30,080

050000

Reinforcing at bent flange (per location)

1 EA

$750.00

$750

$1,920.00

24.0000

$80

$1,920

24.0

$2,670.00

$2,670

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

242 SF

$200.00

$48,400

$800.00

10.0000

$80

$193,600

2,420.0

$1,000.00

$242,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

12 EA

$1,200.00

$14,400

$2,560.00

32.0000

$80

$30,720

384.0

$3,760.00

$45,120

050000

Replace missing bolts

4 EA

$25.00

$100

$80.00

1.0000

$80

$320

4.0

$105.00

$420

Page 48

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

050000

Reinforcing at bent flange (per location)

2 EA

$750.00

$1,500

$1,920.00

24.0000

$80

$3,840

48.0

$2,670.00

$5,340

050000

METAL STAIRS

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$1,000.00

$1,000

$1,280.00

16.0000

$80

$1,280

16.0

$2,280.00

$2,280

Page 49

CSI NUM

050000

DESCRIPTION:

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

50 LF

$3.00

$150

$13.71

0.1714

$80

$686

8.6

$16.71

$836

QUANT

Tunnel ventilation to accommodate welding, painting etc.

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated joint sealant and backer rod

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$328,870 on labor only $49,331 $37,064 $760,844 $125,175 $415,264 $1,670,979 $2,972,261

$882,226 11,027.8 hrs. $441,113 $198,501 $149,140 25.6% 4.2% 14.0% 56.2% 100.0%

SAY:

$441,113 $247,831 $186,204

$2,972,300

$2,972,261

Page 50

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,164,362 $22,508 $234,286

BID AMOUNT

$1,421,156

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$1,164,362 $22,508 $234,286

$540,400 $1,700 $10,345

LOW: HIGH:

$1,065,867 $1,989,618

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 76 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $19,908 $53,504 $23,889 $15,926 $79,631 $79,631 $7,963 $15,926

$704 /day

017716

Contract Closeout

3.0%

$23,889

012100

FIELD ORDER ALLOWANCE

6.0%

$47,779

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck

4 SF

$125.00

$500

$375.00

4.6875

$80

$1,500

18.8

$500.00

$2,000

030131

- Concrete pier foundation

2 SF

$110.00

$220

$315.00

3.9375

$80

$630

7.9

$425.00

$850

030131

- Concrete slab

66 SF

$110.00

$7,260

$315.00

3.9375

$80

$20,790

259.9

$425.00

$28,050

- Concrete wall

26 SF

$110.00

$2,860

$315.00

3.9375

$80

$8,190

102.4

$425.00

$11,050

030131 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete columns

1 SF

$85.00

$85

$275.00

3.4375

$80

$275

3.4

$360.00

$360

030131

- Concrete deck

10 SF

$98.00

$980

$330.00

4.1250

$80

$3,300

41.3

$428.00

$4,280

030131

- Concrete pier foundation

10 SF

$85.00

$850

$275.00

3.4375

$80

$2,750

34.4

$360.00

$3,600

Page 52

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

- Concrete slab

5 SF

$85.00

$425

$275.00

3.4375

$80

$1,375

17.2

$360.00

$1,800

030131

- Concrete wall

45 SF

$85.00

$3,825

$275.00

3.4375

$80

$12,375

154.7

$360.00

$16,200

030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete slab

5 SF

$65.00

$325

$200.00

2.5000

$80

$1,000

12.5

$265.00

$1,325

030131

- Concrete wall

15 SF

$65.00

$975

$200.00

2.5000

$80

$3,000

37.5

$265.00

$3,975

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

22 LF

$30.00

$660

$95.00

1.1875

$80

$2,090

26.1

$125.00

$2,750

030131

- Medium crack (1/16"< x < 1/8")

677 LF

$45.00

$30,465

$115.00

1.4375

$80

$77,855

973.2

$160.00

$108,320

030131

- Wide crack ( x >1/8")

86 LF

$55.00

$4,730

$125.00

1.5625

$80

$10,750

134.4

$180.00

$15,480

28 SF

$45.00

$1,260

$80.00

1.0000

$80

$2,240

28.0

$125.00

$3,500

030131 030131 030131

Concrete scaling (Light - x < 1/4" deep) - Concrete slab Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete slab

42 SF

$50.00

$2,100

$90.00

1.1250

$80

$3,780

47.3

$140.00

$5,880

030131

- Concrete wall

270 SF

$50.00

$13,500

$90.00

1.1250

$80

$24,300

303.8

$140.00

$37,800

- Concrete pier foundation

19 SF

$60.00

$1,140

$98.00

1.2250

$80

$1,862

23.3

$158.00

$3,002

030131

- Concrete slab

5 SF

$60.00

$300

$98.00

1.2250

$80

$490

6.1

$158.00

$790

030131

Remove efflorescence

030131

- Concrete slab

64 SF

$30.00

$1,920

$55.00

0.6875

$80

$3,520

44.0

$85.00

$5,440

- Concrete wall

593 SF

$30.00

$17,790

$55.00

0.6875

$80

$32,615

407.7

$85.00

$50,405

4 EA

$800.00

$3,200

$1,920.00

24.0000

$80

$7,680

96.0

$2,720.00

$10,880

1 SF

$25.00

$25

$80.00

1.0000

$80

1.0

$105.00

$105

2 SF

$150.00

$300

$640.00

8.0000

$80

$1,280

16.0

$790.00

$1,580

030131 030131

Concrete scaling (Large - x > 1/2" deep)

Replace deteriorated grout including associated shoring (avg 5 sf per location)

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

Page 53

CSI NUM

DESCRIPTION:

050000

Reinforcing at bent / damaged flange (per location)

050000

STEEL COLUMNS

050000

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

14 SF

$125.00

$1,750

$480.00

6.0000

$80

$6,720

84.0

$605.00

$8,470

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

15 SF

$150.00

$2,250

$640.00

8.0000

$80

$9,600

120.0

$790.00

$11,850

050000

Remove and replace base plate including temporary shoring

2 EA

$4,500.00

$9,000

$3,200.00

40.0000

$80

$6,400

80.0

$7,700.00

$15,400

050000

Reinforcing at bent flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Remove and replace deteriorated expansion joint material

15 LF

$5.50

$83

$25.00

0.3125

$80

$375

4.7

$30.50

$458

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12%

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$133,303 on labor only $19,995 $40,041 $320,269 $47,779 $193,339 $602,974 $1,164,362

$277,157 $138,579 $62,360 $124,879 27.5% 4.1% 16.6% 51.8% 100.0%

3,464.5 hrs. $138,579 $82,356 $164,920

SAY:

$1,164,400

$1,164,362

Page 54

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

SE-332-E

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $283 $975 $0 $425 $2,125 $2,125 $283

$975 /day

017716

Contract Closeout

3.0%

$425

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$1,700 $0 M&L TOTAL COST

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 26: ELECTRICAL 260000

Receptacle outlet - provide cover and conceal exposed wire

2 EA

$25.00

$50

$262.50

2.5000

$105

$525

5.0

$287.50

$575

260000

Junction box - provide cover and conceal exposed wire

1 EA

$50.00

$50

$420.00

4.0000

$105

$420

4.0

$470.00

$470

260000

Receptacle outlet - remove and replace impact damaged outlet

1 EA

$75.00

$75

$420.00

4.0000

$105

$420

4.0

$495.00

$495

260000

Conceal exposed wire between columns, at walls, and at ceiling level - including required removals

1 ALLOW

$1,000.00

$1,000

$1,680.00

16.0000

$105

$1,680

16.0

$2,680.00

$2,680

Page 55

CSI NUM

260000

DESCRIPTION: Provide replacement hangers at areas of corrosion, missing, or broken supports

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

1 ALLOW

MATERIAL UNIT TOTAL PRICE COST

$875.00

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$875

UNIT PRICE

$2,100.00

MAN HRS PER UNIT

20.0000

$2,050 on labor only $308 $616 $6,642 $1,700 $2,973 $11,193 $22,508

29.5% 7.6% 13.2% 49.7% 100.0%

LABOR HRLY WAGE OR UNIT COST

$105

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$2,100

20.0

$2,975.00

$5,145 $2,573 $1,158 $2,318

49.0 hrs

M&L TOTAL COST

$2,975

$2,573 $1,465 $2,934

SAY:

$22,500

Page 56

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 17 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$1,724

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$10,345 $0 M&L TOTAL COST

Estimated By: J. Krull

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$2,000.00

$2,000

$3,000.00

UNIT

$4,310 $13,600 $6,034 $3,448 $7,758 $14,655

$800 /day

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

31.2500

$96

$3,000

31.3

$5,000.00

$5,000

230700

- Primary chilled water supply (pchws), 36" diameter

10 LF

$75.00

$750

$96.00

1.0000

$96

$960

10.0

$171.00

$1,710

230700

- Pipe, 12" diameter

5 LF

$11.20

$56

$19.20

0.2000

$96

1.0

$30.40

$152

230700

- Condenser water (cond), 48" diameter

20 LF

$100.00

$2,000

$144.00

1.5000

$96

$2,880

30.0

$244.00

$4,880

230700

- Steam condensate pump discharge (cpd), 8" diameter

50 LF

$24.90

$1,245

$25.63

0.2670

$96

$1,282

13.3

$50.53

$2,527

230700

- Primary chilled water supply (pchws), 36" diameter

50 LF

$75.00

$3,750

$96.00

1.0000

$96

$4,800

50.0

$171.00

$8,550

230700

- Condenser water (cond), 48" diameter

50 LF

$100.00

$5,000

$144.00

1.5000

$96

$7,200

75.0

$244.00

$12,200

230700

- Primary chilled water return (pchwr), 14" diameter

130 LF

$25.80

$3,354

$25.63

0.2670

$96

$3,332

34.7

$51.43

$6,686

Page 57

UNIT

10 LF

$44.63

$446

$38.40

0.4000

$96

$384

4.0

$83.03

$830

230700

- Condenser water (cond), 48" diameter

50 LF

$100.00

$5,000

$144.00

1.5000

$96

$7,200

75.0

$244.00

$12,200

230700

- Primary chilled water supply (pchws), 36" diameter

50 LF

$75.00

$3,750

$96.00

1.0000

$96

$4,800

50.0

$171.00

$8,550

230700

- Domestic cold water (dcws), 12" diameter

50 LF

$11.20

$560

$19.20

0.2000

$96

$960

10.0

$30.40

$1,520

230700

- High pressure steam (hps), 14" diameter

50 LF

$44.63

$2,232

$38.40

0.4000

$96

$1,920

20.0

$83.03

$4,152

230700

- Domestic cold water (dcws), 6" diameter

250 LF

$5.90

$1,475

$12.77

0.1330

$96

$3,193

33.3

$18.67

$4,668

230700

- Domestic cold water (dcws), 8" diameter

250 LF

$9.70

$2,425

$15.36

0.1600

$96

$3,840

40.0

$25.06

$6,265

230700

- Chilled water supply and return (chws & chwr), 14" diameter

250 LF

$25.80

$6,450

$25.63

0.2670

$96

$6,408

66.7

$51.43

$12,858

$52,253 $26,127 $11,757 $23,544

544.3 hrs

$40,493 on labor only $6,074 $12,163 $51,530 $10,345 $58,730 $113,681 $234,286

22.0% 4.4% 25.1% 48.5% 100.0%

TOTAL COST

TOTAL HRS

M&L TOTAL COST

- High pressure steam (hps), 14" diameter

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

MAN HRS PER UNIT

TOTAL UNIT COST

230700

50.0% 15.0% 26.12%

UNIT PRICE

LABOR HRLY WAGE OR UNIT COST

DESCRIPTION:

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

MATERIAL UNIT TOTAL PRICE COST

CSI NUM

$26,127 $17,831 $35,707

SAY:

$234,300

Page 58

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $2,414,329 $12,902 $23,507

BID AMOUNT

$2,450,738

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$2,414,329 $12,902 $23,507

$101,541 $942 $989

LOW: HIGH:

$1,838,054 $3,431,033

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 76 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $42,309 $53,504 $50,770 $33,847 $169,235 $169,235 $16,923 $33,847

$704 /day

017716

Contract Closeout

3.0%

$50,770

012100

FIELD ORDER ALLOWANCE

6.0%

$101,541

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete pier foundation

68 SF

$110.00

$7,480

$315.00

3.9375

$80

$21,420

267.8

$425.00

$28,900

030131

- Concrete slab

402 SF

$110.00

$44,220

$315.00

3.9375

$80

$126,630

1,582.9

$425.00

$170,850

030131

- Concrete wall

354 SF

$110.00

$38,940

$315.00

3.9375

$80

$111,510

1,393.9

$425.00

$150,450

030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

28 SF

$98.00

$2,744

$330.00

4.1250

$80

$9,240

115.5

$428.00

$11,984

030131

- Concrete pier foundation

87 SF

$85.00

$7,395

$275.00

3.4375

$80

$23,925

299.1

$360.00

$31,320

030131

- Concrete slab

21 SF

$85.00

$1,785

$275.00

3.4375

$80

$5,775

72.2

$360.00

$7,560

030131

- Concrete wall

60 SF

$85.00

$5,100

$275.00

3.4375

$80

$16,500

206.3

$360.00

$21,600

Page 60

CSI NUM

DESCRIPTION:

030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete pier foundation

030131

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

6 SF

$65.00

$390

$200.00

2.5000

$80

$1,200

15.0

$265.00

$1,590

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

47 LF

$30.00

$1,410

$95.00

1.1875

$80

$4,465

55.8

$125.00

$5,875

030131

- Medium crack (1/16"< x < 1/8")

449 LF

$45.00

$20,205

$115.00

1.4375

$80

$51,635

645.4

$160.00

$71,840

030131

- Wide crack ( x >1/8")

114 LF

$55.00

$6,270

$125.00

1.5625

$80

$14,250

178.1

$180.00

$20,520

5 SF

$58.00

$290

$108.00

1.3500

$80

$540

6.8

$166.00

$830

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete deck

030131

- Concrete pier foundation

10 SF

$50.00

$500

$90.00

1.1250

$80

$900

11.3

$140.00

$1,400

030131

- Concrete slab

123 SF

$50.00

$6,150

$90.00

1.1250

$80

$11,070

138.4

$140.00

$17,220

030131

- Concrete wall

20 SF

$50.00

$1,000

$90.00

1.1250

$80

$1,800

22.5

$140.00

$2,800

146 SF

$60.00

$8,760

$98.00

1.2250

$80

$14,308

178.9

$158.00

$23,068

030131

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete slab

030131

Remove efflorescence

030131

- Concrete deck

133 SF

$35.00

$4,655

$66.00

0.8250

$80

$8,778

109.7

$101.00

$13,433

030131

- Concrete pier foundation

32 SF

$30.00

$960

$55.00

0.6875

$80

$1,760

22.0

$85.00

$2,720

030131

- Concrete wall

1,364 SF

$30.00

$40,920

$55.00

0.6875

$80

$75,020

937.8

$85.00

$115,940

030131

Miscellaneous repairs at water damaged areas (assume 10% of 20 SF)

2 SF

$110.00

$220

$315.00

3.9375

$80

$630

7.9

$425.00

$850

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

4 EA

$800.00

$3,200

$1,920.00

24.0000

$80

$7,680

96.0

$2,720.00

$10,880

DIVISION 5: METALS STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

14 SF

$125.00

$1,750

$480.00

6.0000

$80

$6,720

84.0

$605.00

$8,470

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

8 SF

$150.00

$1,200

$640.00

8.0000

$80

$5,120

64.0

$790.00

$6,320

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

5 SF

$125.00

$625

$480.00

6.0000

$80

$2,400

30.0

$605.00

$3,025

Page 61

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

36 SF

$150.00

$5,400

$640.00

8.0000

$80

$23,040

288.0

$790.00

$28,440

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

50 SF

$200.00

$10,000

$800.00

10.0000

$80

$40,000

500.0

$1,000.00

$50,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

1 EA

$1,200.00

$1,200

$2,560.00

32.0000

$80

$2,560

32.0

$3,760.00

$3,760

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$614,091 $307,046 $138,170 $276,691

7,676.1 hrs.

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$245,694 on labor only $36,854 $73,802 $620,440 $101,541 $356,350 $1,335,998 $2,414,329

25.7% 4.2% 14.8% 55.3% 100.0%

$307,046 $175,025 $350,493

SAY:

$2,414,300

$2,414,329

Page 62

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $157 $975 $0 $235 $1,177 $1,177 $157

$975 /day

017716

Contract Closeout

3.0%

$235

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$942 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Junction box - remove and replace due to general damage / rust

1 EA

$125.00

$125

$840.00

8.0000

$105

$840

8.0

$965.00

$965

Page 63

CSI NUM

260000

DESCRIPTION: Provide replacement hangers at areas of corrosion, missing, or broken supports

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

1 ALLOW

MATERIAL UNIT TOTAL PRICE COST

$875.00

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$875

UNIT PRICE

$2,100.00

MAN HRS PER UNIT

20.0000

$1,000 on labor only $150 $300 $4,114 $942 $1,450 $6,396 $12,902

31.9% 7.3% 11.2% 49.6% 100.0%

LABOR HRLY WAGE OR UNIT COST

$105

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$2,100

20.0

$2,975.00

$2,940 $1,470 $662 $1,325

28.0 hrs

M&L TOTAL COST

$2,975

$1,470 $812 $1,625

SAY:

$12,900

Page 64

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 3 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$165

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$989 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$412 $2,400 $577 $330 $742 $1,402

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700 230700

1 LS

$360.00

$360

$450.00

4.6875

$96

$450

4.7

$810.00

$810

- Domestic cold water (dcws), 12" diameter

100 LF

$11.20

$1,120

$19.20

0.2000

$96

$1,920

20.0

$30.40

$3,040

- Steam condensate pump discharge (cpd), 8" diameter

100 LF

$24.90

$2,490

$25.63

0.2670

$96

$2,563

26.7

$50.53

$5,053

$4,933 $2,467 $1,110 $2,223

51.4 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor

$3,970 on labor only $596 $1,193 $6,028 $989 $5,758 $10,732

$2,467 $1,705 $3,415

25.6% 4.2% 24.5% 45.7%

Page 65

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Total Cost $23,507

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST SAY:

M&L TOTAL COST $23,500

Page 66

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,240,120 $4,855 $17,993

BID AMOUNT

$1,262,968

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$1,240,120 $4,855 $17,993

$51,037 $306 $768

LOW: HIGH:

$947,226 $1,768,155

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $21,266 $53,504 $25,519 $17,012 $85,062 $85,062 $8,506 $17,012

$704 /day

017716

Contract Closeout

3.0%

$25,519

012100

FIELD ORDER ALLOWANCE

6.0%

$51,037

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck

44 SF

$125.00

$5,500

$375.00

4.6875

$80

$16,500

206.3

$500.00

$22,000

030131

- Concrete pier foundation

17 SF

$110.00

$1,870

$315.00

3.9375

$80

$5,355

66.9

$425.00

$7,225

030131

- Concrete slab

58 SF

$110.00

$6,380

$315.00

3.9375

$80

$18,270

228.4

$425.00

$24,650

- Concrete wall

33 SF

$110.00

$3,630

$315.00

3.9375

$80

$10,395

129.9

$425.00

$14,025

030131 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete pier foundation

6 SF

$85.00

$510

$275.00

3.4375

$80

$1,650

20.6

$360.00

$2,160

030131

- Concrete slab

24 SF

$85.00

$2,040

$275.00

3.4375

$80

$6,600

82.5

$360.00

$8,640

030131

- Concrete wall

51 SF

$85.00

$4,335

$275.00

3.4375

$80

$14,025

175.3

$360.00

$18,360

Page 68

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete deck

30 SF

$75.00

$2,250

$240.00

3.0000

$80

$7,200

90.0

$315.00

$9,450

030131

- Concrete slab

15 SF

$65.00

$975

$200.00

2.5000

$80

$3,000

37.5

$265.00

$3,975

030131

- Concrete wall

4 SF

$65.00

$260

$200.00

2.5000

$80

$800

10.0

$265.00

$1,060

030131

Concrete crack repairs

030131

- Medium crack (1/16"< x < 1/8")

570 LF

$45.00

$25,650

$115.00

1.4375

$80

$65,550

819.4

$160.00

$91,200

030131

- Wide crack ( x >1/8")

90 LF

$55.00

$4,950

$125.00

1.5625

$80

$11,250

140.6

$180.00

$16,200

50 SF

$45.00

$2,250

$80.00

1.0000

$80

$4,000

50.0

$125.00

$6,250

030131 030131 030131

Concrete scaling (Light - x < 1/4" deep) - Concrete columns Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete beams

10 SF

$50.00

$500

$90.00

1.1250

$80

$900

11.3

$140.00

$1,400

030131

- Concrete pier foundation

3 SF

$50.00

$150

$90.00

1.1250

$80

$270

3.4

$140.00

$420

030131

- Concrete slab

100 SF

$50.00

$5,000

$90.00

1.1250

$80

$9,000

112.5

$140.00

$14,000

030131

- Concrete wall

92 SF

$50.00

$4,600

$90.00

1.1250

$80

$8,280

103.5

$140.00

$12,880

1 SF

$60.00

$60

$98.00

1.2250

$80

$98

1.2

$158.00

$158

150 SF

$60.00

$9,000

$98.00

1.2250

$80

$14,700

183.8

$158.00

$23,700

030131

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete pier foundation

030131

- Concrete slab

030131

Remove efflorescence

030131

- Concrete deck

323 SF

$35.00

$11,305

$66.00

0.8250

$80

$21,318

266.5

$101.00

$32,623

- Concrete wall

391 SF

$30.00

$11,730

$55.00

0.6875

$80

$21,505

268.8

$85.00

$33,235

5 EA

$800.00

$4,000

$1,920.00

24.0000

$80

$9,600

120.0

$2,720.00

$13,600

030131 030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

DIVISION 5: METALS STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

2 SF

$125.00

$250

$480.00

6.0000

$80

$960

12.0

$605.00

$1,210

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

2 SF

$150.00

$300

$640.00

8.0000

$80

$1,280

16.0

$790.00

$1,580

Page 69

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

6 SF

$125.00

$750

$480.00

6.0000

$80

$2,880

36.0

$605.00

$3,630

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

31 SF

$150.00

$4,650

$640.00

8.0000

$80

$19,840

248.0

$790.00

$24,490

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$300,441 $150,221 $67,599 $135,370

3,755.5 hrs.

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$135,820 on labor only $20,373 $40,798 $338,462 $51,037 $196,991 $653,630 $1,240,120

27.3% 4.1% 15.9% 52.7% 100.0%

$150,221 $87,972 $176,167

SAY:

$1,240,100

$1,240,120

Page 70

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

SE-332-E

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $51 $975 $0 $77 $383 $383 $51

$975 /day

017716

Contract Closeout

3.0%

$77

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$306 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL

260000

Conceal exposed wire between columns, at walls, and at ceiling level - including required removals

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

1 ALLOW

$500.00

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$500

$840.00

8.0000

$500 on labor only $75 $150 $1,996 $306 $725 $1,827 $4,855

41.1% 6.3% 14.9% 37.6% 100.0%

$105

$840

8.0

$1,340.00

$840 $420 $189 $378

8.0 hrs

$1,340

$420 $264 $529

SAY:

$4,900

Page 71

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$128

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$768 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$320 $1,600 $448 $256 $576 $1,089

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$265.00

$265

$360.00

3.7500

$96

$360

3.8

$625.00

$625

230700

- Condenser water (cond), 48" diameter

15 LF

$100.00

$1,500

$144.00

1.5000

$96

$2,160

22.5

$244.00

$3,660

230700

- Primary chilled water supply (pchws), 36" diameter

15 LF

$75.00

$1,125

$96.00

1.0000

$96

$1,440

15.0

$171.00

$2,565

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$3,960 $1,980 $891 $1,784

41.3 hrs

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor

$2,890 on labor only $434 $868 $4,418 $768 $4,192 $8,615

$1,980 $1,325 $2,652

24.6% 4.3% 23.3% 47.9%

Page 72

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Total Cost $17,993

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST SAY:

M&L TOTAL COST $18,000

Page 73

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,516,494 $8,818 $133,058

BID AMOUNT

$1,658,371

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$1,516,494 $8,818 $133,058

$62,924 $619 $5,862

LOW: HIGH:

$1,243,778 $2,321,719

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

SE-332-C

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $26,218 $53,504 $31,462 $20,975 $104,874 $104,874 $10,487 $20,975

$704 /day

017716

Contract Closeout

3.0%

$31,462

012100

FIELD ORDER ALLOWANCE

6.0%

$62,924

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck underside

10 SF

$125.00

$1,250

$375.00

4.6875

$80

$3,750

46.9

$500.00

$5,000

030131

- Concrete slab

32 SF

$110.00

$3,520

$315.00

3.9375

$80

$10,080

126.0

$425.00

$13,600

030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete pier foundation

8 SF

$85.00

$680

$275.00

3.4375

$80

$2,200

27.5

$360.00

$2,880

030131

- Concrete slab

49 SF

$85.00

$4,165

$275.00

3.4375

$80

$13,475

168.4

$360.00

$17,640

030131

- Stairs

2 SF

$85.00

$170

$275.00

3.4375

$80

$550

6.9

$360.00

$720

030131

- Concrete wall

59 SF

$85.00

$5,015

$275.00

3.4375

$80

$16,225

202.8

$360.00

$21,240

030131

Concrete crack repairs

Page 75

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

- Medium crack (1/16"< x < 1/8")

961 LF

$45.00

$43,245

$115.00

1.4375

$80

$110,515

1,381.4

$160.00

$153,760

030131

- Wide crack ( x >1/8")

30 LF

$55.00

$1,650

$125.00

1.5625

$80

$3,750

46.9

$180.00

$5,400

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete beams

7 SF

$50.00

$350

$90.00

1.1250

$80

$630

7.9

$140.00

$980

030131

- Concrete columns

7 SF

$50.00

$350

$90.00

1.1250

$80

$630

7.9

$140.00

$980

030131

- Concrete deck

5 SF

$58.00

$290

$108.00

1.3500

$80

$540

6.8

$166.00

$830

030131

- Concrete slab

20 SF

$50.00

$1,000

$90.00

1.1250

$80

$1,800

22.5

$140.00

$2,800

030131

- Stair

5 SF

$50.00

$250

$90.00

1.1250

$80

$450

5.6

$140.00

$700

030131

- Concrete wall

16 SF

$50.00

$800

$90.00

1.1250

$80

$1,440

18.0

$140.00

$2,240

3 SF

$60.00

$180

$98.00

1.2250

$80

$294

3.7

$158.00

$474

121 SF

$35.00

$4,235

$66.00

0.8250

$80

$7,986

99.8

$101.00

$12,221

030131

Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete wall

030131

Remove efflorescence

030131

- Concrete deck

030131

- Concrete pier foundation

2 SF

$30.00

$60

$55.00

0.6875

$80

$110

1.4

$85.00

$170

030131

- Concrete slab

64 SF

$30.00

$1,920

$55.00

0.6875

$80

$3,520

44.0

$85.00

$5,440

- Concrete wall

030131

1,120 SF

$30.00

$33,600

$55.00

0.6875

$80

$61,600

770.0

$85.00

$95,200

030131

Miscellaneous repairs at water damaged areas (assume 10% of 10 SF)

1 SF

$110.00

$110

$315.00

3.9375

$80

$315

3.9

$425.00

$425

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

4 EA

$800.00

$3,200

$1,920.00

24.0000

$80

$7,680

96.0

$2,720.00

$10,880

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

5 SF

$150.00

$750

$640.00

8.0000

$80

$3,200

40.0

$790.00

$3,950

050000

Reinforcing at bent / damaged flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

8 SF

$125.00

$1,000

$480.00

6.0000

$80

$3,840

48.0

$605.00

$4,840

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

48 SF

$150.00

$7,200

$640.00

8.0000

$80

$30,720

384.0

$790.00

$37,920

DIVISION 5: METALS STEEL BEAMS

Page 76

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

050000

Reinforcing at bent flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

70 SF

$200.00

$14,000

$800.00

10.0000

$80

$56,000

700.0

$1,000.00

$70,000

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$450.00

$450

$800.00

10.0000

$80

$800

10.0

$1,250.00

$1,250

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Remove and replace deteriorated expansion joint material

27 LF

$5.50

$149

$25.00

0.3125

$80

$675

8.4

$30.50

$824

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12%

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$158,614 on labor only $23,792 $47,644 $404,831 $62,924 $230,050 $818,689 $1,516,494

$376,310 $188,155 $84,670 $169,554 26.7% 4.1% 15.2% 54.0% 100.0%

4,703.9 hrs. $188,155 $108,462 $217,198

SAY:

$1,516,500

$1,516,494

Page 77

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $103 $975 $0 $155 $774 $774 $103

$975 /day

017716

Contract Closeout

3.0%

$155

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$619 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Receptacle outlet - provide cover and conceal exposed wire

2 EA

$25.00

$50

$262.50

2.5000

$105

$525

5.0

$287.50

$575

260000

Junction box - provide cover and conceal exposed wire

3 EA

$50.00

$150

$420.00

4.0000

$105

$1,260

12.0

$470.00

$1,410

260000

High voltage junction box - secure / replace cover

1 EA

$50.00

$50

$420.00

4.0000

$105

$420

4.0

$470.00

$470

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$2,205 $1,103 $496 $994

21.0 hrs

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$250 on labor only $38 $75 $3,039 $619 $363 $4,797 $8,818

34.5% 7.0% 4.1% 54.4% 100.0%

$1,103 $534 $1,069

SAY:

$8,800

Page 78

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 10 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$977

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$5,862 $0 M&L TOTAL COST

Estimated By: J. Krull

$2,443 $8,000 $3,420 $1,954 $4,397 $8,305

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$1,500.00

$1,500

$2,000.00

20.8333

$96

$2,000

20.8

$3,500.00

$3,500

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

- High pressure steam (hps), 14" diameter

100 LF

$44.63

$4,463

$38.40

0.4000

$96

$3,840

40.0

$83.03

$8,303

230700

- Steam condensate pump discharge (cpd), 8" diameter

100 LF

$24.90

$2,490

$25.63

0.2670

$96

$2,563

26.7

$50.53

$5,053

230700

- Domestic cold water (dcws), 6" diameter

100 LF

$5.90

$590

$12.77

0.1330

$96

$1,277

13.3

$18.67

$1,867

230700

- Chilled water supply (chws), 36" diameter

100 LF

$75.00

$7,500

$96.00

1.0000

$96

$9,600

100.0

$171.00

$17,100

230700

- Chilled water return (chwr), 36" diameter

100 LF

$75.00

$7,500

$96.00

1.0000

$96

$9,600

100.0

$171.00

$17,100

$28,880

300.8 hrs

Subtotals

$24,043

Page 79

CSI NUM

DESCRIPTION: LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

50.0% 15.0% 26.12%

MATERIAL UNIT TOTAL PRICE COST on labor only $3,606 $7,222

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$29,494 $5,862 $34,871 $62,830 $133,058

UNIT PRICE

MAN HRS PER UNIT

22.2% 4.4% 26.2% 47.2% 100.0%

LABOR HRLY WAGE OR UNIT COST

TOTAL TOTAL COST HRS $14,440 $6,498 $13,012

TOTAL UNIT COST

SAY:

M&L TOTAL COST $14,440 $10,104 $20,234

$133,100

Page 80

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,254,031 $9,352 $14,126

BID AMOUNT

$1,277,510

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$1,254,031 $9,352 $14,126

$51,636 $1,700 -$587

LOW: HIGH:

$958,132 $1,788,513

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $21,515 $53,504 $25,818 $17,212 $86,059 $86,059 $8,606 $17,212

$704 /day

017716

Contract Closeout

3.0%

$25,818

012100

FIELD ORDER ALLOWANCE

6.0%

$51,636

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

1 SF

$98.00

$98

$330.00

4.1250

$80

$330

4.1

$428.00

$428

030131

- Concrete slab

6 SF

$85.00

$510

$275.00

3.4375

$80

$1,650

20.6

$360.00

$2,160

030131

- Concrete wall

3 SF

$85.00

$255

$275.00

3.4375

$80

$825

10.3

$360.00

$1,080

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

15 LF

$30.00

$450

$95.00

1.1875

$80

$1,425

17.8

$125.00

$1,875

030131

- Medium crack (1/16"< x < 1/8")

825 LF

$45.00

$37,125

$115.00

1.4375

$80

$94,875

1,185.9

$160.00

$132,000

030131

- Wide crack ( x >1/8")

9 LF

$55.00

$495

$125.00

1.5625

$80

$1,125

14.1

$180.00

$1,620

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

Page 82

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

030131

- Concrete beams

5 SF

$50.00

$250

$90.00

1.1250

$80

$450

5.6

$140.00

$700

030131

- Concrete columns

15 SF

$50.00

$750

$90.00

1.1250

$80

$1,350

16.9

$140.00

$2,100

030131

- Concrete deck

22 SF

$58.00

$1,276

$108.00

1.3500

$80

$2,376

29.7

$166.00

$3,652

030131

- Concrete pier foundation

58 SF

$50.00

$2,900

$90.00

1.1250

$80

$5,220

65.3

$140.00

$8,120

030131

- Concrete slab

7 SF

$50.00

$350

$90.00

1.1250

$80

$630

7.9

$140.00

$980

030131

- Concrete wall

15 SF

$50.00

$750

$90.00

1.1250

$80

$1,350

16.9

$140.00

$2,100

030131

Remove efflorescence

030131

- Concrete deck

421 SF

$35.00

$14,735

$66.00

0.8250

$80

$27,786

347.3

$101.00

$42,521

030131

- Concrete slab

352 SF

$30.00

$10,560

$55.00

0.6875

$80

$19,360

242.0

$85.00

$29,920

030131

- Concrete wall

1,196 SF

$30.00

$35,880

$55.00

0.6875

$80

$65,780

822.3

$85.00

$101,660

43 SF

$110.00

$4,730

$315.00

3.9375

$80

$13,545

169.3

$425.00

$18,275

18 SF

$150.00

$2,700

$640.00

8.0000

$80

$11,520

144.0

$790.00

$14,220

030131

Miscellaneous repairs at water damaged areas (assume 10% of 425 SF)

DIVISION 5: METALS STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

40 SF

$150.00

$6,000

$640.00

8.0000

$80

$25,600

320.0

$790.00

$31,600

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$300,412 $150,206 $67,593 $135,357

3,755.2 hrs.

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$142,739 on labor only $21,411 $42,876 $341,803 $51,636 $207,026 $653,567 $1,254,031

27.3% 4.1% 16.5% 52.1% 100.0%

$150,206 $89,004 $178,233

SAY:

$1,254,000

$1,254,031

Page 83

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $110 $975 $0 $165 $827 $827 $110

$975 /day

017716

Contract Closeout

3.0%

$165

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$661 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Junction box - provide cover and conceal exposed wire

3 EA

$50.00

$150

$420.00

4.0000

$105

$1,260

12.0

$470.00

$1,410

260000

Conceal exposed wire between columns, at walls, and at ceiling level - including required removals

1 ALLOW

$500.00

$500

$840.00

8.0000

$105

$840

8.0

$1,340.00

$1,340

$2,100 $1,050 $473 $946

20.0 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$650 on labor only $98 $195 $3,180 $661 $943 $4,569 $9,352

34.0% 7.1% 10.1% 48.9% 100.0%

$1,050 $570 $1,141

SAY:

$9,400

Page 84

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$98

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$587 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$245 $1,600 $342 $196 $440 $832

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$210.00

$210

$270.00

2.8125

$96

$270

2.8

$480.00

$480

230700

- Primary chilled water supply (pchws), 30" diameter

10 LF

$70.00

$700

$89.60

0.9333

$96

$896

9.3

$159.60

$1,596

230700

- Primary chilled water return (pchwr), 30" diameter

20 LF

$70.00

$1,400

$89.60

0.9333

$96

$1,792

18.7

$159.60

$3,192

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$2,958 $1,479 $666 $1,333

30.8 hrs

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor

$2,310 on labor only $347 $694 $3,753 $587 $3,350 $6,435

$1,479 $1,012 $2,027

26.6% 4.2% 23.7% 45.6%

Page 85

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Total Cost $14,126

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST SAY:

M&L TOTAL COST $14,100

Page 86

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,480,118 $8,336

BID AMOUNT

$1,488,453

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical

$1,480,118 $8,336

$61,360 $581

LOW: HIGH:

$1,116,340 $2,083,835

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

SE-332-C

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $25,567 $53,504 $30,680 $20,453 $102,266 $102,266 $10,227 $20,453

$704 /day

017716

Contract Closeout

3.0%

$30,680

012100

FIELD ORDER ALLOWANCE

6.0%

$61,360

CSI NUM

DESCRIPTION:

QUANT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

4 SF

$110.00

$440

$315.00

3.9375

$80

$1,260

15.8

$425.00

$1,700

- Concrete deck

1 SF

$98.00

$98

$330.00

4.1250

$80

$330

4.1

$428.00

$428

- Concrete wall

15 SF

$85.00

$1,275

$275.00

3.4375

$80

$4,125

51.6

$360.00

$5,400

16 SF

$65.00

$1,040

$200.00

2.5000

$80

$3,200

40.0

$265.00

$4,240

1,051 LF

$45.00

$47,295

$115.00

1.4375

$80

$120,865

1,510.8

$160.00

$168,160

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131 030131 030131 030131 030131 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth) - Concrete slab Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete wall

030131

Concrete crack repairs

030131

- Medium crack (1/16"< x < 1/8")

Page 88

CSI NUM 030131 030131 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete scaling (Light - x < 1/4" deep) - Concrete wall

174 SF

$45.00

$7,830

$80.00

1.0000

$80

$13,920

174.0

$125.00

$21,750

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete columns

10 SF

$50.00

$500

$90.00

1.1250

$80

$900

11.3

$140.00

$1,400

030131

- Concrete deck

39 SF

$58.00

$2,262

$108.00

1.3500

$80

$4,212

52.7

$166.00

$6,474

030131

- Concrete pier foundation

7 SF

$50.00

$350

$90.00

1.1250

$80

$630

7.9

$140.00

$980

030131

- Concrete slab

9 SF

$50.00

$450

$90.00

1.1250

$80

$810

10.1

$140.00

$1,260

030131

- Concrete wall

78 SF

$50.00

$3,900

$90.00

1.1250

$80

$7,020

87.8

$140.00

$10,920

030131

Remove efflorescence

030131

- Concrete deck

151 SF

$35.00

$5,285

$66.00

0.8250

$80

$9,966

124.6

$101.00

$15,251

030131

- Concrete pier foundation

12 SF

$30.00

$360

$55.00

0.6875

$80

$660

8.3

$85.00

$1,020

030131

- Concrete slab

407 SF

$30.00

$12,210

$55.00

0.6875

$80

$22,385

279.8

$85.00

$34,595

030131

- Concrete wall

1,299 SF

$30.00

$38,970

$55.00

0.6875

$80

$71,445

893.1

$85.00

$110,415

19 SF

$25.00

$475

$80.00

1.0000

$80

$1,520

19.0

$105.00

$1,995

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

40 SF

$150.00

$6,000

$640.00

8.0000

$80

$25,600

320.0

$790.00

$31,600

050000

Reinforcing at bent / damaged flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

48 SF

$150.00

$7,200

$640.00

8.0000

$80

$30,720

384.0

$790.00

$37,920

050000

Replace missing bolts

4 EA

$25.00

$100

$80.00

1.0000

$80

$320

4.0

$105.00

$420

14 SF

$200.00

$2,800

$800.00

10.0000

$80

$11,200

140.0

$1,000.00

$14,000

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS STEEL BEAMS

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

Page 89

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$450.00

$450

$800.00

10.0000

$80

$800

10.0

$1,250.00

$1,250

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

050000

Reattach loose toe guard

1 LS

$175.00

$175

$320.00

4.0000

$80

$320

4.0

$495.00

$495

Remove and replace deteriorated expansion joint material

45 LF

$5.50

$248

$25.00

0.3125

$80

$1,125

14.1

$30.50

$1,373

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$361,108 $180,554 $81,249 $162,704

4,513.9 hrs.

50.0% 15.0% 26.12%

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$163,438 on labor only $24,516 $49,093 $396,096 $61,360 $237,046 $785,616 $1,480,118

26.8% 4.1% 16.0% 53.1% 100.0%

$180,554 $105,765 $211,798

SAY:

$1,480,100

$1,480,118

Page 90

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $97 $975 $0 $145 $726 $726 $97

$975 /day

017716

Contract Closeout

3.0%

$145

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$581 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Receptacle outlet - provide cover and conceal exposed wire

1 EA

$25.00

$25

$262.50

2.5000

$105

$263

2.5

$287.50

$288

260000

Junction box - provide cover and conceal exposed wire

3 EA

$50.00

$150

$420.00

4.0000

$105

$1,260

12.0

$470.00

$1,410

260000

Conceal exposed wire between columns, at walls, and at ceiling level - including required removals

1 ALLOW

$250.00

$250

$420.00

4.0000

$105

$420

4.0

$670.00

$670

$1,943 $971 $437 $875

18.5 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$425 on labor only $64 $128 $2,912 $581 $616 $4,226 $8,336

34.9% 7.0% 7.4% 50.7% 100.0%

$971 $501 $1,003

SAY:

$8,300

Page 91

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,694,362 $5,472 $608,880

BID AMOUNT

$2,308,714

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$1,694,362 $5,472 $608,880

$70,575 $355 $28,466

LOW: HIGH:

$1,731,536 $3,232,200

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $29,406 $53,504 $35,287 $23,525 $117,624 $117,624 $11,762 $23,525

$704 /day

017716

Contract Closeout

3.0%

$35,287

012100

FIELD ORDER ALLOWANCE

6.0%

$70,575

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$16,675.00

$16,675

$20,840.00

260.5000

$80

$20,840

260.5

$37,515.00

$37,515

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete beams

1 SF

$85.00

$85

$275.00

3.4375

$80

$275

3.4

$360.00

$360

030131

- Concrete columns

1 SF

$85.00

$85

$275.00

3.4375

$80

$275

3.4

$360.00

$360

030131

- Concrete deck

7 SF

$98.00

$686

$330.00

4.1250

$80

$2,310

28.9

$428.00

$2,996

030131

- Concrete pier foundation

2 SF

$85.00

$170

$275.00

3.4375

$80

$550

6.9

$360.00

$720

030131

- Concrete slab

14 SF

$85.00

$1,190

$275.00

3.4375

$80

$3,850

48.1

$360.00

$5,040

030131

- Concrete wall

15 SF

$85.00

$1,275

$275.00

3.4375

$80

$4,125

51.6

$360.00

$5,400

030131

Concrete crack repairs 1,791 LF

$45.00

$80,595

$115.00

1.4375

$80

$205,965

2,574.6

$160.00

$286,560

030131

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

Page 93

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

- Concrete deck

86 SF

$52.00

$4,472

$96.00

1.2000

$80

$8,256

103.2

$148.00

$12,728

030131

- Concrete slab

1 SF

$45.00

$45

$80.00

1.0000

$80

1.0

$125.00

$125

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete beams

21 SF

$50.00

$1,050

$90.00

1.1250

$80

$1,890

23.6

$140.00

$2,940

030131

- Concrete deck

41 SF

$58.00

$2,378

$108.00

1.3500

$80

$4,428

55.4

$166.00

$6,806

030131

- Concrete pier foundation

31 SF

$50.00

$1,550

$90.00

1.1250

$80

$2,790

34.9

$140.00

$4,340

030131

- Concrete slab

5 SF

$50.00

$250

$90.00

1.1250

$80

$450

5.6

$140.00

$700

030131

- Concrete wall

6 SF

$50.00

$300

$90.00

1.1250

$80

$540

6.8

$140.00

$840

030131

Remove efflorescence

030131

- Concrete deck

148 SF

$35.00

$5,180

$66.00

0.8250

$80

$9,768

122.1

$101.00

$14,948

030131

- Concrete pier foundation

32 SF

$30.00

$960

$55.00

0.6875

$80

$1,760

22.0

$85.00

$2,720

030131

- Concrete slab

738 SF

$30.00

$22,140

$55.00

0.6875

$80

$40,590

507.4

$85.00

$62,730

030131

- Concrete wall

621 SF

$30.00

$18,630

$55.00

0.6875

$80

$34,155

426.9

$85.00

$52,785

3 EA

$800.00

$2,400

$1,920.00

24.0000

$80

$5,760

72.0

$2,720.00

$8,160

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

DIVISION 5: METALS STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

8 SF

$125.00

$1,000

$480.00

6.0000

$80

$3,840

48.0

$605.00

$4,840

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

37 SF

$150.00

$5,550

$640.00

8.0000

$80

$23,680

296.0

$790.00

$29,230

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

1 SF

$200.00

$200

$800.00

10.0000

$80

$800

10.0

$1,000.00

$1,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

1 EA

$1,200.00

$1,200

$2,560.00

32.0000

$80

$2,560

32.0

$3,760.00

$3,760

050000

Replace missing bolts

1 EA

$25.00

$25

$160.00

2.0000

$80

$160

2.0

$185.00

$185

050000

Reinforcing at bent / damaged flange (per location)

3 EA

$800.00

$2,400

$2,560.00

32.0000

$80

$7,680

96.0

$3,360.00

$10,080

42 SF

$150.00

$6,300

$640.00

8.0000

$80

$26,880

336.0

$790.00

$33,180

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

Page 94

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$183,041 on labor only $27,456 $54,982 $447,545 $70,575 $265,479 $910,763 $1,694,362

26.4% 4.2% 15.7% 53.8% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$418,632 $209,316 $94,192 $188,623

5,232.9 hrs.

M&L TOTAL COST

$10,625

$209,316 $121,648 $243,605

SAY:

$1,694,400

$1,694,362

Page 95

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $59 $975 $0 $89 $444 $444 $59

$975 /day

017716

Contract Closeout

3.0%

$89

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$355 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Junction box - provide cover and conceal exposed wire

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

3 EA

$50.00

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$150

$420.00

4.0000

$150 on labor only $23 $45 $2,159 $355 $218 $2,741 $5,472

39.4% 6.5% 4.0% 50.1% 100.0%

$105

$1,260

12.0

$470.00

$1,260 $630 $284 $568

12.0 hrs

$1,410

$630 $306 $613

SAY:

$5,500

Page 96

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

SE-332-H

Project No.:

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

ALBANY, NEW YORK

Revision:

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$4,744

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$28,466 $0 M&L TOTAL COST

Estimated By: J. Krull

$11,861 $1,600 $16,605 $9,489 $21,350 $40,327

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

1 LS

$8,000.00

$8,000

$12,000.00

125.0000

$96

$12,000

125.0

$20,000.00

$20,000

UNIT

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

- High pressure steam (hps), 14" diameter

500 LF

$44.63

$22,315

$38.40

0.4000

$96

$19,200

200.0

$83.03

$41,515

230700

- Steam condensate pump discharge (cpd), 8" diameter

500 LF

$24.90

$12,450

$25.63

0.2670

$96

$12,815

133.5

$50.53

$25,265

230700

- Domestic cold water (dcws), 12" diameter

500 LF

$11.20

$5,600

$19.20

0.2000

$96

$9,600

100.0

$30.40

$15,200

230700

- Chilled water supply (chws), 8" diameter

500 LF

$14.90

$7,450

$19.20

0.2000

$96

$9,600

100.0

$34.10

$17,050

230700

- Chilled water return (chwr), 8" diameter

500 LF

$14.90

$7,450

$19.20

0.2000

$96

$9,600

100.0

$34.10

$17,050

230700

- Primary chilled water return (pchwr), 30" diameter

500 LF

$70.00

$35,000

$89.60

0.9333

$96

$44,800

466.7

$159.60

$79,800

Page 97

CSI NUM

230700

DESCRIPTION:

QUANT

UNIT

- Primary chilled water return (pchwr), 20" diameter

500 LF

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 26.12%

MATERIAL UNIT TOTAL PRICE COST

$42.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$21,000

UNIT PRICE

$41.90

MAN HRS PER UNIT

0.4365

$119,265 on labor only $17,890 $35,825 $105,976 $28,466 $172,980 $301,458 $608,880

17.4% 4.7% 28.4% 49.5% 100.0%

LABOR HRLY WAGE OR UNIT COST

$96

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$20,950

218.2

$83.90

$138,565 $69,283 $31,177 $62,433

1,443.4 hrs

M&L TOTAL COST

$41,950

$69,283 $49,067 $98,258

SAY:

$608,900

Page 98

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $2,058,533 $6,354

BID AMOUNT

$2,064,887

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical

$2,058,533 $6,354

$86,238 $425

LOW: HIGH:

$1,548,665 $2,890,842

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $35,932 $53,504 $43,119 $28,746 $143,730 $143,730 $14,373 $28,746

$704 /day

017716

Contract Closeout

3.0%

$43,119

012100

FIELD ORDER ALLOWANCE

6.0%

$86,238

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$12,500.00

$12,500

$15,625.00

195.3125

$80

$15,625

195.3

$28,125.00

$28,125

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

4 SF

$98.00

$392

$330.00

4.1250

$80

$1,320

16.5

$428.00

$1,712

030131

- Concrete slab

5 SF

$85.00

$425

$275.00

3.4375

$80

$1,375

17.2

$360.00

$1,800

030131

Concrete crack repairs 2,166 LF

$45.00

$97,470

$115.00

1.4375

$80

$249,090

3,113.6

$160.00

$346,560

130 SF

$45.00

$5,850

$80.00

1.0000

$80

$10,400

130.0

$125.00

$16,250

33 SF

$58.00

$1,914

$108.00

1.3500

$80

$3,564

44.6

$166.00

$5,478

030131

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

030131 030131 030131

- Concrete wall Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep) - Concrete deck

Page 100

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

- Concrete pier foundation

3 SF

$50.00

$150

$90.00

1.1250

$80

$270

3.4

$140.00

$420

030131

- Concrete slab

44 SF

$50.00

$2,200

$90.00

1.1250

$80

$3,960

49.5

$140.00

$6,160

030131

- Concrete wall

42 SF

$50.00

$2,100

$90.00

1.1250

$80

$3,780

47.3

$140.00

$5,880

030131

Remove efflorescence

030131

- Concrete beam

12 SF

$30.00

$360

$55.00

0.6875

$80

$660

8.3

$85.00

$1,020

030131

- Concrete deck

485 SF

$35.00

$16,975

$66.00

0.8250

$80

$32,010

400.1

$101.00

$48,985

030131

- Concrete pier foundation

30 SF

$30.00

$900

$55.00

0.6875

$80

$1,650

20.6

$85.00

$2,550

030131

- Concrete slab

594 SF

$30.00

$17,820

$55.00

0.6875

$80

$32,670

408.4

$85.00

$50,490

030131

- Concrete wall

1,690 SF

$30.00

$50,700

$55.00

0.6875

$80

$92,950

1,161.9

$85.00

$143,650

2 EA

$800.00

$1,600

$1,920.00

24.0000

$80

$3,840

48.0

$2,720.00

$5,440

1 SF

$25.00

$25

$80.00

1.0000

$80

1.0

$105.00

$105

25 SF

$150.00

$3,750

$640.00

8.0000

$80

$16,000

200.0

$790.00

$19,750

030131

Replace deteriorated grout including associated shoring (avg 5 sf per location)

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

2 SF

$125.00

$250

$480.00

6.0000

$80

$960

12.0

$605.00

$1,210

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

43 SF

$150.00

$6,450

$640.00

8.0000

$80

$27,520

344.0

$790.00

$33,970

050000

Reinforcing at bent flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

METAL STAIRS

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$450.00

$450

$800.00

10.0000

$80

$800

10.0

$1,250.00

$1,250

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Page 101

CSI NUM

DESCRIPTION: Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

50.0% 15.0% 26.12%

MATERIAL UNIT TOTAL PRICE COST $231,831 on labor only $34,775 $69,637

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$534,998 $86,238 $336,243 $1,101,054 $2,058,533

UNIT PRICE

MAN HRS PER UNIT

26.0% 4.2% 16.3% 53.5% 100.0%

LABOR HRLY WAGE OR UNIT COST

TOTAL TOTAL TOTAL UNIT COST HRS COST $506,099 6,326.2 hrs. $253,050 $113,872 $228,033

SAY:

M&L TOTAL COST $253,050 $148,647 $297,670

$2,058,500

$2,058,533

Page 102

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $71 $975 $0 $106 $531 $531 $71

$975 /day

017716

Contract Closeout

3.0%

$106

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

12.0% 0.0%

$425 $0

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Junction box - provide cover and conceal exposed wire

1 EA

$50.00

$50

$420.00

4.0000

$105

$420

4.0

$470.00

$470

260000

Conceal exposed wire between columns, at walls, and at ceiling level - including required removals

1 ALLOW

$250.00

$250

$420.00

4.0000

$105

$420

4.0

$670.00

$670

Page 103

CSI NUM

260000

DESCRIPTION: Provide replacement hangers at areas of corrosion, missing, or broken supports

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

1 ALLOW

MATERIAL UNIT TOTAL PRICE COST

$250.00

50.0% 15.0% 26.12% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$250

UNIT PRICE

$420.00

MAN HRS PER UNIT

4.0000

$550 on labor only $83 $165 $2,391 $425 $798 $2,741 $6,354

37.6% 6.7% 12.6% 43.1% 100.0%

LABOR HRLY WAGE OR UNIT COST

$105

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$420

4.0

$670.00

$1,260 $630 $284 $568

12.0 hrs

M&L TOTAL COST

$670

$630 $366 $733

SAY:

$6,400

Page 104

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $997,326

BID AMOUNT

$997,326

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$997,326

$41,140

LOW: HIGH:

$747,995 $1,396,257

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 58 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

SE-332-C

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $17,141 $40,832 $20,570 $13,713 $68,566 $68,566 $6,857 $13,713

$704 /day

017716

Contract Closeout

3.0%

$20,570

012100

FIELD ORDER ALLOWANCE

6.0%

$41,140

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131 030131 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth) - Concrete slab

52 SF

$110.00

$5,720

$315.00

3.9375

$80

$16,380

204.8

$425.00

$22,100

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete beams

2 SF

$85.00

$170

$275.00

3.4375

$80

$550

6.9

$360.00

$720

030131

- Concrete wall

2 SF

$85.00

$170

$275.00

3.4375

$80

$550

6.9

$360.00

$720

Page 106

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Columns

1 SF

$65.00

$65

$200.00

2.5000

$80

$200

2.5

$265.00

$265

030131

- Concrete pier foundation

17 SF

$65.00

$1,105

$200.00

2.5000

$80

$3,400

42.5

$265.00

$4,505

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

534 LF

$30.00

$16,020

$95.00

1.1875

$80

$50,730

634.1

$125.00

$66,750

030131

- Medium crack (1/16"< x < 1/8")

129 LF

$45.00

$5,805

$115.00

1.4375

$80

$14,835

185.4

$160.00

$20,640

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Beams

4 SF

$45.00

$180

$80.00

1.0000

$80

$320

4.0

$125.00

$500

030131

- Concrete columns

16 SF

$45.00

$720

$80.00

1.0000

$80

$1,280

16.0

$125.00

$2,000

030131

- Concrete deck

2 SF

$52.00

$104

$96.00

1.2000

$80

$192

2.4

$148.00

$296

030131

- Concrete pier foundation

58 SF

$45.00

$2,610

$80.00

1.0000

$80

$4,640

58.0

$125.00

$7,250

030131

- Concrete slab

152 SF

$45.00

$6,840

$80.00

1.0000

$80

$12,160

152.0

$125.00

$19,000

030131

- Concrete wall

21 SF

$45.00

$945

$80.00

1.0000

$80

$1,680

21.0

$125.00

$2,625

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete pier foundation

2 SF

$50.00

$100

$90.00

1.1250

$80

$180

2.3

$140.00

$280

030131

- Concrete slab

1 SF

$50.00

$50

$90.00

1.1250

$80

$90

1.1

$140.00

$140

030131

Remove efflorescence

030131

- Concrete deck

241 SF

$35.00

$8,435

$66.00

0.8250

$80

$15,906

198.8

$101.00

$24,341

030131

- Concrete slab

180 SF

$30.00

$5,400

$55.00

0.6875

$80

$9,900

123.8

$85.00

$15,300

Page 107

CSI NUM 030131

DESCRIPTION:

- Concrete wall

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

453 SF

$30.00

$13,590

$55.00

0.6875

$80

$24,915

311.4

$85.00

$38,505

6 SF

$25.00

$150

$80.00

1.0000

$80

$480

6.0

$105.00

$630

17 SF

$125.00

$2,125

$480.00

6.0000

$80

$8,160

102.0

$605.00

$10,285

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

32 SF

$125.00

$4,000

$480.00

6.0000

$80

$15,360

192.0

$605.00

$19,360

050000

Reinforcing at bent flange (per location)

2 EA

$800.00

$1,600

$2,560.00

32.0000

$80

$5,120

64.0

$3,360.00

$6,720

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (light corrosion)

43 SF

$100.00

$4,300

$320.00

4.0000

$80

$13,760

172.0

$420.00

$18,060

Page 108

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$86,454 on labor only $12,968 $50,954 $270,528 $41,140 $150,376 $535,283 $997,326

27.1% 4.1% 15.1% 53.7% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$205,163 $102,582 $46,162 $181,377

2,564.5 hrs.

M&L TOTAL COST

$10,625

$102,582 $59,130 $232,331

SAY:

$997,300

$997,326

Page 109

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $862,566

Mechanical P-3

$405,891

BID AMOUNT

$1,268,457

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$862,566

$35,343

HVAC

$405,891

$18,089

LOW: HIGH:

$951,343 $1,775,840

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $14,726 $40,832 $17,672 $11,781 $58,906 $58,906 $5,891 $11,781

$704 /day

017716

Contract Closeout

3.0%

$17,672

012100

FIELD ORDER ALLOWANCE

6.0%

$35,343

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$20,000.00

$30,000.00

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

$20,000

375.0000

$80

$30,000

375.0

$50,000.00

$50,000

DIVISION 3: CONCRETE

Page 111

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete deck

10 SF

$75.00

$750

$240.00

3.0000

$80

$2,400

30.0

$315.00

$3,150

030131

- Concrete pier foundation

12 SF

$65.00

$780

$200.00

2.5000

$80

$2,400

30.0

$265.00

$3,180

030131

- Concrete slab

12 SF

$65.00

$780

$200.00

2.5000

$80

$2,400

30.0

$265.00

$3,180

030131

- Concrete wall

10 SF

$65.00

$650

$200.00

2.5000

$80

$2,000

25.0

$265.00

$2,650

030131

Concrete crack repairs - Fine crack ( 1/32"< x < 1/16")

352 LF

$30.00

$10,560

$95.00

1.1875

$80

$33,440

418.0

$125.00

$44,000

030131

- Medium crack (1/16"< x < 1/8")

10 LF

$45.00

$450

$115.00

1.4375

$80

$1,150

14.4

$160.00

$1,600

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Concrete pier foundation

52 SF

$45.00

$2,340

$80.00

1.0000

$80

$4,160

52.0

$125.00

$6,500

030131

- Concrete slab

127 SF

$45.00

$5,715

$80.00

1.0000

$80

$10,160

127.0

$125.00

$15,875

- Concrete wall

4 SF

$45.00

$180

$80.00

1.0000

$80

$320

4.0

$125.00

$500

030131 030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete deck

2 SF

$58.00

$116

$108.00

1.3500

$80

$216

2.7

$166.00

$332

030131

- Concrete pier foundation

12 SF

$50.00

$600

$90.00

1.1250

$80

$1,080

13.5

$140.00

$1,680

030131

- Concrete slab

33 SF

$50.00

$1,650

$90.00

1.1250

$80

$2,970

37.1

$140.00

$4,620

030131

Remove efflorescence

030131

- Concrete deck

20 SF

$35.00

$700

$66.00

0.8250

$80

$1,320

16.5

$101.00

$2,020

030131

- Concrete pier foundation

335 SF

$30.00

$10,050

$55.00

0.6875

$80

$18,425

230.3

$85.00

$28,475

030131

- Concrete slab

11 SF

$30.00

$330

$55.00

0.6875

$80

$605

7.6

$85.00

$935

Page 112

CSI NUM 030131

DESCRIPTION:

- Concrete wall

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

579 SF

$30.00

$17,370

$55.00

0.6875

$80

$31,845

398.1

$85.00

$49,215

25 SF

$125.00

$3,125

$480.00

6.0000

$80

$12,000

150.0

$605.00

$15,125

17 SF

$125.00

$2,125

$480.00

6.0000

$80

$8,160

102.0

$605.00

$10,285

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

Page 113

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$84,521 on labor only $12,678 $49,815 $238,166 $35,343 $147,014 $442,043 $862,566

27.6% 4.1% 17.0% 51.2% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$169,426 $84,713 $38,121 $149,783

2,117.8 hrs.

M&L TOTAL COST

$10,625

$84,713 $50,799 $199,598

SAY:

$862,600

$862,566

Page 114

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

SE-332-H

Project No.:

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

ALBANY, NEW YORK

Revision:

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 25 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$3,015

012100

FIELD ORDER ALLOWANCE

6.0%

$18,089

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$7,537 $20,000 $10,552 $6,030 $13,566 $25,626

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,146.00

$3,146

$7,940.00

82.7083

$96

$7,940

82.7

$11,086.00

$11,086

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-3 COLD TUNNEL)

1 ALLOW

230700

- High pressure steam (hps), 14" diameter

200 LF

$44.63

$8,926

$38.40

0.4000

$96

$7,680

80.0

$83.03

$16,606

230700

- Domestic cold water (dcws), 12" diameter

200 LF

$11.20

$2,240

$19.20

0.2000

$96

$3,840

40.0

$30.40

$6,080

230700

- RFWS, 10" diameter

200 LF

$17.80

$3,560

$21.98

0.2290

$96

$4,396

45.8

$39.78

$7,956

230700

- Steam condensate pump discharge (cpd), 8" diameter

200 LF

$24.90

$4,980

$25.63

0.2670

$96

$5,126

53.4

$50.53

$10,106

230700

- Condenser water (cond), 48" diameter

200 LF

$100.00

$20,000

$144.00

1.5000

$96

$28,800

300.0

$244.00

$48,800

Page 115

CSI NUM

230700

DESCRIPTION:

QUANT

UNIT

- Primary chilled water supply (pchws), 36" diameter

200 LF

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

$75.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$15,000

UNIT PRICE

$96.00

MAN HRS PER UNIT

1.0000

$57,852 on labor only $8,678 $34,097 $86,325 $18,089 $100,626 $200,851 $405,891

21.3% 4.5% 24.8% 49.5% 100.0%

LABOR HRLY WAGE OR UNIT COST

$96

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$19,200

200.0

$171.00

$76,982 $38,491 $17,321 $68,057

801.9 hrs

M&L TOTAL COST

$34,200

$38,491 $25,999 $102,153

SAY:

$405,900

Page 116

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $684,243

BID AMOUNT

$684,243

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$684,243

$27,674

LOW: HIGH:

$513,182 $957,940

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

SE-332-C

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $11,531 $40,832 $13,837 $9,225 $46,123 $46,123 $4,612 $9,225

$704 /day

017716

Contract Closeout

3.0%

$13,837

012100

FIELD ORDER ALLOWANCE

6.0%

$27,674

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131 030131 030131 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth) - Concrete slab

9 SF

$110.00

$990

$315.00

3.9375

$80

$2,835

35.4

$425.00

$3,825

22 SF

$85.00

$1,870

$275.00

3.4375

$80

$6,050

75.6

$360.00

$7,920

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep) - Concrete slab

Page 118

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete pier foundation

4 SF

$65.00

$260

$200.00

2.5000

$80

$800

10.0

$265.00

$1,060

030131

- Concrete slab

19 SF

$65.00

$1,235

$200.00

2.5000

$80

$3,800

47.5

$265.00

$5,035

030131

- Concrete wall

32 SF

$65.00

$2,080

$200.00

2.5000

$80

$6,400

80.0

$265.00

$8,480

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

263 LF

$30.00

$7,890

$95.00

1.1875

$80

$24,985

312.3

$125.00

$32,875

030131

- Medium crack (1/16"< x < 1/8")

69 LF

$45.00

$3,105

$115.00

1.4375

$80

$7,935

99.2

$160.00

$11,040

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Concrete pier foundation

27 SF

$45.00

$1,215

$80.00

1.0000

$80

$2,160

27.0

$125.00

$3,375

030131

- Concrete slab

112 SF

$45.00

$5,040

$80.00

1.0000

$80

$8,960

112.0

$125.00

$14,000

030131

- Concrete wall

238 SF

$45.00

$10,710

$80.00

1.0000

$80

$19,040

238.0

$125.00

$29,750

030131

Remove efflorescence

030131

- Concrete deck

147 SF

$35.00

$5,145

$66.00

0.8250

$80

$9,702

121.3

$101.00

$14,847

030131

- Concrete slab

52 SF

$30.00

$1,560

$55.00

0.6875

$80

$2,860

35.8

$85.00

$4,420

Page 119

CSI NUM 030131 030131

DESCRIPTION:

- Concrete wall Replace deteriorated grout including associated shoring (avg 5 sf per location)

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

204 SF

$30.00

$6,120

$55.00

0.6875

$80

$11,220

140.3

$85.00

$17,340

1 EA

$800.00

$800

$1,920.00

24.0000

$80

$1,920

24.0

$2,720.00

$2,720

25 SF

$25.00

$625

$80.00

1.0000

$80

$2,000

25.0

$105.00

$2,625

26 SF

$125.00

$3,250

$480.00

6.0000

$80

$12,480

156.0

$605.00

$15,730

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

16 SF

$125.00

$2,000

$480.00

6.0000

$80

$7,680

96.0

$605.00

$9,680

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

2 SF

$150.00

$300

$640.00

8.0000

$80

$1,280

16.0

$790.00

$1,580

Page 120

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$60,445 on labor only $9,067 $35,625 $195,343 $27,674 $105,137 $356,090 $684,243

28.5% 4.0% 15.4% 52.0% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$136,482 $68,241 $30,708 $120,659

1,706.0 hrs.

M&L TOTAL COST

$10,625

$68,241 $39,775 $156,283

SAY:

$684,200

$684,243

Page 121

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,502,187

BID AMOUNT

$1,502,187

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,502,187

$62,854

LOW: HIGH:

$1,126,640 $2,103,062

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 58 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $26,189 $40,832 $31,427 $20,951 $104,757 $104,757 $10,476 $20,951

$704 /day

017716

Contract Closeout

3.0%

$31,427

012100

FIELD ORDER ALLOWANCE

6.0%

$62,854

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE

Page 123

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Columns

6 SF

$65.00

$390

$200.00

2.5000

$80

$1,200

15.0

$265.00

$1,590

030131

- Concrete deck

2 SF

$75.00

$150

$240.00

3.0000

$80

$480

6.0

$315.00

$630

030131

- Concrete pier foundation

7 SF

$65.00

$455

$200.00

2.5000

$80

$1,400

17.5

$265.00

$1,855

030131

- Concrete slab

26 SF

$65.00

$1,690

$200.00

2.5000

$80

$5,200

65.0

$265.00

$6,890

030131

- Stairs

4 SF

$65.00

$260

$200.00

2.5000

$80

$800

10.0

$265.00

$1,060

030131

- Concrete wall

4 SF

$65.00

$260

$200.00

2.5000

$80

$800

10.0

$265.00

$1,060

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

1,795 LF

$30.00

$53,850

$95.00

1.1875

$80

$170,525

2,131.6

$125.00

$224,375

030131

- Medium crack (1/16"< x < 1/8")

20 LF

$45.00

$900

$115.00

1.4375

$80

$2,300

28.8

$160.00

$3,200

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Beams

31 SF

$45.00

$1,395

$80.00

1.0000

$80

$2,480

31.0

$125.00

$3,875

030131

- Concrete columns

28 SF

$45.00

$1,260

$80.00

1.0000

$80

$2,240

28.0

$125.00

$3,500

030131

- Concrete pier foundation

40 SF

$45.00

$1,800

$80.00

1.0000

$80

$3,200

40.0

$125.00

$5,000

030131

- Concrete slab

391 SF

$45.00

$17,595

$80.00

1.0000

$80

$31,280

391.0

$125.00

$48,875

7 SF

$45.00

$315

$80.00

1.0000

$80

$560

7.0

$125.00

$875

186 SF

$45.00

$8,370

$80.00

1.0000

$80

$14,880

186.0

$125.00

$23,250

030131

- Stair

030131

- Concrete wall

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete beams

15 SF

$50.00

$750

$90.00

1.1250

$80

$1,350

16.9

$140.00

$2,100

030131

- Concrete deck

7 SF

$58.00

$406

$108.00

1.3500

$80

$756

9.5

$166.00

$1,162

030131

Remove efflorescence

030131

- Concrete deck

44 SF

$35.00

$1,540

$66.00

0.8250

$80

$2,904

36.3

$101.00

$4,444

Page 124

CSI NUM 030131

DESCRIPTION:

- Concrete wall

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

260 SF

$30.00

$7,800

$55.00

0.6875

$80

$14,300

178.8

$85.00

$22,100

48 SF

$125.00

$6,000

$480.00

6.0000

$80

$23,040

288.0

$605.00

$29,040

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

55 SF

$125.00

$6,875

$480.00

6.0000

$80

$26,400

330.0

$605.00

$33,275

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

5 SF

$150.00

$750

$640.00

8.0000

$80

$3,200

40.0

$790.00

$3,950

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

050000

METAL STAIRS

050000

Remove and replace deteriorated steel bracing (per location)

2 EA

$500.00

$1,000

$800.00

10.0000

$80

$1,600

20.0

$1,300.00

$2,600

Page 125

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$124,561 on labor only $18,684 $73,413 $391,767 $62,854 $216,658 $830,908 $1,502,187

26.1% 4.2% 14.4% 55.3% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$318,470 $159,235 $71,656 $281,547

3,980.9 hrs.

M&L TOTAL COST

$10,625

$159,235 $90,340 $354,961

SAY:

$1,502,200

$1,502,187

Page 126

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,534,034

BID AMOUNT

$1,534,034

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,534,034

$64,224

LOW: HIGH:

$1,150,526 $2,147,648

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $26,760 $40,832 $32,112 $21,408 $107,040 $107,040 $10,704 $21,408

$704 /day

017716

Contract Closeout

3.0%

$32,112

012100

FIELD ORDER ALLOWANCE

6.0%

$64,224

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE

Page 128

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Beams

1 SF

$65.00

$65

$200.00

2.5000

$80

$200

2.5

$265.00

$265

030131

- Columns

7 SF

$65.00

$455

$200.00

2.5000

$80

$1,400

17.5

$265.00

$1,855

030131

- Concrete deck

3 SF

$75.00

$225

$240.00

3.0000

$80

$720

9.0

$315.00

$945

030131

- Concrete pier foundation

3 SF

$65.00

$195

$200.00

2.5000

$80

$600

7.5

$265.00

$795

030131

- Concrete wall

20 SF

$65.00

$1,300

$200.00

2.5000

$80

$4,000

50.0

$265.00

$5,300

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

1,589 LF

$30.00

$47,670

$95.00

1.1875

$80

$150,955

1,886.9

$125.00

$198,625

030131

- Medium crack (1/16"< x < 1/8")

37 LF

$45.00

$1,665

$115.00

1.4375

$80

$4,255

53.2

$160.00

$5,920

030131

- Wide crack ( x >1/8")

1 LF

$55.00

$55

$125.00

1.5625

$80

$125

1.6

$180.00

$180

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Beams

15 SF

$45.00

$675

$80.00

1.0000

$80

$1,200

15.0

$125.00

$1,875

030131

- Concrete columns

41 SF

$45.00

$1,845

$80.00

1.0000

$80

$3,280

41.0

$125.00

$5,125

030131

- Concrete deck

6 SF

$52.00

$312

$96.00

1.2000

$80

$576

7.2

$148.00

$888

030131

- Concrete pier foundation

13 SF

$45.00

$585

$80.00

1.0000

$80

$1,040

13.0

$125.00

$1,625

030131

- Concrete slab

361 SF

$45.00

$16,245

$80.00

1.0000

$80

$28,880

361.0

$125.00

$45,125

030131

- Concrete wall

689 SF

$45.00

$31,005

$80.00

1.0000

$80

$55,120

689.0

$125.00

$86,125

030131

Remove efflorescence

030131

- Concrete deck

380 SF

$35.00

$13,300

$66.00

0.8250

$80

$25,080

313.5

$101.00

$38,380

36 SF

$125.00

$4,500

$480.00

6.0000

$80

$17,280

216.0

$605.00

$21,780

39 SF

$125.00

$4,875

$480.00

6.0000

$80

$18,720

234.0

$605.00

$23,595

7 SF

$100.00

$700

$320.00

4.0000

$80

$2,240

28.0

$420.00

$2,940

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (light corrosion)

Page 129

CSI NUM

050000

DESCRIPTION:

Remove and replace deteriorated steel bracing (per location)

QUANT

UNIT

2 EA

MATERIAL UNIT TOTAL PRICE COST

$500.00

$1,000

UNIT PRICE

$800.00

MAN HRS PER UNIT

10.0000

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

$1,600

TOTAL HRS

20.0

TOTAL UNIT COST

$1,300.00

M&L TOTAL COST

$2,600

Page 130

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$132,922 on labor only $19,938 $78,341 $399,415 $64,224 $231,201 $839,195 $1,534,034

26.0% 4.2% 15.1% 54.7% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$321,646 $160,823 $72,370 $284,355

4,020.6 hrs.

M&L TOTAL COST

$10,625

$160,823 $92,309 $362,696

SAY:

$1,534,000

$1,534,034

Page 131

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,464,250

BID AMOUNT

$1,464,250

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,464,250

$61,222

LOW: HIGH:

$1,098,187 $2,049,950

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $25,509 $40,832 $30,611 $20,407 $102,037 $102,037 $10,204 $20,407

$704 /day

017716

Contract Closeout

3.0%

$30,611

012100

FIELD ORDER ALLOWANCE

6.0%

$61,222

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE

Page 133

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Columns

36 SF

$65.00

$2,340

$200.00

2.5000

$80

$7,200

90.0

$265.00

$9,540

030131

- Concrete deck

23 SF

$75.00

$1,725

$240.00

3.0000

$80

$5,520

69.0

$315.00

$7,245

030131

- Concrete slab

1 SF

$65.00

$65

$200.00

2.5000

$80

$200

2.5

$265.00

$265

030131

- Concrete wall

174 SF

$65.00

$11,310

$200.00

2.5000

$80

$34,800

435.0

$265.00

$46,110

030131

Concrete crack repairs - Fine crack ( 1/32"< x < 1/16")

1,726 LF

$30.00

$51,780

$95.00

1.1875

$80

$163,970

2,049.6

$125.00

$215,750

030131

- Medium crack (1/16"< x < 1/8")

40 LF

$45.00

$1,800

$115.00

1.4375

$80

$4,600

57.5

$160.00

$6,400

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Concrete columns

55 SF

$45.00

$2,475

$80.00

1.0000

$80

$4,400

55.0

$125.00

$6,875

030131

- Concrete deck

22 SF

$52.00

$1,144

$96.00

1.2000

$80

$2,112

26.4

$148.00

$3,256

030131

- Concrete pier foundation

17 SF

$45.00

$765

$80.00

1.0000

$80

$1,360

17.0

$125.00

$2,125

030131

- Concrete slab

350 SF

$45.00

$15,750

$80.00

1.0000

$80

$28,000

350.0

$125.00

$43,750

030131

- Stair

8 SF

$45.00

$360

$80.00

1.0000

$80

$640

8.0

$125.00

$1,000

030131

- Concrete wall

211 SF

$45.00

$9,495

$80.00

1.0000

$80

$16,880

211.0

$125.00

$26,375

6 SF

$50.00

$300

$90.00

1.1250

$80

$540

6.8

$140.00

$840

030131 030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep) - Concrete pier foundation

030131

Remove efflorescence

030131

- Concrete deck

41 SF

$35.00

$1,435

$66.00

0.8250

$80

$2,706

33.8

$101.00

$4,141

030131

- Concrete slab

17 SF

$30.00

$510

$55.00

0.6875

$80

$935

11.7

$85.00

$1,445

Page 134

CSI NUM 030131 030131

DESCRIPTION:

- Concrete wall Replace deteriorated grout including associated shoring (avg 5 sf per location)

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

18 SF

$30.00

$540

$55.00

0.6875

$80

$990

12.4

$85.00

$1,530

1 EA

$800.00

$800

$1,920.00

24.0000

$80

$1,920

24.0

$2,720.00

$2,720

5 SF

$25.00

$125

$80.00

1.0000

$80

$400

5.0

$105.00

$525

44 SF

$125.00

$5,500

$480.00

6.0000

$80

$21,120

264.0

$605.00

$26,620

16 SF

$125.00

$2,000

$480.00

6.0000

$80

$7,680

96.0

$605.00

$9,680

8 SF

$100.00

$800

$320.00

4.0000

$80

$2,560

32.0

$420.00

$3,360

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (light corrosion)

Page 135

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$117,269 on labor only $17,590 $69,115 $382,656 $61,222 $203,975 $816,397 $1,464,250

26.1% 4.2% 13.9% 55.8% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$312,908 $156,454 $70,404 $276,630

3,911.4 hrs.

M&L TOTAL COST

$10,625

$156,454 $87,995 $345,746

SAY:

$1,464,200

$1,464,250

Page 136

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $2,808,359

BID AMOUNT

$2,808,359

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$2,808,359

$119,033

LOW: HIGH:

$2,106,269 $3,931,702

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

SE-332-C

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $49,597 $40,832 $59,517 $39,678 $198,389 $198,389 $19,839 $39,678

$704 /day

017716

Contract Closeout

3.0%

$59,517

012100

FIELD ORDER ALLOWANCE

6.0%

$119,033

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131 030131 030131 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth) - Column

9 SF

$110.00

$990

$315.00

3.9375

$80

$2,835

35.4

$425.00

$3,825

3 SF

$85.00

$255

$275.00

3.4375

$80

$825

10.3

$360.00

$1,080

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep) - Concrete wall

Page 138

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Beams

1 SF

$65.00

$65

$200.00

2.5000

$80

$200

2.5

$265.00

$265

030131

- Columns

45 SF

$65.00

$2,925

$200.00

2.5000

$80

$9,000

112.5

$265.00

$11,925

030131

- Concrete deck

12 SF

$75.00

$900

$240.00

3.0000

$80

$2,880

36.0

$315.00

$3,780

030131

- Concrete pier foundation

2 SF

$65.00

$130

$200.00

2.5000

$80

$400

5.0

$265.00

$530

030131

- Concrete slab

14 SF

$65.00

$910

$200.00

2.5000

$80

$2,800

35.0

$265.00

$3,710

030131

- Concrete wall

392 SF

$65.00

$25,480

$200.00

2.5000

$80

$78,400

980.0

$265.00

$103,880

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

3,339 LF

$30.00

$100,170

$95.00

1.1875

$80

$317,205

3,965.1

$125.00

$417,375

030131

- Medium crack (1/16"< x < 1/8")

76 LF

$45.00

$3,420

$115.00

1.4375

$80

$8,740

109.3

$160.00

$12,160

030131

- Wide crack ( x >1/8")

1 LF

$55.00

$55

$125.00

1.5625

$80

$125

1.6

$180.00

$180

030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Beams

22 SF

$45.00

$990

$80.00

1.0000

$80

$1,760

22.0

$125.00

$2,750

030131

- Concrete columns

20 SF

$45.00

$900

$80.00

1.0000

$80

$1,600

20.0

$125.00

$2,500

030131

- Concrete deck

25 SF

$52.00

$1,300

$96.00

1.2000

$80

$2,400

30.0

$148.00

$3,700

030131

- Concrete pier foundation

54 SF

$45.00

$2,430

$80.00

1.0000

$80

$4,320

54.0

$125.00

$6,750

030131

- Concrete slab

810 SF

$45.00

$36,450

$80.00

1.0000

$80

$64,800

810.0

$125.00

$101,250

030131

- Concrete wall

516 SF

$45.00

$23,220

$80.00

1.0000

$80

$41,280

516.0

$125.00

$64,500

030131

Remove efflorescence

030131

- Concrete beam

10 SF

$30.00

$300

$55.00

0.6875

$80

$550

6.9

$85.00

$850

030131

- Concrete deck

11 SF

$35.00

$385

$66.00

0.8250

$80

$726

9.1

$101.00

$1,111

030131

- Concrete slab

71 SF

$30.00

$2,130

$55.00

0.6875

$80

$3,905

48.8

$85.00

$6,035

Page 139

CSI NUM 030131 030131

DESCRIPTION:

- Concrete wall Replace deteriorated grout including associated shoring (avg 5 sf per location)

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

221 SF

$30.00

$6,630

$55.00

0.6875

$80

$12,155

151.9

$85.00

$18,785

1 EA

$800.00

$800

$1,920.00

24.0000

$80

$1,920

24.0

$2,720.00

$2,720

8 SF

$25.00

$200

$80.00

1.0000

$80

$640

8.0

$105.00

$840

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

48 SF

$125.00

$6,000

$480.00

6.0000

$80

$23,040

288.0

$605.00

$29,040

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

5 SF

$150.00

$750

$640.00

8.0000

$80

$3,200

40.0

$790.00

$3,950

050000

Reinforcing at bent / damaged flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

20 SF

$125.00

$2,500

$480.00

6.0000

$80

$9,600

120.0

$605.00

$12,100

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (light corrosion)

1 SF

$100.00

$100

$320.00

4.0000

$80

$320

4.0

$420.00

$420

Page 140

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$231,935 on labor only $34,790 $136,697 $705,435 $119,033 $403,422 $1,580,468 $2,808,359

25.1% 4.2% 14.4% 56.3% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$605,761 $302,881 $136,296 $535,531

7,572.0 hrs.

M&L TOTAL COST

$10,625

$302,881 $171,086 $672,227

SAY:

$2,808,400

$2,808,359

Page 141

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,463,990

BID AMOUNT

$1,463,990

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,463,990

$61,211

LOW: HIGH:

$1,097,993 $2,049,586

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $25,505 $40,832 $30,606 $20,404 $102,019 $102,019 $10,202 $20,404

$704 /day

017716

Contract Closeout

3.0%

$30,606

012100

FIELD ORDER ALLOWANCE

6.0%

$61,211

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE

Page 143

CSI NUM

030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete wall

030131

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

030131

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

156 SF

$65.00

$10,140

$200.00

2.5000

$80

$31,200

390.0

$265.00

$41,340

1,535 LF

$30.00

$46,050

$95.00

1.1875

$80

$145,825

1,822.8

$125.00

$191,875

4 LF

$45.00

$180

$115.00

1.4375

$80

$460

5.8

$160.00

$640

030131

- Concrete deck

34 SF

$52.00

$1,768

$96.00

1.2000

$80

$3,264

40.8

$148.00

$5,032

030131

- Concrete pier foundation

40 SF

$45.00

$1,800

$80.00

1.0000

$80

$3,200

40.0

$125.00

$5,000

030131

- Concrete slab

506 SF

$45.00

$22,770

$80.00

1.0000

$80

$40,480

506.0

$125.00

$63,250

030131

- Concrete wall

548 SF

$45.00

$24,660

$80.00

1.0000

$80

$43,840

548.0

$125.00

$68,500

030131

Remove efflorescence 42 SF

$30.00

$1,260

$55.00

0.6875

$80

$2,310

28.9

$85.00

$3,570

1 EA

$800.00

$800

$1,920.00

24.0000

$80

$1,920

24.0

$2,720.00

$2,720

13 SF

$25.00

$325

$80.00

1.0000

$80

$1,040

13.0

$105.00

$1,365

030131 030131

- Concrete slab Replace deteriorated grout including associated shoring (avg 5 sf per location)

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

44 SF

$125.00

$5,500

$480.00

6.0000

$80

$21,120

264.0

$605.00

$26,620

050000

Reinforcing at bent / damaged flange (per location)

1 EA

$800.00

$800

$2,560.00

32.0000

$80

$2,560

32.0

$3,360.00

$3,360

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

14 SF

$125.00

$1,750

$480.00

6.0000

$80

$6,720

84.0

$605.00

$8,470

Page 144

CSI NUM

050000

DESCRIPTION:

QUANT

UNIT

Tunnel ventilation to accommodate welding, painting etc.

1 LS

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 51.25%

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$6,250.00

$4,375.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$6,250

MAN HRS PER UNIT

54.6875

$124,053 on labor only $18,608 $73,114 $382,594 $61,211 $215,775 $804,410 $1,463,990

26.1% 4.2% 14.7% 54.9% 100.0%

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

$4,375

54.7

$10,625.00

$308,314 $154,157 $69,371 $272,569

3,853.9 hrs.

M&L TOTAL COST

$10,625

$154,157 $87,979 $345,683

SAY:

$1,464,000

$1,463,990

Page 145

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$27,506

BID AMOUNT

$994,843

ALTERNATES Amount

PROGRAM 5/8/2024 $967,337

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$967,337

$40,425

HVAC

$27,506

$1,139

LOW: HIGH:

$746,132 $1,392,781

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 39 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $16,844 $27,456 $20,212 $13,475 $67,375 $67,375 $6,737 $13,475

$704 /day

017716

Contract Closeout

3.0%

$20,212

012100

FIELD ORDER ALLOWANCE

6.0%

$40,425

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,000.00

$3,000

$4,500.00

56.2500

$80

$4,500

56.3

$7,500.00

$7,500

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete slab

5 SF

$110.00

$550

$315.00

3.9375

$80

$1,575

19.7

$425.00

$2,125

030131

- Concrete wall

2 SF

$110.00

$220

$315.00

3.9375

$80

$630

7.9

$425.00

$850

030131

Concrete crack repairs 78 LF

$55.00

$4,290

$125.00

1.5625

$80

$9,750

121.9

$180.00

$14,040

030131 030131

- Wide crack ( x >1/8") Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete slab

1 SF

$60.00

$60

$98.00

1.2250

$80

$98

1.2

$158.00

$158

030131

- Concrete wall

38 SF

$60.00

$2,280

$98.00

1.2250

$80

$3,724

46.6

$158.00

$6,004

030131

Remove efflorescence

030131

- Concrete deck

87 SF

$35.00

$3,045

$66.00

0.8250

$80

$5,742

71.8

$101.00

$8,787

Page 147

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

030131

- Concrete slab

746 SF

$30.00

$22,380

$55.00

0.6875

$80

$41,030

512.9

$85.00

$63,410

030131

- Concrete wall

596 SF

$30.00

$17,880

$55.00

0.6875

$80

$32,780

409.8

$85.00

$50,660

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

31 SF

$200.00

$6,200

$800.00

10.0000

$80

$24,800

310.0

$1,000.00

$31,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

9 EA

$1,200.00

$10,800

$2,560.00

32.0000

$80

$23,040

288.0

$3,760.00

$33,840

050000

Replace missing bolts

7 EA

$25.00

$175

$160.00

2.0000

$80

$1,120

14.0

$185.00

$1,295

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

126 SF

$200.00

$25,200

$800.00

10.0000

$80

$100,800

1,260.0

$1,000.00

$126,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

9 EA

$1,200.00

$10,800

$2,560.00

32.0000

$80

$23,040

288.0

$3,760.00

$33,840

050000

Replace missing bolts

6 EA

$25.00

$150

$80.00

1.0000

$80

$480

6.0

$105.00

$630

050000

METAL STAIRS

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

26 LF

$3.00

$78

$13.71

0.1714

$80

$356

4.5

$16.71

$434

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated joint sealant and backer rod

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$115,858 on labor only $17,379 $13,057 $253,162 $40,425 $146,294 $527,456 $967,337

$278,480 $139,240 $62,658 $47,077 26.2% 4.2% 15.1% 54.5% 100.0%

3,481.0 hrs. $139,240 $80,037 $60,134

SAY:

$967,300

Page 148

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

ESTIMATOR CHECK

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

$967,337

Page 149

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 4 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$190

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$1,139 $0 M&L TOTAL COST

Estimated By: J. Krull

UNIT

$475 $3,200 $665 $380 $855 $1,614

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

1 LS

$525.00

$525

$565.00

5.8854

$96

$565

5.9

$1,090.00

$1,090

- Valves on the 18" HPS lines

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

230700

- High pressure steam (F-Line), 18" diameter

5 LF

$55.79

$279

$48.00

0.5000

$96

$240

2.5

$103.79

$519

230700

- Orange pipe, 18" diameter

30 LF

$55.79

$1,674

$48.00

0.5000

$96

$1,440

15.0

$103.79

$3,114

230700

- Valving station between F & G line

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

230700

- High pressure steam (hps), 18" diameter

50 LF

$55.79

$2,790

$48.00

0.5000

$96

$2,400

25.0

$103.79

$5,190

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$6,181 $3,091 $1,391 $1,045

64.4 hrs

50.0% 15.0% 9.80%

$5,767 on labor only $865 $650

$3,091 $2,256 $1,695

Page 150

CSI NUM

DESCRIPTION:

MATERIAL UNIT TOTAL PRICE COST General Conditions & Administration $7,378 Allowance $1,139 Material Cost $7,282 Total Labor $11,707 Total Cost $27,506 QUANT

UNIT

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 26.8% 4.1% 26.5% 42.6% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$27,500

Page 151

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$14,790

BID AMOUNT

$1,140,505

ALTERNATES Amount

PROGRAM 5/8/2024 $1,125,715

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,125,715

$47,237

$14,790

$543

LOW: HIGH:

$855,379 $1,596,707

HVAC

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $19,682 $27,456 $23,618 $15,746 $78,728 $78,728 $7,873 $15,746

$704 /day

017716

Contract Closeout

3.0%

$23,618

012100

FIELD ORDER ALLOWANCE

6.0%

$47,237

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,000.00

$3,000

$4,500.00

56.2500

$80

$4,500

56.3

$7,500.00

$7,500

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck

2 SF

$125.00

$250

$380.00

4.7500

$80

$760

9.5

$505.00

$1,010

030131

- Concrete slab

28 SF

$110.00

$3,080

$315.00

3.9375

$80

$8,820

110.3

$425.00

$11,900

030131

- Stairs

30 SF

$110.00

$3,300

$315.00

3.9375

$80

$9,450

118.1

$425.00

$12,750

030131

- Concrete wall

175 SF

$110.00

$19,250

$315.00

3.9375

$80

$55,125

689.1

$425.00

$74,375

030131

Concrete crack repairs 37 LF

$55.00

$2,035

$125.00

1.5625

$80

$4,625

57.8

$180.00

$6,660

38 SF

$60.00

$2,280

$98.00

1.2250

$80

$3,724

46.6

$158.00

$6,004

030131 030131

- Wide crack ( x >1/8") Concrete scaling (Large - x > 1/2" deep)

030131

- Concrete wall

030131

Remove efflorescence

Page 153

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

- Concrete slab

1,616 SF

$30.00

$48,480

$55.00

0.6875

$80

$88,880

1,111.0

$85.00

$137,360

030131

- Concrete wall

212 SF

$30.00

$6,360

$55.00

0.6875

$80

$11,660

145.8

$85.00

$18,020

5 SF

$110.00

$550

$315.00

3.9375

$80

$1,575

19.7

$425.00

$2,125

6 SF

$25.00

$150

$110.00

1.3750

$80

$660

8.3

$135.00

$810

030131

Miscellaneous repairs at water damaged areas (assume 10% of 46 SF)

DIVISION 4: MASONRY 040121

Remove and replace deteriorated brick

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

45 SF

$200.00

$9,000

$800.00

10.0000

$80

$36,000

450.0

$1,000.00

$45,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

5 EA

$1,200.00

$6,000

$2,560.00

32.0000

$80

$12,800

160.0

$3,760.00

$18,800

050000

Replace missing bolts

15 EA

$25.00

$375

$160.00

2.0000

$80

$2,400

30.0

$185.00

$2,775

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

1 SF

$150.00

$150

$640.00

8.0000

$80

$640

8.0

$790.00

$790

050000

Remove and replace steel beam with severe deflection

1 LS

$2,500.00

$2,500

$5,120.00

64.0000

$80

$5,120

64.0

$7,620.00

$7,620

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

2 SF

$150.00

$300

$640.00

8.0000

$80

$1,280

16.0

$790.00

$1,580

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

72 SF

$200.00

$14,400

$800.00

10.0000

$80

$57,600

720.0

$1,000.00

$72,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

5 EA

$1,200.00

$6,000

$2,560.00

32.0000

$80

$12,800

160.0

$3,760.00

$18,800

050000

Replace missing bolts

2 EA

$25.00

$50

$80.00

1.0000

$80

$160

2.0

$105.00

$210

050000

METAL STAIRS

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$450.00

$450

$640.00

8.0000

$80

$640

8.0

$1,090.00

$1,090

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Page 154

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated expansion joint material

10 LF

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80%

$5.50

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$55

$25.00

0.3125

$136,765 on labor only $20,515 $15,413 $291,195 $47,237 $172,693 $614,589 $1,125,715

$80

$250

$324,484 $162,242 $73,009 $54,854 25.9% 4.2% 15.3% 54.6% 100.0%

3.1

$30.50

$305

4,056.1 hrs. $162,242 $93,524 $70,267

SAY:

$1,125,700

$1,125,715

Page 155

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

ALBANY, NEW YORK

Revision:

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 4 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$91

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$543 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$226 $3,200 $317 $181 $407 $770

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$200.00

$200

$300.00

3.1250

$96

$300

3.1

$500.00

$500

230700

- Chilled water, 20" diameter (overhead) dented vinyl covering over pipe insulation

1 EA

$150.00

$150

$384.00

4.0000

$96

$384

4.0

$534.00

$534

230700

- High pressure steam (hps), 18" diameter

10 LF

$55.79

$558

$48.00

0.5000

$96

$480

5.0

$103.79

$1,038

230700

- Chilled water (chw), 6" diameter

20 LF

$12.20

$244

$15.36

0.1600

$96

$307

3.2

$27.56

$551

230700

- Drain pipe, 2" diameter

20 LF

$3.10

$62

$7.68

0.0800

$96

$154

1.6

$10.78

$216

230700

- Valves located near thermal expansion loop - exposed valves and pipe branches

50 LF

$20.00

$1,000

$33.60

0.3500

$96

$1,680

17.5

$53.60

$2,680

$3,305 $1,652 $744

34.4 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY

50.0% 15.0%

$2,214 on labor only $332

$1,652 $1,076

Page 156

CSI NUM

DESCRIPTION: ESCALATION

QUANT

UNIT

9.80%

MATERIAL UNIT TOTAL PRICE COST $250

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$5,192 $543 $2,795 $6,259 $14,790

UNIT PRICE

MAN HRS PER UNIT

35.1% 3.7% 18.9% 42.3% 100.0%

LABOR HRLY WAGE OR UNIT COST

TOTAL TOTAL COST HRS $559

TOTAL UNIT COST

M&L TOTAL COST $808

SAY:

$14,800

Page 157

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$47,058

BID AMOUNT

$598,357

ALTERNATES Amount

PROGRAM 5/8/2024 $551,299

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$551,299

$22,531

HVAC

$47,058

$2,018

LOW: HIGH:

$448,768 $837,700

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $9,388 $27,456 $11,265 $7,510 $37,551 $37,551 $3,755 $7,510

$704 /day

017716

Contract Closeout

3.0%

$11,265

012100

FIELD ORDER ALLOWANCE

6.0%

$22,531

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,000.00

$3,000

$4,500.00

56.2500

$80

$4,500

56.3

$7,500.00

$7,500

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck

11 SF

$125.00

$1,375

$380.00

4.7500

$80

$4,180

52.3

$505.00

$5,555

030131

- Concrete slab

129 SF

$110.00

$14,190

$315.00

3.9375

$80

$40,635

507.9

$425.00

$54,825

030131

- Stairs

6 SF

$110.00

$660

$315.00

3.9375

$80

$1,890

23.6

$425.00

$2,550

030131

- Concrete wall

71 SF

$110.00

$7,810

$315.00

3.9375

$80

$22,365

279.6

$425.00

$30,175

030131

Concrete crack repairs 79 LF

$55.00

$4,345

$125.00

1.5625

$80

$9,875

123.4

$180.00

$14,220

030131 030131

- Wide crack ( x >1/8") Concrete scaling (Large - x > 1/2" deep)

030131

- Stair

1 SF

$60.00

$60

$98.00

1.2250

$80

$98

1.2

$158.00

$158

030131

- Concrete wall

9 SF

$60.00

$540

$98.00

1.2250

$80

$882

11.0

$158.00

$1,422

Page 159

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

030131

Remove efflorescence

030131

- Concrete deck

40 SF

$35.00

$1,400

$66.00

0.8250

$80

$2,640

33.0

$101.00

$4,040

030131

- Concrete slab

410 SF

$30.00

$12,300

$55.00

0.6875

$80

$22,550

281.9

$85.00

$34,850

- Concrete wall

92 SF

$30.00

$2,760

$55.00

0.6875

$80

$5,060

63.3

$85.00

$7,820

2 SF

$110.00

$220

$315.00

3.9375

$80

$630

7.9

$425.00

$850

030131 030131

Miscellaneous repairs at water damaged areas (assume 10% of 20 SF)

DIVISION 4: MASONRY 040121

Remove and replace deteriorated brick

45 SF

$25.00

$1,125

$110.00

1.3750

$80

$4,950

61.9

$135.00

$6,075

040121

Clean brick of efflorescence

98 SF

$30.00

$2,940

$55.00

0.6875

$80

$5,390

67.4

$85.00

$8,330

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

1 SF

$200.00

$200

$800.00

10.0000

$80

$800

10.0

$1,000.00

$1,000

050000

Miscellaneous reinforcing of deteriorated steel beam per location (severe corrosion)

1 EA

$1,200.00

$1,200

$2,560.00

32.0000

$80

$2,560

32.0

$3,760.00

$3,760

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

8 SF

$200.00

$1,600

$800.00

10.0000

$80

$6,400

80.0

$1,000.00

$8,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

4 EA

$1,200.00

$4,800

$2,560.00

32.0000

$80

$10,240

128.0

$3,760.00

$15,040

050000

Replace missing bolts

3 EA

$25.00

$75

$80.00

1.0000

$80

$240

3.0

$105.00

$315

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

2 SF

$200.00

$400

$800.00

10.0000

$80

$1,600

20.0

$1,000.00

$2,000

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

30 LF

$5.50

$165

$25.00

0.3125

$80

$750

9.4

$30.50

$915

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated expansion joint material

Page 160

CSI NUM

079200

DESCRIPTION:

Remove and replace deteriorated joint sealant and backer rod

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

45 LF

MATERIAL UNIT TOTAL PRICE COST

$3.00

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$135

UNIT PRICE

$13.71

MAN HRS PER UNIT

0.1714

$67,550 on labor only $10,133 $7,613 $153,253 $22,531 $85,295 $290,220 $551,299

LABOR HRLY WAGE OR UNIT COST

$80

TOTAL COST

$617

$153,227 $76,613 $34,476 $25,903 27.8% 4.1% 15.5% 52.6% 100.0%

TOTAL UNIT COST

TOTAL HRS

7.7

$16.71

M&L TOTAL COST

$752

1,915.3 hrs. $76,613 $44,609 $33,516

SAY:

$551,300

$551,299

Page 161

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 5 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$336

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$2,018 $0 M&L TOTAL COST

Estimated By: J. Krull

UNIT

$841 $4,000 $1,177 $673 $1,514 $2,859

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$925.00

$925

$1,000.00

10.4167

$96

$1,000

10.4

$1,925.00

$1,925

230700

- High pressure steam (hps), 14" diameter (F and G lines)

150 LF

$44.63

$6,695

$38.40

0.4000

$96

$5,760

60.0

$83.03

$12,455

230700

- Chilled water (chw), 6" diameter

150 LF

$12.20

$1,830

$15.36

0.1600

$96

$2,304

24.0

$27.56

$4,134

230700

- Drain pipe, 2" diameter

150 LF

$3.10

$465

$7.68

0.0800

$96

$1,152

12.0

$10.78

$1,617

230700

- Steam valves, branch pipes

1 LS

$250.00

$250

$768.00

8.0000

$96

$768

8.0

$1,018.00

$1,018

$10,984 $5,492 $2,471 $1,857

114.4 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration

$10,165 on labor only $1,525 $1,146 $11,401

$5,492 $3,996 $3,002

24.2%

Page 162

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Allowance $2,018 Material Cost $12,835 Total Labor $20,804 Total Cost $47,058

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 4.3% 27.3% 44.2% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$47,100

Page 163

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$1,569

BID AMOUNT

$251,864

ALTERNATES Amount

PROGRAM 5/8/2024 $250,295

Mechanical P-1

(Phase) (date)

Description

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-1

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$250,295

$9,584

HVAC

$1,569

$36

ESTIMATE RANGE

LOW: HIGH:

$188,898 $352,609

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $3,994 $27,456 $4,792 $3,195 $15,974 $15,974 $1,597 $3,195

$704 /day

017716

Contract Closeout

3.0%

$4,792

012100

FIELD ORDER ALLOWANCE

6.0%

$9,584

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,000.00

$3,000

$4,500.00

56.2500

$80

$4,500

56.3

$7,500.00

$7,500

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth)

030131

- Concrete deck

2 SF

$125.00

$250

$380.00

4.7500

$80

$760

9.5

$505.00

$1,010

030131

- Concrete slab

1 SF

$110.00

$110

$315.00

3.9375

$80

$315

3.9

$425.00

$425

030131

- Concrete wall

26 SF

$110.00

$2,860

$315.00

3.9375

$80

$8,190

102.4

$425.00

$11,050

030131

Concrete crack repairs 23 LF

$55.00

$1,265

$125.00

1.5625

$80

$2,875

35.9

$180.00

$4,140

030131

- Wide crack ( x >1/8")

DIVISION 5: METALS 050000

STEEL COLUMNS

Page 165

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (severe corrosion)

27 SF

$200.00

$5,400

$800.00

10.0000

$80

$21,600

270.0

$1,000.00

$27,000

050000

Miscellaneous reinforcing of deteriorated steel column per location (severe corrosion)

5 EA

$1,200.00

$6,000

$2,560.00

32.0000

$80

$12,800

160.0

$3,760.00

$18,800

050000

Remove and replace base plate including temporary shoring

1 EA

$4,500.00

$4,500

$3,200.00

40.0000

$80

$3,200

40.0

$7,700.00

$7,700

050000

Replace missing bolts

14 EA

$25.00

$350

$80.00

1.0000

$80

$1,120

14.0

$105.00

$1,470

050000

METAL STAIRS

050000

Replace steel ladder

2 EA

$2,500.00

$5,000

$640.00

8.0000

$80

$1,280

16.0

$3,140.00

$6,280

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$61,015 $30,508 $13,728 $10,315

762.7 hrs.

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$34,985 on labor only $5,248 $3,943 $80,969 $9,584 $44,176 $115,565 $250,295

32.3% 3.8% 17.6% 46.2% 100.0%

$30,508 $18,976 $14,257

SAY:

$250,300

$250,295

Page 166

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

ALBANY, NEW YORK

Revision:

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 1 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$36 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$15 $800 $21 $12 $27 $51

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

1 LS

$25.00

$25

$96.00

1.0000

$96

1.0

$121.00

$121

- High pressure steam (hps), 14" diameter (G line)

3 LF

$44.63

$134

$38.40

0.4000

$96

$115

1.2

$83.03

$249

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$211 $106 $48 $36

2.2 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$159 on labor only $24 $18 $932 $36 $201 $400 $1,569

59.4% 2.3% 12.8% 25.5% 100.0%

$106 $71 $54

SAY:

$1,600

Page 167

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $836,710 $14,353 $13,947

BID AMOUNT

$865,009

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$836,710 $14,353 $13,947

$34,655 $1,056 $579

LOW: HIGH:

$648,757 $1,211,013

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 44 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $14,440 $30,976 $17,328 $11,552 $57,759 $57,759 $5,776 $11,552

$704 /day

017716

Contract Closeout

3.0%

$17,328

012100

FIELD ORDER ALLOWANCE

6.0%

$34,655

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,334.00

$3,334

$5,000.00

62.5000

$80

$5,000

62.5

$8,334.00

$8,334

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

1 SF

$98.00

$98

$330.00

4.1250

$80

$330

4.1

$428.00

$428

030131

- Concrete wall

1 SF

$85.00

$85

$275.00

3.4375

$80

$275

3.4

$360.00

$360

Page 169

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs

030131

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

1,033 LF

$45.00

$46,485

$115.00

1.4375

$80

$118,795

1,484.9

$160.00

$165,280

030131

- Concrete deck

11 SF

$45.00

$495

$80.00

1.0000

$80

$880

11.0

$125.00

$1,375

030131

- Concrete slab

208 SF

$45.00

$9,360

$80.00

1.0000

$80

$16,640

208.0

$125.00

$26,000

030131

- Concrete wall

4 SF

$45.00

$180

$80.00

1.0000

$80

$320

4.0

$125.00

$500

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete deck

23 SF

$58.00

$1,334

$108.00

1.3500

$80

$2,484

31.1

$166.00

$3,818

030131

- Concrete wall

37 SF

$50.00

$1,850

$90.00

1.1250

$80

$3,330

41.6

$140.00

$5,180

030131

Remove efflorescence

030131

- Concrete deck

450 SF

$35.00

$15,750

$66.00

0.8250

$80

$29,700

371.3

$101.00

$45,450

030131

- Concrete slab

385 SF

$30.00

$11,550

$55.00

0.6875

$80

$21,175

264.7

$85.00

$32,725

030131

- Concrete wall

226 SF

$30.00

$6,780

$55.00

0.6875

$80

$12,430

155.4

$85.00

$19,210

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

2 SF

$125.00

$250

$480.00

6.0000

$80

$960

12.0

$605.00

$1,210

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

6 SF

$150.00

$900

$640.00

8.0000

$80

$3,840

48.0

$790.00

$4,740

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

18 SF

$150.00

$2,700

$640.00

8.0000

$80

$11,520

144.0

$790.00

$14,220

050000

Reinforcing at chipped or bent flange (per location)

1 EA

$500.00

$500

$960.00

12.0000

$80

$960

12.0

$1,460.00

$1,460

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$233,014 $116,507 $52,428 $39,391

2,912.7 hrs.

50.0% 15.0% 9.80% General Conditions & Administration

$107,901 on labor only $16,185 $12,160 $224,468

$116,507 $68,613 $51,551

26.8%

Page 170

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Allowance $34,655 Material Cost $136,247 Total Labor $441,340 Total Cost $836,710

ESTIMATOR CHECK

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 4.1% 16.3% 52.7% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$836,700

$836,710

Page 171

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $176 $975 $0 $264 $1,320 $1,320 $176

$975 /day

017716

Contract Closeout

3.0%

$264

012100

FIELD ORDER ALLOWANCE

12.0%

$1,056

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Junction box - provide cover and conceal exposed wire

1 EA

260000

Provide replacement hangers at areas of corrosion, missing, or broken supports

1 ALLOW

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$50.00

$50

$420.00

4.0000

$105

$420

4.0

$470.00

$470

$1,250.00

$1,250

$3,360.00

32.0000

$105

$3,360

32.0

$4,610.00

$4,610

$3,780 $1,890 $851 $639

36.0 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$1,300 on labor only $195 $147 $4,495 $1,056 $1,642 $7,160 $14,353

31.3% 7.4% 11.4% 49.9% 100.0%

$1,890 $1,046 $786

SAY:

$14,400

Page 172

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$96

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$579 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$241 $1,600 $338 $193 $434 $820

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

1 LS

$280.00

$280

$280.00

2.9167

$96

$280

2.9

$560.00

$560

- High pressure steam (F-Line), 18" diameter

5 LF

$55.79

$279

$48.00

0.5000

$96

$240

2.5

$103.79

$519

230700

- Chilled water supply and return (chws and chwr), 6" diameter

20 LF

$12.20

$244

$15.36

0.1600

$96

$307

3.2

$27.56

$551

230700

- Chilled water supply and return (chws and chwr), 6" diameter

50 LF

$12.20

$610

$15.36

0.1600

$96

$768

8.0

$27.56

$1,378

230700

- High pressure steam (F-Line), 18" diameter

30 LF

$55.79

$1,674

$48.00

0.5000

$96

$1,440

15.0

$103.79

$3,114

$3,035 $1,518 $683

31.6 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY

50.0% 15.0%

$3,087 on labor only $463

$1,518 $1,146

Page 173

CSI NUM

DESCRIPTION: ESCALATION

QUANT

UNIT

9.80%

MATERIAL UNIT TOTAL PRICE COST $348

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$3,722 $579 $3,898 $5,749 $13,947

UNIT PRICE

MAN HRS PER UNIT

26.7% 4.1% 27.9% 41.2% 100.0%

LABOR HRLY WAGE OR UNIT COST

TOTAL TOTAL COST HRS $513

TOTAL UNIT COST

M&L TOTAL COST $861

SAY:

$13,900

$13,947

Page 174

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $998,969 $34,774 $30,157

BID AMOUNT

$1,063,900

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$998,969 $34,774 $30,157

$41,634 $2,668 $1,264

LOW: HIGH:

$797,925 $1,489,460

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $17,348 $30,976 $20,817 $13,878 $69,390 $69,390 $6,939 $13,878

$704 /day

017716

Contract Closeout

3.0%

$20,817

012100

FIELD ORDER ALLOWANCE

6.0%

$41,634

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,333.00

$3,333

$5,000.00

62.5000

$80

$5,000

62.5

$8,333.00

$8,333

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

8 SF

$98.00

$784

$330.00

4.1250

$80

$2,640

33.0

$428.00

$3,424

030131

- Stair

2 SF

$98.00

$196

$330.00

4.1250

$80

$660

8.3

$428.00

$856

10 SF

$65.00

$650

$200.00

2.5000

$80

$2,000

25.0

$265.00

$2,650

030131 030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep) - Concrete wall

Page 176

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs

030131

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

1,118 LF

$45.00

$50,310

$115.00

1.4375

$80

$128,570

1,607.1

$160.00

$178,880

030131

- Concrete pier foundation

5 SF

$45.00

$225

$80.00

1.0000

$80

$400

5.0

$125.00

$625

030131

- Concrete slab

392 SF

$45.00

$17,640

$80.00

1.0000

$80

$31,360

392.0

$125.00

$49,000

030131

- Concrete wall

29 SF

$45.00

$1,305

$80.00

1.0000

$80

$2,320

29.0

$125.00

$3,625

$300

$90.00

1.1250

$80

$540

6.8

$140.00

$840

030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete slab

6 SF

$50.00

030131

- Ramp

8 SF

$50.00

$400

$90.00

1.1250

$80

$720

9.0

$140.00

$1,120

030131

- Concrete wall

45 SF

$50.00

$2,250

$90.00

1.1250

$80

$4,050

50.6

$140.00

$6,300

13 SF

$60.00

$780

$98.00

1.2250

$80

$1,274

15.9

$158.00

$2,054

313 SF

$35.00

$10,955

$66.00

0.8250

$80

$20,658

258.2

$101.00

$31,613

9 SF

$30.00

$270

$55.00

0.6875

$80

$495

6.2

$85.00

$765

291 SF

$30.00

$8,730

$55.00

0.6875

$80

$16,005

200.1

$85.00

$24,735

030131 030131

Concrete scaling (Large - x > 1/2" deep) - Pier

030131

Remove efflorescence

030131

- Concrete deck

030131

- Concrete pier foundation

030131

- Concrete slab

030131

- Stair

31 SF

$30.00

$930

$55.00

0.6875

$80

$1,705

21.3

$85.00

$2,635

030131

- Ramp

14 SF

$30.00

$420

$55.00

0.6875

$80

$770

9.6

$85.00

$1,190

030131

- Concrete wall

340 SF

$30.00

$10,200

$55.00

0.6875

$80

$18,700

233.8

$85.00

$28,900

DIVISION 4: MASONRY 040121

Remove and replace deteriorated CMU block

17 SF

$25.00

$425

$80.00

1.0000

$80

$1,360

17.0

$105.00

$1,785

040121

Remove and replace deteriorated brick

3 SF

$25.00

$75

$110.00

1.3750

$80

$330

4.1

$135.00

$405

040121

Clean brick of efflorescence

39 SF

$30.00

$1,170

$55.00

0.6875

$80

$2,145

26.8

$85.00

$3,315

6 SF

$150.00

$900

$640.00

8.0000

$80

$3,840

48.0

$790.00

$4,740

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

050000

STEEL COLUMNS

Page 177

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

6 SF

$125.00

$750

$480.00

6.0000

$80

$2,880

36.0

$605.00

$3,630

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

41 SF

$150.00

$6,150

$640.00

8.0000

$80

$26,240

328.0

$790.00

$32,390

050000

Reinforcing at chipped or bent flange (per location)

1 EA

$500.00

$500

$960.00

12.0000

$80

$960

12.0

$1,460.00

$1,460

050000

Remove and replace deteriorated steel bracing (per location)

2 EA

$450.00

$900

$640.00

8.0000

$80

$1,280

16.0

$1,090.00

$2,180

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

35 LF

$3.00

$105

$13.71

0.1714

$80

$480

6.0

$16.71

$585

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated joint sealant and backer rod

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$126,903 on labor only $19,035 $14,302 $263,433 $41,634 $160,240 $533,662 $998,969

$281,757 $140,878 $63,395 $47,631 26.4% 4.2% 16.0% 53.4% 100.0%

3,522.0 hrs. $140,878 $82,431 $61,933

SAY:

$999,000

$998,969

Page 178

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 1 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $445 $975 $0 $667 $3,335 $3,335 $445

$975 /day

017716

Contract Closeout

3.0%

$667

012100

FIELD ORDER ALLOWANCE

12.0%

$2,668

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Junction box - provide cover and conceal exposed wire

3 EA

$50.00

$150

$420.00

4.0000

$105

$1,260

12.0

$470.00

$1,410

260000

Light fixture - remove and replace damaged / non-functional fixture

2 EA

$300.00

$600

$630.00

6.0000

$105

$1,260

12.0

$930.00

$1,860

260000

Conceal exposed wire between columns, at walls, and at ceiling level - including required removals

1 ALLOW

$1,750.00

$1,750

$3,360.00

32.0000

$105

$3,360

32.0

$5,110.00

$5,110

260000

Provide replacement hangers at areas of corrosion, missing, or broken supports

1 ALLOW

$1,250.00

$1,250

$3,360.00

32.0000

$105

$3,360

32.0

$4,610.00

$4,610

$9,240 $4,620 $2,079 $1,562

88.0 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$3,750 on labor only $563 $423 $9,869 $2,668 $4,735 $17,501 $34,774

28.4% 7.7% 13.6% 50.3% 100.0%

$4,620 $2,642 $1,985

SAY:

$34,800

Page 179

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 4 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$211

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

CSI NUM

DESCRIPTION:

QUANT

$1,264 $0 M&L TOTAL COST

Estimated By: J. Krull

UNIT

$526 $3,200 $737 $421 $948 $1,790

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$615.00

$615

$605.00

6.3021

$96

$605

6.3

$1,220.00

$1,220

230700

- High pressure steam (F and G Line), 18" diameter

50 LF

$55.79

$2,790

$48.00

0.5000

$96

$2,400

25.0

$103.79

$5,190

230700

- Chilled water (chw), 6" diameter

50 LF

$12.20

$610

$15.36

0.1600

$96

$768

8.0

$27.56

$1,378

230700

- Chilled water (chw), 20" diameter

50 LF

$42.00

$2,100

$41.90

0.4365

$96

$2,095

21.8

$83.90

$4,195

230700

- Chilled water (chw), 6" diameter

50 LF

$12.20

$610

$15.36

0.1600

$96

$768

8.0

$27.56

$1,378

$6,636 $3,318 $1,493 $1,122

69.1 hrs

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80% General Conditions & Administration

$6,725 on labor only $1,009 $758 $7,833

$3,318 $2,502 $1,880

26.0%

Page 180

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Allowance $1,264 Material Cost $8,491 Total Labor $12,569 Total Cost $30,157

ESTIMATOR CHECK

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 4.2% 28.2% 41.7% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$30,200

$30,157

Page 181

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $780,370 $4,340 $11,988

BID AMOUNT

$796,698

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2 Electrical P-2 Mechanical P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction Electrical HVAC

$780,370 $4,340 $11,988

$32,232 $189 $487

LOW: HIGH:

$597,524 $1,115,378

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $13,430 $30,976 $16,116 $10,744 $53,720 $53,720 $5,372 $10,744

$704 /day

017716

Contract Closeout

3.0%

$16,116

012100

FIELD ORDER ALLOWANCE

6.0%

$32,232

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$3,333.00

$3,333

$5,000.00

62.5000

$80

$5,000

62.5

$8,333.00

$8,333

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

6 SF

$98.00

$588

$330.00

4.1250

$80

$1,980

24.8

$428.00

$2,568

030131

- Concrete slab

1 SF

$85.00

$85

$275.00

3.4375

$80

$275

3.4

$360.00

$360

030131

- Concrete wall

109 SF

$85.00

$9,265

$275.00

3.4375

$80

$29,975

374.7

$360.00

$39,240

270 SF

$65.00

$17,550

$200.00

2.5000

$80

$54,000

675.0

$265.00

$71,550

030131 030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep) - Concrete wall

Page 183

CSI NUM 030131

DESCRIPTION:

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

030131

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs

030131

QUANT

- Concrete wall

581 LF

$45.00

$26,145

$115.00

1.4375

$80

$66,815

835.2

$160.00

$92,960

270 SF

$45.00

$12,150

$80.00

1.0000

$80

$21,600

270.0

$125.00

$33,750

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete slab

45 SF

$50.00

$2,250

$90.00

1.1250

$80

$4,050

50.6

$140.00

$6,300

030131

- Stair

7 SF

$50.00

$350

$90.00

1.1250

$80

$630

7.9

$140.00

$980

030131

- Concrete wall

28 SF

$50.00

$1,400

$90.00

1.1250

$80

$2,520

31.5

$140.00

$3,920

030131

Remove efflorescence

030131

- Concrete deck

47 SF

$35.00

$1,645

$66.00

0.8250

$80

$3,102

38.8

$101.00

$4,747

030131

- Concrete slab

81 SF

$30.00

$2,430

$55.00

0.6875

$80

$4,455

55.7

$85.00

$6,885

030131

- Stair

19 SF

$30.00

$570

$55.00

0.6875

$80

$1,045

13.1

$85.00

$1,615

030131

- Concrete wall

42 SF

$30.00

$1,260

$55.00

0.6875

$80

$2,310

28.9

$85.00

$3,570

2 SF

$25.00

$50

$110.00

1.3750

$80

$220

2.8

$135.00

$270

10 SF

$150.00

$1,500

$640.00

8.0000

$80

$6,400

80.0

$790.00

$7,900

DIVISION 4: MASONRY 040121

Remove and replace deteriorated brick

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

20 SF

$150.00

$3,000

$640.00

8.0000

$80

$12,800

160.0

$790.00

$15,800

050000

Replace missing bolts

1 EA

$25.00

$25

$80.00

1.0000

$80

1.0

$105.00

$105

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

1 SF

$200.00

$200

$800.00

10.0000

$80

$800

10.0

$1,000.00

$1,000

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Page 184

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 7: THERMAL AND MOISTURE PROTECTION 079200

Remove and replace deteriorated joint sealant and backer rod

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

74 LF

$3.00

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

ESTIMATOR CHECK

$222

$13.71

0.1714

$90,268 on labor only $13,540 $10,173 $210,938 $32,232 $113,981 $423,219 $780,370

27.0% 4.1% 14.6% 54.2% 100.0%

$80

$1,015

12.7

$16.71

$223,447 $111,723 $50,275 $37,774

2,793.1 hrs.

$1,237

$111,723 $63,816 $47,947

SAY:

$780,400

$780,370

Page 185

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.0% SUPERVISION 2 days Permits 0.0% Insurance 3.0% Home Office Overhead 15.0% Profit 15.0% Equipment 2.0%

Project No.:

ELECTRIC 1

Estimated By: J. DiRienzo

SE-332-E

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $31 $1,950 $0 $47 $236 $236 $31

$975 /day

017716

Contract Closeout

3.0%

$47

012100

FIELD ORDER ALLOWANCE

12.0%

$189

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 26: ELECTRICAL 260000

Light fixture - remove and replace damaged / non-functional fixture

1 EA

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

50.0% 15.0% 9.80%

$300.00

General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$300

$630.00

6.0000

$300 on labor only $45 $34 $2,579 $189 $379 $1,193 $4,340

59.4% 4.3% 8.7% 27.5% 100.0%

$105

$630

6.0

$930.00

$630 $315 $142 $107

6.0 hrs

$930

$315 $187 $140

SAY:

$4,300

Page 186

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$81

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$487 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$203 $1,600 $284 $162 $365 $690

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

1 LS

$240.00

$240

$230.00

2.3958

$96

$230

2.4

$470.00

$470

230700

- Drain pipe, 2" diameter

50 LF

$3.10

$155

$7.68

0.0800

$96

$384

4.0

$10.78

$539

230700

- High pressure steam (hps), 14" diameter (F and G lines)

50 LF

$44.63

$2,232

$38.40

0.4000

$96

$1,920

20.0

$83.03

$4,152

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$2,534 $1,267 $570 $428

26.4 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$2,627 on labor only $394 $296 $3,386 $487 $3,316 $4,800 $11,988

28.2% 4.1% 27.7% 40.0% 100.0%

$1,267 $964 $724

SAY:

$12,000

Page 187

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

ESTIMATOR CHECK

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

$11,988

Page 188

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $660,158

BID AMOUNT

$660,158

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2028; COMPLETION APRIL 2030; MID-POINT SEPTEMBER 2029. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-2

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$660,158

$23,095

LOW: HIGH:

$495,118 $924,221

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

ALBANY, NEW YORK

CHA CONSULTING INC. REHAB

Revision:

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 175 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

SE-332-C

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $9,623 $123,200 $11,547 $7,698 $38,492 $38,492 $3,849 $7,698

$704 /day

017716

Contract Closeout

3.0%

$11,547

012100

FIELD ORDER ALLOWANCE

6.0%

$23,095

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131 030131 030131

Concrete spall repair - Large Spall ( x > 12"dia, any depth) - Concrete wall

19 SF

$110.00

$2,090

$315.00

3.9375

$80

$5,985

74.8

$425.00

$8,075

Concrete spall repair - Medium Spall (6"< x <12"dia, x < 2" deep)

030131

- Concrete deck

2 SF

$98.00

$196

$330.00

4.1250

$80

$660

8.3

$428.00

$856

030131

- Concrete slab

3 SF

$85.00

$255

$275.00

3.4375

$80

$825

10.3

$360.00

$1,080

- Concrete stair

10 SF

$85.00

$850

$275.00

3.4375

$80

$2,750

34.4

$360.00

$3,600

030131

- Concrete wall

78 SF

$85.00

$6,630

$275.00

3.4375

$80

$21,450

268.1

$360.00

$28,080

Page 190

CSI NUM 030131 030131 030131 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs - Medium crack (1/16"< x < 1/8")

538 LF

$45.00

$24,210

$115.00

1.4375

$80

$61,870

773.4

$160.00

$86,080

- Wide crack ( x >1/8")

16 LF

$55.00

$880

$125.00

1.5625

$80

$2,000

25.0

$180.00

$2,880

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep)

030131

- Concrete deck

3 SF

$58.00

$174

$108.00

1.3500

$80

$324

4.1

$166.00

$498

030131

- Concrete slab

57 SF

$50.00

$2,850

$90.00

1.1250

$80

$5,130

64.1

$140.00

$7,980

030131

- Concrete wall

1 SF

$50.00

$50

$90.00

1.1250

$80

$90

1.1

$140.00

$140

030131

Remove efflorescence

030131

- Concrete deck

303 SF

$35.00

$10,605

$66.00

0.8250

$80

$19,998

250.0

$101.00

$30,603

030131

- Concrete slab

340 SF

$30.00

$10,200

$55.00

0.6875

$80

$18,700

233.8

$85.00

$28,900

030131

- Concrete wall

26 SF

$30.00

$780

$55.00

0.6875

$80

$1,430

17.9

$85.00

$2,210

DIVISION 4: MASONRY 040121

Remove and replace deteriorated brick

4 SF

$25.00

$100

$110.00

1.3750

$80

$440

5.5

$135.00

$540

040121

Clean brick of efflorescence

6 SF

$30.00

$180

$55.00

0.6875

$80

$330

4.1

$85.00

$510

2 SF

$150.00

$300

$640.00

8.0000

$80

$1,280

16.0

$790.00

$1,580

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (moderate corrosion)

12 SF

$150.00

$1,800

$640.00

8.0000

$80

$7,680

96.0

$790.00

$9,480

050000

Replace steel ladder

1 EA

$2,500.00

$2,500

$640.00

8.0000

$80

$640

8.0

$3,140.00

$3,140

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$155,957 $77,979 $35,090 $26,365

1,949.5 hrs.

50.0% 15.0% 9.80% General Conditions & Administration Allowance

$70,900 on labor only $10,635 $7,990 $252,147 $23,095

$77,979 $45,725 $34,355

38.2% 3.5%

Page 191

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Material Cost $89,525 Total Labor $295,390 Total Cost $660,158

ESTIMATOR CHECK

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 13.6% 44.7% 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

SAY:

M&L TOTAL COST

$660,200

$660,158

Page 192

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$12,961

BID AMOUNT

$746,416

ALTERNATES Amount

PROGRAM 5/8/2024 $733,455

Mechanical P-3

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-3

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$733,455

$29,154

HVAC

$12,961

$533

LOW: HIGH:

$559,812 $1,044,983

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

ALBANY, NEW YORK ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds 2.5% SUPERVISION 79 days Permits 3.0% Insurance 2.0% Home Office Overhead 10.0% Profit 10.0% Equipment 1.0% Mobilization/Demobilization 2.0%

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $12,148 $55,616 $14,577 $9,718 $48,591 $48,591 $4,859 $9,718

$704 /day

017716

Contract Closeout

3.0%

$14,577

012100

FIELD ORDER ALLOWANCE

6.0%

$29,154

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$1,250.00

$1,250

$2,750.00

34.3750

$80

$2,750

34.4

$4,000.00

$4,000

$65.00

$195

$200.00

2.5000

$80

$600

7.5

$265.00

$795

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131 030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep) - Concrete wall

3 SF

Page 194

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

030131

- Medium crack (1/16"< x < 1/8")

030131

Concrete scaling (Light - x < 1/4" deep)

1,350 LF

$30.00

$40,500

$95.00

1.1875

$80

$128,250

1,603.1

$125.00

$168,750

6 LF

$45.00

$270

$115.00

1.4375

$80

$690

8.6

$160.00

$960

030131

- Concrete deck

33 SF

$45.00

$1,485

$80.00

1.0000

$80

$2,640

33.0

$125.00

$4,125

030131

- Concrete pier foundation

2 SF

$45.00

$90

$80.00

1.0000

$80

$160

2.0

$125.00

$250

030131

- Concrete slab

241 SF

$45.00

$10,845

$80.00

1.0000

$80

$19,280

241.0

$125.00

$30,125

030131

- Concrete wall

53 SF

$45.00

$2,385

$80.00

1.0000

$80

$4,240

53.0

$125.00

$6,625

030131

Remove efflorescence

030131

- Concrete deck

38 SF

$30.00

$1,140

$55.00

0.6875

$80

$2,090

26.1

$85.00

$3,230

030131

- Concrete wall

223 SF

$30.00

$6,690

$55.00

0.6875

$80

$12,265

153.3

$85.00

$18,955

10 SF

$125.00

$1,250

$480.00

6.0000

$80

$4,800

60.0

$605.00

$6,050

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

43 SF

$125.00

$5,375

$480.00

6.0000

$80

$20,640

258.0

$605.00

$26,015

050000

Remove and replace deteriorated steel bracing (per location)

1 EA

$1,000.00

$1,000

$1,280.00

16.0000

$80

$1,280

16.0

$2,280.00

$2,280

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$204,060 $102,030 $45,914 $34,496

2,550.8 hrs.

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$78,725 on labor only $11,809 $8,872 $218,394 $29,154 $99,406 $386,500 $733,455

29.8% 4.0% 13.6% 52.7% 100.0%

$102,030 $57,722 $43,369

SAY:

$733,500

Page 195

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

Revision:

ALBANY, NEW YORK

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$89

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$533 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$222 $1,600 $311 $178 $399 $754

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL)

230700

1 LS

$280.00

$280

$240.00

2.5000

$96

$240

2.5

$520.00

$520

- High pressure steam (F and G Line), 18" diameter

50 LF

$55.79

$2,790

$48.00

0.5000

$96

$2,400

25.0

$103.79

$5,190

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$2,640 $1,320 $594 $446

27.5 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$3,070 on labor only $460 $346 $3,553 $533 $3,876 $5,000 $12,961

27.4% 4.1% 29.9% 38.6% 100.0%

$1,320 $1,054 $792

SAY:

$13,000

Page 196

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF

$12,961

BID AMOUNT

$950,412

ALTERNATES Amount

PROGRAM 5/8/2024 $937,450

Mechanical P-3

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT Bldg $/sf

BUILDING COSTS Construction P-3

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$937,450

$37,928

HVAC

$12,961

$533

LOW: HIGH:

$712,809 $1,330,576

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $15,803 $55,616 $18,964 $12,643 $63,214 $63,214 $6,321 $12,643

$704 /day

017716

Contract Closeout

3.0%

$18,964

012100

FIELD ORDER ALLOWANCE

6.0%

$37,928

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

$2,500.00

$2,500

$5,500.00

68.7500

$80

$5,500

68.8

$8,000.00

$8,000

$65.00

$15,275

$200.00

2.5000

$80

$47,000

587.5

$265.00

$62,275

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 1: GENERAL REQUIREMENTS 028213

ASBESTOS ABATEMENT

028213

Unidentified hazardous materials abatement

1 ALLOW

DIVISION 3: CONCRETE 030131 030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep) - Concrete wall

235 SF

Page 198

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

1,551 LF

$30.00

$46,530

$95.00

1.1875

$80

$147,345

1,841.8

$125.00

$193,875

030131

- Medium crack (1/16"< x < 1/8")

53 LF

$45.00

$2,385

$115.00

1.4375

$80

$6,095

76.2

$160.00

$8,480

- Wide crack ( x >1/8")

11 LF

$55.00

$605

$125.00

1.5625

$80

$1,375

17.2

$180.00

$1,980

030131 030131

Concrete scaling (Light - x < 1/4" deep)

030131

- Concrete deck

35 SF

$45.00

$1,575

$80.00

1.0000

$80

$2,800

35.0

$125.00

$4,375

030131

- Concrete pier foundation

5 SF

$45.00

$225

$80.00

1.0000

$80

$400

5.0

$125.00

$625

030131

- Concrete slab

181 SF

$45.00

$8,145

$80.00

1.0000

$80

$14,480

181.0

$125.00

$22,625

030131

- Concrete wall

120 SF

$45.00

$5,400

$80.00

1.0000

$80

$9,600

120.0

$125.00

$15,000

13 SF

$25.00

$325

$80.00

1.0000

$80

$1,040

13.0

$105.00

$1,365

8 SF

$125.00

$1,000

$480.00

6.0000

$80

$3,840

48.0

$605.00

$4,840

39 SF

$125.00

$4,875

$480.00

6.0000

$80

$18,720

234.0

$605.00

$23,595

DIVISION 4: MASONRY 040121

Remove and replace deteriorated brick

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

METAL STAIRS

050000

Remove and replace deteriorated steel bracing (per location)

4 EA

$1,000.00

$4,000

$1,280.00

16.0000

$80

$5,120

64.0

$2,280.00

$9,120

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$267,690 $133,845 $60,230 $45,253

3,346.1 hrs.

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor

$99,090 on labor only $14,864 $11,167 $267,383 $37,928 $125,121 $507,018

$133,845 $75,094 $56,420

28.5% 4.0% 13.3% 54.1%

Page 199

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST Total Cost $937,450

UNIT PRICE

LABOR MAN HRS HRLY WAGE PER UNIT OR UNIT COST 100.0%

TOTAL COST

TOTAL HRS

TOTAL UNIT COST SAY:

M&L TOTAL COST $937,500

Page 200

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

EVALUATE UTILITY TUNNELS

To:

CHA CONSULTING INC.

Project No.:

SE-332-H

EMPIRE STATE PLAZA

Trade:

HVAC

Date:

5/8/2024

EMPIRE STATE PLAZA

New/Rehab:

REHAB

Phase:

PROGRAM

ALBANY, NEW YORK

Revision:

Client Agency:

OGS

Prepared By:

Trophy Point, LLC

ALBANY COUNTY DIV 1. GENERAL CONDITIONS & ADMINISTRATION Bonds SUPERVISION Permits Insurance Home Office Overhead Profit

2.5% 2 days 3.5% 2.0% 4.5% 8.5%

017716

Contract Closeout

1.0%

$89

012100

FIELD ORDER ALLOWANCE Other Allowance (describe)

6.0% 0.0%

$533 $0

CSI NUM

DESCRIPTION:

QUANT

Estimated By: J. Krull

UNIT

$222 $1,600 $311 $178 $399 $754

$800 /day

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

DIVISION 23: MECHANICAL

230553

LABELLING AND IDENTIFICATION

230553

Labelling and identification

230700

INSULATION / RE-INSULATION

230700 230700

1 LS

$280.00

$280

$240.00

2.5000

$96

$240

2.5

$520.00

$520

Remove insulation / re-insulation - for sections of tunnel piping ( P-1 COLD TUNNEL) - High pressure steam (F and G Line), 18" diameter

50 LF

$55.79

$2,790

$48.00

0.5000

$96

$2,400

25.0

$103.79

$5,190

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$2,640 $1,320 $594 $446

27.5 hrs

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$3,070 on labor only $460 $346 $3,553 $533 $3,876 $5,000 $12,961

27.4% 4.1% 29.9% 38.6% 100.0%

$1,320 $1,054 $792

SAY:

$13,000

Page 201

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $2,130,399

BID AMOUNT

$2,130,399

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$2,130,399

$89,238

LOW: HIGH:

$1,597,799 $2,982,559

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $37,182 $55,616 $44,619 $29,746 $148,730 $148,730 $14,873 $29,746

$704 /day

017716

Contract Closeout

3.0%

$44,619

012100

FIELD ORDER ALLOWANCE

6.0%

$89,238

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Beams

4 SF

$65.00

$260

$200.00

2.5000

$80

$800

10.0

$265.00

$1,060

030131

- Concrete deck

58 SF

$65.00

$3,770

$200.00

2.5000

$80

$11,600

145.0

$265.00

$15,370

030131

- Stairs

40 SF

$65.00

$2,600

$200.00

2.5000

$80

$8,000

100.0

$265.00

$10,600

030131

- Concrete wall

1,639 SF

$65.00

$106,535

$200.00

2.5000

$80

$327,800

4,097.5

$265.00

$434,335

Page 203

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

1,224 LF

$30.00

$36,720

$95.00

1.1875

$80

$116,280

1,453.5

$125.00

$153,000

030131

- Medium crack (1/16"< x < 1/8")

48 LF

$45.00

$2,160

$115.00

1.4375

$80

$5,520

69.0

$160.00

$7,680

030131

Concrete scaling (Light - x < 1/4" deep) 241 SF

$45.00

$10,845

$80.00

1.0000

$80

$19,280

241.0

$125.00

$30,125

8 SF

$45.00

$360

$80.00

1.0000

$80

$640

8.0

$125.00

$1,000

1,123 SF

$45.00

$50,535

$80.00

1.0000

$80

$89,840

1,123.0

$125.00

$140,375

030131

- Concrete deck

030131

- Concrete pier foundation

030131

- Concrete slab

030131

- Stair

33 SF

$45.00

$1,485

$80.00

1.0000

$80

$2,640

33.0

$125.00

$4,125

030131

- Concrete wall

90 SF

$45.00

$4,050

$80.00

1.0000

$80

$7,200

90.0

$125.00

$11,250

13 SF

$50.00

$650

$90.00

1.1250

$80

$1,170

14.6

$140.00

$1,820

030131 030131

Concrete scaling - Medium Scaling ( 1/4"< x <1/2" deep) - Stair

030131

Remove efflorescence

030131

- Concrete slab

34 SF

$30.00

$1,020

$55.00

0.6875

$80

$1,870

23.4

$85.00

$2,890

030131

- Concrete wall

54 SF

$30.00

$1,620

$55.00

0.6875

$80

$2,970

37.1

$85.00

$4,590

DIVISION 4: MASONRY 040121

Remove and replace deteriorated brick

4 SF

$25.00

$100

$80.00

1.0000

$80

$320

4.0

$105.00

$420

040121

Clean brick of efflorescence

50 SF

$30.00

$1,500

$55.00

0.6875

$80

$2,750

34.4

$85.00

$4,250

9 SF

$125.00

$1,125

$480.00

6.0000

$80

$4,320

54.0

$605.00

$5,445

41 SF

$125.00

$5,125

$480.00

6.0000

$80

$19,680

246.0

$605.00

$24,805

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

METAL STAIRS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (light corrosion)

1 SF

$100.00

$100

$320.00

4.0000

$80

$320

4.0

$420.00

$420

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Page 204

CSI NUM

DESCRIPTION:

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

UNIT PRICE

MAN HRS PER UNIT

$236,810 on labor only $35,522 $26,688 $553,861 $89,238 $299,020 $1,188,280 $2,130,399

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

$627,375 $313,688 $141,159 $106,058 26.0% 4.2% 14.0% 55.8% 100.0%

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

7,842.2 hrs. $313,688 $176,681 $132,746

SAY:

$2,130,400

Page 205

ESTIMATE SUMMARY/HISTORY

Project No.:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA EMPIRE STATE PLAZA ALBANY, NEW YORK ALBANY COUNTY

TO: BASE / ALT: TP Project No:

BUILDING GSF Bldg $/sf

PROGRAM 5/8/2024 $1,749,746

BID AMOUNT

$1,749,746

PREVIOUS (Phase) (date)

(Phase) (date)

Description

COMMENTS AND REFERENCES: - BASED ON CHA CONSULTING INC. PROGRAM DOCUMENTS DATED 03/26/2024, RECEIVED ON 03/26/2024. - NEW YORK STATE PREVAILING WAGE RATES FOR ALBANY COUNTY. - CONSTRUCTION START APRIL 2031; COMPLETION FEBRUARY 2034; MID-POINT MARCH 2033. - INCLUDES A PREMIUM FOR A CONDENSED CONSTRUCTION SCHEDULE - NORMAL WORKING HOURS AND CONDITIONS; EXCLUDES ANY PREMIUMS FOR A CONDENSED CONSTRUCTION SCHEDULE. - MULTIPLE PRIME CONTRACTS (COMPETITIVELY BID). - ENTIRE PROJECT BID AT ONE TIME. - PROJECT WILL BE PHASED OVER A 10 YEAR PERIOD. EXCLUSIONS: - SOFT COSTS (DESIGN FEES, ETC.) - CONSTRUCTION CONTINGENCY (OWNER CHANGE ORDER RESERVE) - CONSTRUCTION MANAGER FEES, MARKUPS OR GENERAL CONDITIONS - PROJECT LABOR AGREEMENTS - PLUMBING AND FIRE PROTECTION

BDC 178 Rev07

SE-332

Date: 5/8/2024 Phase: PROGRAM Client Agency: OGS Prepared By: TROPHY POINT, LLC Revision: 1

23-0795a-0447

CURRENT

BUILDING COSTS Construction P-3

ALTERNATES Amount

CHA CONSULTING INC.

CURRENT ESTIMATE SUMMARY ESTIMATED

FIELD ORDER

BID PACKAGE

BID AMOUNT

ALLOWANCE

Construction

$1,749,746

$72,866

LOW: HIGH:

$1,312,310 $2,449,644

ESTIMATE RANGE

EFile:V:\DesignAndConstr\Pxxxxx\30_DesignPhase\57_Estimates

Design and Construction AN ISO 9001:2008 CERTIFIED ORGANIZATION Cost Management, 35th Floor, Corning Tower The Governor Nelson A. Rockefeller Empire State Plaza Albany, New York 12242

ESTIMATE FORM

Phone: (518) 474-6604

To:

EVALUATE UTILITY TUNNELS EMPIRE STATE PLAZA

Trade:

EMPIRE STATE PLAZA

New/Rehab:

CHA CONSULTING INC. REHAB

Revision:

Project No.:

CONSTRUCTION 1

Estimated By: D. Lizak

SE-332-C

Date:

5/8/2024

Phase:

PROGRAM

Client Agency:

OGS

Prepared By:

Trophy Point, LLC $30,361 $55,616 $36,433 $24,289 $121,443 $121,443 $12,144 $24,289

$704 /day

017716

Contract Closeout

3.0%

$36,433

012100

FIELD ORDER ALLOWANCE

6.0%

$72,866

CSI NUM

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL HRS

TOTAL UNIT COST

M&L TOTAL COST

DIVISION 3: CONCRETE 030131

Concrete spall repair - Small Spall (x <6"dia, x < 1" deep)

030131

- Concrete deck

10 SF

$65.00

$650

$200.00

2.5000

$80

$2,000

25.0

$265.00

$2,650

030131

- Concrete wall

1,514 SF

$65.00

$98,410

$200.00

2.5000

$80

$302,800

3,785.0

$265.00

$401,210

Page 207

CSI NUM 030131

DESCRIPTION:

QUANT

UNIT

MATERIAL UNIT TOTAL PRICE COST

UNIT PRICE

MAN HRS PER UNIT

LABOR HRLY WAGE OR UNIT COST

TOTAL COST

TOTAL UNIT COST

TOTAL HRS

M&L TOTAL COST

Concrete crack repairs

030131

- Fine crack ( 1/32"< x < 1/16")

030131

Concrete scaling (Light - x < 1/4" deep)

1,119 LF

$30.00

$33,570

$95.00

1.1875

$80

$106,305

1,328.8

$125.00

$139,875

106 SF

$45.00

$4,770

$80.00

1.0000

$80

$8,480

106.0

$125.00

$13,250

1 SF

$45.00

$45

$80.00

1.0000

$80

1.0

$125.00

$125

030131

- Concrete deck

030131

- Concrete pier foundation

030131

- Concrete slab

652 SF

$45.00

$29,340

$80.00

1.0000

$80

$52,160

652.0

$125.00

$81,500

030131

- Stair

45 SF

$45.00

$2,025

$80.00

1.0000

$80

$3,600

45.0

$125.00

$5,625

030131

- Concrete wall

153 SF

$45.00

$6,885

$80.00

1.0000

$80

$12,240

153.0

$125.00

$19,125

030131

Remove efflorescence

030131

- Concrete slab

74 SF

$30.00

$2,220

$55.00

0.6875

$80

$4,070

50.9

$85.00

$6,290

030131

- Stair

1 SF

$30.00

$30

$55.00

0.6875

$80

$55

0.7

$85.00

$85

030131

- Concrete wall

116 SF

$30.00

$3,480

$55.00

0.6875

$80

$6,380

79.8

$85.00

$9,860

6 SF

$125.00

$750

$480.00

6.0000

$80

$2,880

36.0

$605.00

$3,630

DIVISION 5: METALS 050000

STEEL BEAMS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

050000

STEEL COLUMNS

050000

Mechanically remove corrosion and coat with corrosion inhibiting paint (minor corrosion)

18 SF

$125.00

$2,250

$480.00

6.0000

$80

$8,640

108.0

$605.00

$10,890

050000

Tunnel ventilation to accommodate welding, painting etc.

1 LS

$6,250.00

$6,250

$4,375.00

54.6875

$80

$4,375

54.7

$10,625.00

$10,625

Subtotals LOGISTICS DESIGN CONTINGENCY ESCALATION

$514,065 $257,033 $115,665 $86,903

6,425.8 hrs.

50.0% 15.0% 9.80% General Conditions & Administration Allowance Material Cost Total Labor Total Cost

$190,675 on labor only $28,601 $21,489 $462,450 $72,866 $240,765 $973,665 $1,749,746

26.4% 4.2% 13.8% 55.6% 100.0%

$257,033 $144,266 $108,392

SAY:

$1,749,700

Page 208

Project No. SE332

-249-

Appendix 2: Structural Detailed Findings

May 17, 2024

1 2

4 5

77 76 73

60 57 58

63 62

Dat eSav ed:2/ 15/ 2024• Aut hor :E. But t er f i el d

23 24

33 49

1 1

43 51

46 47 48

39 42

OGS Cold Tunnel Structural Section Maps Utility Tunnel Evaluation

Scale 1" = 280'

CHA Project No. 080577

Image Courtesy of the NYS Office of Information Technology Services, GIS Program Office Photo Date: 2021

Project No. SE332

-251-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Pier Foundation Concrete Roof Deck Steel Column Concrete Slab-On-Ground

57 SF 6 LF 48 LF 4 SF 2 5 SF 30 SF 6 SF 4 LF 2 SF 22 LF 1 SF 1 SF 3 SF 41 LF 50 LF 17 SF 5 SF 4 LF 2 SF 49 LF 10 LF 2 SF 80 SF 13 SF 1 SF 2 SF 80 SF 1 SF 1 SF

S-1 S-2

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Water Damage Wide Crack Medium Crack Severe Corrosion Missing bolts and/or Loose Nuts Large Scaling Efflorescence Large Spall Medium Crack Large Spall Medium Crack Damaged Grout Moderate Corrosion Light Scaling Fine Crack Fine Crack Light Scaling Small Spall Medium Crack Medium Scaling Fine Crack Medium Crack Medium Spall Efflorescence Light Scaling Small Spall Medium Spall Efflorescence Minor Corrosion Minor Corrosion

Concrete Pier Foundation Concrete Wall Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Pier Foundation

Concrete Wall

Concrete Column Concrete Beam Concrete Roof Deck Steel Column Metal Stair

S-3

Project No. SE332

-252-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Steel Column Concrete Beam Concrete Pier Foundation Concrete Slab-On-Ground

Medium Crack Wide Crack Large Spall Missing Bolts Medium Crack Fine Crack Medium Spall Efflorescence Medium Crack Wide Crack Efflorescence Moderate Corrosion Light Scaling Efflorescence Small Spall Light Scaling Light Scaling Fine Crack Fine Crack Minor Corrosion Minor Corrosion Bent Flange

10 LF 2 LF 218 SF 1 16 LF 17 LF 1 SF 34 SF 147 LF 20 LF 38 SF 1 SF 1 SF 42 SF 8 SF 37 SF 8 SF 12 LF 68 LF 35 SF 4 SF 1

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Beam Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Metal Stair Steel Column

PHOTO NO.

S-4 S-5

Project No. SE332

-253-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Medium Crack Large Spall Light Scaling Large Spall Efflorescence Medium Scaling Moderate Corrosion Fine Crack

60 LF 5 SF 28 SF 9 SF 255 SF 270 SF 1 SF 8 LF

Bent Flange Minor Corrosion

1 LF 5 SF

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Concrete Pier Foundation Steel Column

PHOTO NO.

S-6 S-7

Project No. SE332

-254-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground

Large Spall

10 SF

Concrete Wall Expansion Joint

Efflorescence Wide Crack Deteriorated Expansion Joint

240 SF 12 LF 15 LF

Steel Beam

Moderate Corrosion

1 SF

Steel Column

Minor Corrosion

5 SF

Concrete Roof Deck Concrete Slab-On-Ground

Efflorescence Medium Crack

72 SF 12 LF

Concrete Pier Foundation

Small Spall

1 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

PHOTO NO.

Project No. SE332

-255-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground

Large Spall

168 SF

S-8

Concrete Wall

Wide Crack

25 LF

S-9

Steel Column

Bent Base Plate

S-10

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation Concrete Slab-On-Ground

Medium Crack Large Scaling Medium Crack

10 LF 19 SF 33 LF

Concrete Wall

Medium Crack

16 LF

Steel Column

Minor Corrosion

4 SF

Concrete Roof Deck

Fine Crack

16 LF

Concrete Slab-On-Ground

Efflorescence

180 SF

Concrete Wall

Efflorescence

250 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Project No. SE332

-256-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation

Medium Spall

10 SF

S-11

Concrete Slab-On-Ground

Large Spall Medium Scaling Wide Crack Wide Crack Medium Crack Large Spall Moderate Corrosion

41 SF 12 SF 5 LF 19 LF 35 LF 2 SF 1 SF

Concrete Slab-On-Ground

Fine Crack Efflorescence Fine Crack

3 LF 3 SF 5 LF

Concrete Wall

Efflorescence

115 SF

Metal Stair

Minor Corrosion

7 SF

Steel Column

Minor Corrosion

5 SF

Concrete Wall

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

S-12

Project No. SE332

-257-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Concrete Pier Foundation

Large Spall Medium Crack Fine Crack Large Spall

4 SF 30 LF 5 LF 2 SF

Concrete Slab-On-Ground

Medium Spall

4 SF

Concrete Wall

Concrete Pier Foundation

Large Spall Medium Spall Medium Crack Efflorescence Minor Corrosion Moderate Corrosion Small Spall

8 SF 20 SF 10 LF 50 SF 5 SF 2 SF 2 SF

Steel Beam

Minor Corrosion

3 SF

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

PHOTO NO.

Project No. SE332

-258-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Metal Stair Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Large Spall Large Spall Large Spall Missing Weld Medium Crack Medium Scaling Large Spall Wide Crack Medium Spall Efflorescence Moderate Corrosion Damaged Grout Fine Crack Fine Crack Minor Corrosion Minor Corrosion

36 SF 20 SF 140 SF 1 60 LF 30 SF 16 SF 30 LF 25 SF 10 SF 2 SF 9SF 6 LF 30 LF 12 SF 7 SF

S-13

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

S-14 S-15

S-16

Project No. SE332

-259-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation

Large Spall Wide Crack Large Scaling Large Spall Severe Corrosion Medium Crack Medium Spall

1 SF 5 LF 2 SF 64 SF 8 SF 100 LF 4 SF

S-17

Medium Crack Bent Baseplate Damaged Grout Moderate Corrosion Efflorescence Light Scaling Medium Scaling Medium Crack Fine Crack Large Spall Light Scaling Light Scaling Efflorescence Fine Crack

95 LF 2 2 SF 6 SF 114 SF 4 SF 1 SF 47 SF 50 LF 52 SF 75 SF 20 SF 5 SF 95 LF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Column Concrete Roof Deck Concrete Wall Steel Column

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

Project No. SE332

-260-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Beam Concrete Roof Deck Concrete Masonry Unit Wall Concrete Pier Foundation Concrete Slab-On-Ground

Large Spall Large Spall Wide Crack Large Spall Large Spall Water Damage Large Spall Severe Corrosion Severe Corrosion Medium Spall Medium Crack Medium Crack Medium Spall Medium Crack Medium Spall Small Spall Small Spall Bent Flange Damaged Grout Moderate Corrosion Moderate Corrosion Light Scaling Light Scaling Efflorescence Light Scaling Small Spall Fine Crack Small Spall Fine Crack Light Scaling

5 SF 10 SF 2 LF 2 SF 20 SF 35 SF 10 SF 1 SF 1 SF 1 SF 2 LF 27 LF 6 SF 10 LF 1 SF 5 SF 15 SF 1 1 2 SF 20 SF 3 SF 3 SF 5 SF 2 SF 3 SF 3 LF 1 SF 53 LF 66 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall Steel Beam Steel Column Concrete Column Concrete Roof Deck Concrete Masonry Unit Wall Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Wall Framing Concrete Beam Concrete Column Concrete Roof Deck Concrete Masonry Unit Wall Concrete Pier Foundation Concrete Slab-On-Ground

PHOTO NO.

S-18

Project No. SE332

-261-

Concrete Wall 10 cont.

P3 cont. Concrete Wall cont. Steel Beam Steel Column

May 17, 2024

Fine Crack Medium Crack Light Scaling Efflorescence Minor Corrosion Minor Corrosion

48 LF 48 LF 1 SF 3 SF 2 SF 10 SF

Project No. SE332

-262-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Wall

Large Scaling Wide Crack Large Spall Severe Corrosion Severe Corrosion Damaged Grout Bent Baseplate Medium Scaling Medium Crack Efflorescence Efflorescence Medium Crack Medium Spall Water Damage Moderate Corrosion Moderate Corrosion Small Spall Light Scaling Fine Crack Small Spall Minor Corrosion Minor Corrosion

15 SF 7 LF 10 SF 8 SF 14 SF 14 SF 3 5 SF 20 LF 5 SF 714 SF 69 LF 30 SF 20 SF 2 SF 2 SF 10 SF 96 SF 91 LF 10 SF 7 SF 2 SF

S-19

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column

Concrete Roof Deck

Concrete Wall

Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

S-20

Project No. SE332

-263-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall

28 SF

Steel Column

Moderate Corrosion

26 SF

Concrete Column Concrete Roof Deck

Fine Crack Fine Crack Efflorescence Medium Crack Small Spall Wide Crack Large Spall Large Spall Large Scaling Medium Crack Fine Crack Medium Spall Medium Scaling Fine Crack Medium Scaling Efflorescence Minor Corrosion Minor Corrosion Small Spall

4 LF 6 LF 6 SF 6 LF 6 SF 6 LF 4 SF 171 SF 130 SF 34 LF 15 LF 6 SF 18 SF 20 LF 20 SF 100 SF 1 SF 5 SF 2 SF

Concrete Pier Foundation

Concrete Slab-On-Ground

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Roof Deck

PHOTO NO.

S-21

S-22

Project No. SE332

-264-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Large Spall

65 SF

S-23

Steel Column

Damaged Grout Severe Corrosion

10 SF 12 SF

S-24

Wide Crack Large Spall Medium Crack Large Spall Wide Crack Medium Crack Wide Crack Large Spall Moderate Corrosion Moderate Corrosion Efflorescence Efflorescence Medium Scaling Efflorescence Minor Corrosion

16 LF 42 SF 6 LF 130 SF 6 LF 30 LF 25 LF 98 SF 3 SF 4 SF 10 SF 110 SF 18 SF 375 SF 3 SF

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Column

S-25

Project No. SE332

-265-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column

Damaged Grout Severe Corrosion Missing Bolt

10 SF 44 SF 1

S-26

Medium Spall Medium Spall Large Spall Medium Crack Medium Spall Medium Crack Efflorescence Medium Scaling Efflorescence Medium Scaling Efflorescence Efflorescence Minor Corrosion

37 SF 4 SF 12 SF 12 LF 30 SF 30 LF 10 SF 12 SF 25 SF 12 SF 9 SF 200 SF 7 SF

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam

Project No. SE332

-266-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Wall

Exposed Rebar Water Damage Large Spall Efflorescence Severe Corrosion Medium Crack Medium Crack Medium Spall Medium Crack Damaged Grout Light Scaling Small Spall Fine Crack Light Scaling Light Scaling Efflorescence Minor Corrosion Minor Corrosion

5 SF 100 SF 32 SF 63 SF 6 SF 10 LF 1 LF 2 SF 54 LF 2 SF 35 SF 6 SF 50 LF 24 SF 4 SF 4 SF 5 SF 3 SF

S-27 S-28

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Wall Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

Project No. SE332

-267-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Medium Crack Medium Scaling Efflorescence Medium Crack Moderate Corrosion Damaged Grout Small Spall Fine Crack Light Scaling Small Spall Fine Crack Minor Corrosion Minor Corrosion

22 LF 5 SF 30 SF 10 LF 10 SF 6 SF 6 SF 156 LF 1 SF 12 SF 40 LF 4 SF 3 SF

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-29 S-30

Project No. SE332

-268-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Wall

Concrete Slab-On-Ground

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Pier Foundation

25 SF 440 SF 8 SF 1 SF 2 1 SF 10 SF 46 SF 2 SF 2 SF 1 SF 17 SF 2 LF 6 SF 3 SF 2 SF 15 LF 6 SF

S-31 S-32

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Efflorescence Water Damage Efflorescence Severe Corrosion Missing Bolts Medium Spall Large Spall Large Spall Minor Corrosion Moderate Corrosion Damaged Grout Light Scaling Medium Crack Light Scaling Medium Scaling Efflorescence Fine Crack Minor Corrosion

Steel Column

Concrete Wall Steel Beam Steel Column

Concrete Slab-On-Ground

Concrete Wall Steel Column

Project No. SE332

-269-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall

60 SF

S-33

Steel Column

Severe Corrosion Damaged Grout

22 SF 10 SF

S-34

Concrete Roof Deck Concrete Pier Foundation

Medium Spall Medium Spall Medium Scaling Efflorescence Large Spall Wide Crack Medium Crack Large Scaling Large Spall Efflorescence Moderate Corrosion Twisted Beam End Moderate Corrosion Minor Corrosion

24 SF 22 SF 10 SF 32 SF 79 SF 8 LF 4 LF 16 SF 210 SF 520 SF 5 SF 1 SF 7 SF 2 SF

Concrete Slab-On-Ground

Concrete Wall Steel Beam

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Steel Beam

S-35

Project No. SE332

-270-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Medium Crack Efflorescence Medium Spall Large Spall Wide Crack Medium Crack Minor Corrosion Severe Corrosion Moderate Corrosion Damaged Grout Medium Crack

16 LF 32 SF 10 SF 22 SF 37 LF 10 LF 6 SF 50 SF 3 SF 12 SF 8 LF

Concrete Pier Foundation Concrete Wall Steel Beam Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground

PHOTO NO.

S-36 S-37

Project No. SE332

-271-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column

Severe Corrosion Damaged Grout

54 SF 10 SF

S-38

Concrete Roof Deck

Medium Crack Efflorescence Medium Spall Medium Spall Fine Crack Medium Spall Medium Crack Wide Crack Minor Corrosion Moderate Corrosion

90 LF 90 SF 4 SF 16 SF 2 LF 10 SF 25 LF 16 LF 5 SF 8 SF

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

S-39

Project No. SE332

-272-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Metal Stair

1 2 SF 4 SF 1 24 SF

S-40

Steel Column

Damaged Stringer Severe Corrosion Minor Corrosion Missing Brace Severe Corrosion

Concrete Roof Deck

Small Spall

30 SF

Concrete Pier Foundation Concrete Wall

Medium Spall Large Spall Small Spall

6 SF 17 SF 4 SF

Steel Beam

Minor Corrosion

2 SF

Steel Column

Moderate Corrosion Damaged Grout Medium Spall

12 SF 8 SF 1 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground

S-41

Project No. SE332

-273-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Beam Concrete Wall Expansion Joint Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Wall

Large Spall Wide Crack Deteriorated Expansion Joint Severe Corrosion Damaged Grout Efflorescence Medium Crack Efflorescence Moderate Corrosion Light Scaling Light Scaling Fine Crack Light Scaling

1 SF 25 LF 20 LF 24 SF 8 SF 3 SF 43 LF 6 SF 2 SF 8 SF 1 SF 78 LF 15 SF

Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

PHOTO NO.

S-42 S-43

Project No. SE332

-274-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column

Severe Corrosion

8 SF

Concrete Roof Deck

Wide Crack Efflorescence Large Scaling Medium Scaling Medium Crack Light Scaling Fine Crack Light Scaling Efflorescence

40 LF 50 SF 1 SF 3 SF 51 LF 10 SF 52 LF 10 SF 102 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Pier Foundation Concrete Wall Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

PHOTO NO.

S-44

Project No. SE332

-275-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Beam Concrete Wall Metal Stair

Wide Crack Large Spall Severe Corrosion Missing Bolts Missing Handrail Severe Corrosion Medium Scaling

30 LF 116 SF 6 SF 7 1 8 SF 10 SF

Medium Crack Medium Crack Large Spall Medium Crack Medium Scaling Efflorescence Light Scaling Efflorescence Light Scaling Fine Crack Efflorescence

8 LF 2 LF 56 SF 66 LF 10 SF 23 SF 4 SF 52 SF 3 SF 12 LF 67 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Stair Handrail Steel Column Concrete Beam Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

PHOTO NO.

S-45 S-46

Project No. SE332

-276-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Column Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Roof Deck

Large Scaling Wide Crack Efflorescence Large Spall Water Damage Wide Crack Severe Corrosion Light Scaling Medium Crack Medium Crack

1 SF 14 LF 400 SF 64 SF 4 SF 4 LF 20 SF 50 SF 3 LF 25 LF

Concrete Pier Foundation

Medium Crack

2 LF

Concrete Wall

Concrete Column

Efflorescence Medium Scaling Large Spall Medium Spall Fine Crack

160 SF 10 SF 1 SF 1 SF 9 LF

Concrete Roof Deck

Efflorescence

40 SF

Concrete Pier Foundation

Small Spall Light Scaling Fine Crack Small Spall Fine Crack Light Scaling Light Scaling Fine Crack

4 SF 5 SF 2 LF 3 SF 23 LF 1 SF 143 SF 39 LF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Column Concrete Column

Concrete Slab-On-Ground

Concrete Wall

PHOTO NO.

S-47 S-48 S-49

Project No. SE332

-277-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Large Spall Large Scaling Medium Spall Medium Crack Medium Scaling Medium Crack Efflorescence Small Spall Medium Spall Large Spall Efflorescence Minor Corrosion Minor Corrosion Moderate Corrosion Damaged Grout

12 SF 150 SF 2 SF 37 LF 72 SF 69 LF 84 SF 10 SF 9 SF 9 SF 35 SF 4 SF 5 SF 2 SF 5 SF

Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-50

S-51

Project No. SE332

-278-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Medium Crack Efflorescence Medium Crack Medium Crack Medium Spall Large Spall Minor Corrosion Moderate Corrosion Damaged Grout Light Scaling

104 LF 104 SF 5 LF 30 LF 4 SF 24 SF 6 SF 8 SF 2 SF 85 SF

Concrete Slab-On-Ground Concrete Wall

Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground

PHOTO NO.

S-52

S-53

Project No. SE332

-279-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Medium Crack Efflorescence Small Spall Large Spall Medium Crack Wide Crack Medium Spall Moderate Corrosion Damaged Grout Light Scaling Fine Crack Light Scaling Minor Corrosion Minor Corrosion

96 LF 60 SF 16 SF 8 SF 18 LF 10 LF 20 SF 2 SF 5 SF 2 SF 14 LF 4 SF 8 SF 3 SF

Concrete Slab-On-Ground Concrete Wall

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-54

S-55

Project No. SE332

-280-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground

Efflorescence Medium Crack Wide Crack Moderate Corrosion Damaged Grout Medium Spall Small Spall Small Spall Light Scaling Fine Crack Minor Corrosion Minor Corrosion

88 SF 48 LF 40 LF 3 SF 8 SF 12 SF 6 SF 32 SF 76 SF 34 LF 12 SF 5 SF

Steel Column

Concrete Wall

Steel Beam Steel Column

PHOTO NO.

Project No. SE332

-281-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall

200 SF

S-56

Concrete Roof Deck

Efflorescence Medium Crack Large Spall Medium Spall Large Spall Medium Scaling Medium Spall Efflorescence Moderate Corrosion

72 SF 32 LF 32 SF 24 SF 2 SF 100 SF 24 SF 225 SF 2 SF

Concrete Slab-On-Ground

Moderate Corrosion Damaged Grout Light Scaling

4 SF 7 SF 10 SF

Steel Beam

Minor Corrosion

2 SF

Steel Column

Minor Corrosion

3 SF

Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

S-57

Project No. SE332

-282-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Deck

Wide Crack

40 LF

S-58

Concrete Deck

Medium Crack Efflorescence Large Spall Medium Spall Medium Crack Medium Spall Efflorescence Wide Crack Moderate Corrosion

70 LF 48 SF 9 SF 42 SF 12 LF 24 SF 254 SF 22 LF 1 SF

Concrete Slab-On-Ground

Moderate Corrosion Damaged Grout Minor Corrosion Bent Baseplate Bent Flange Small Spall

5 SF 10 SF 8 SF 3 1 6 SF

Concrete Wall

Light Scaling

16 SF

Steel Beam

Minor Corrosion

6 SF

Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

S-59

Project No. SE332

-283-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column Concrete Roof Deck

Wide Crack Large Spall Large Spall Severe Corrosion Efflorescence Medium Spall Medium Crack Medium Spall Efflorescence Moderate Corrosion Damaged Grout Fine Crack Small Spall Fine Crack Minor Corrosion Minor Corrosion

10 LF 160 SF 20 SF 5 SF 30 SF 20 SF 4 LF 4 SF 450 SF 7 SF 8 SF 16 LF 12 SF 20 LF 9 SF 1 SF

Concrete Slab-On-Ground Concrete Wall Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-60

S-61

Project No. SE332

-284-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Pier Foundation

Large Spall Large Spall

6 SF 16 SF

S-62 S-63

Concrete Slab-On-Ground

Large Spall

16 SF

Concrete Roof Deck

Large Spall Efflorescence Medium Crack Large Spall Efflorescence Wide Crack Medium Spall Moderate Corrosion

1 SF 8 SF 8 LF 32 SF 32 SF 4 LF 4 SF 6 SF

Moderate Corrosion Damaged Grout Fine Crack Small Spall Fine Crack Minor Corrosion Minor Corrosion

8 SF 15 SF 10 LF 8 SF 44 LF 3 SF 9 SF

Concrete Slab-On-Ground Concrete Wall

Steel Bracing Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

Project No. SE332

-285-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam Concrete Column Concrete Deck Concrete Pier Foundation Concrete Beam Concrete Pier Foundation

Wide Crack Large Scaling Wide Crack Large Spall Medium Crack Medium Crack Wide Crack Medium Crack Efflorescence Medium Crack Medium Spall Bent Flange Moderate Corrosion Moderate Corrosion Medium Scaling Light Scaling

8 LF 20 SF 4 LF 10 SF 32 LF 2 LF 1 LF 10 LF 56 SF 85 LF 2 SF 1 1 SF 4 SF 15 SF 26 SF

Efflorescence Fine Crack Small Spall Light Scaling Light Scaling

2 SF 6 LF 2 SF 1 SF 278 SF

Fine Crack Efflorescence Light Scaling Small Spall Minor Corrosion

149 LF 105 SF 8 SF 3 SF 2 SF

Concrete Slab-On-Ground Concrete Wall Steel Beam

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Beam Concrete Column Concrete Deck Concrete Pier Foundation

Concrete Slab-On-Ground Concrete Wall

Steel Beam

PHOTO NO.

S-64, S-65

Project No. SE332

-286-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Column Sump Pump Concrete Slab-On-Ground

Wide Crack Wide Crack Moderate Corrosion Flooding Medium Crack

12 LF 12 LF 5 SF 1 12 LF

Concrete Wall

Medium Crack Efflorescence Efflorescence Fine Crack Light Scaling Fine Crack Fine Crack Minor Corrosion Minor Corrosion

70 LF 25 SF 20 SF 3 LF 5 SF 40 LF 85 LF 4 SF 6 SF

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Bracing Steel Column

PHOTO NO.

S-66 S-67

Project No. SE332

-287-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Beam Concrete Slab-On-Ground

Large Scaling Water Damage Large Spall Large Scaling Deteriorated Expansion Joint Medium Scaling Medium Scaling Medium Crack Efflorescence Medium Scaling Medium Scaling Medium Crack Medium Spall Efflorescence Medium Scaling Moderate Corrosion Moderate Corrosion Fine Crack Light Scaling Light Scaling Light Scaling Fine Crack Small Spall Minor Corrosion Minor Corrosion

10 SF 50 SF 10 SF 6 SF 52 LF 2 SF 5 SF 17 LF 5 SF 5 SF 5 SF 476 SF 11 SF 326SF 16 SF 2 SF 6 SF 25 LF 18 SF 12 SF 28 SF 70 LF 1 SF 6 SF 4 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall Expansion Joint Concrete Beam Concrete Column Concrete Roof Deck

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-68

S-69

Project No. SE332

-288-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

Concrete Wall

Wide Crack

60 LF

Steel Column

Bent Flange

Concrete Deck

Medium Crack Efflorescence Medium Crack Large Scaling Medium Scaling Fine Crack Fine Crack Light Scaling Fine Crack Efflorescence Minor Corrosion Bent Baseplate

22 LF 25 SF 10 LF 3 SF 5 SF 1 LF 32 LF 3 SF 205 LF 80 SF 13 SF 1 SF

Concrete Wall Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Column

PHOTO NO.

S-70

S-71

Project No. SE332

-289-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation Concrete Wall Metal Stair Steel Column Concrete Roof Deck

Large Spall Large Spall Severe Corrosion Severe Corrosion Medium Crack

2 SF 1 SF 4 SF 9 SF 7 LF

S-72 S-73

Concrete Wall

Medium Crack

60 LF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Medium Scaling

2 SF

Concrete Pier Foundation

Light Scaling Medium Crack Fine Crack Medium Crack Light Scaling Fine Crack Efflorescence Light Scaling Moderate Corrosion Minor Corrosion

4 SF 1 SF 52 LF 15 LF 7 SF 181 LF 50 SF 2 SF 5 SF 2 SF

Concrete Slab-On-Ground

Concrete Wall

Steel Column

Project No. SE332

-290-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Pier Foundation Steel Beam

Water Damage Large Spall Severe Corrosion Missing Bolt Severe Corrosion Medium Scaling Medium Spall Medium Crack Medium Spall Medium Spall Efflorescence Efflorescence Medium Crack Medium Spall Deteriorated Expansion Joint Moderate Corrosion Light Scaling Light Scaling Small Spall Fine Crack Efflorescence Fine Crack Small Spall Light Scaling Light Scaling Fine Crack Medium Crack Fine Crack Light Scaling Minor Corrosion Minor Corrosion

5 SF 2 SF 2 SF 1 14 SF 2 SF 3 SF 22 LF 6 SF 2 SF 8 SF 33 SF 16 SF 18 SF 22 LF 8 SF 1 SF 1 SF 5 SF 20 LF 22 SF 30 LF 5 SF 5 SF 39 SF 16 LF 5 SF 30 LF 14 SF 2 SF 8 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Expansion Joint Steel Column Concrete Beam Concrete Column

Concrete Roof Deck Concrete Pier Foundation

Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-74 S-75

Project No. SE332

-291-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Column Concrete Pier Foundation Concrete Slab-On-Ground Metal Stair

Concrete Wall Expansion Joint

Large Spall Large Spall Medium Spall Missing Bolts Severe Corrosion Missing Handrail Detached Handrailing Severe Corrosion Severe Corrosion Bent Flange Medium Scaling Medium Crack Wide Crack Medium Crack Medium Spall Medium Crack Efflorescence Medium Spall Efflorescence Water Damage Medium Spall Medium Scaling Medium Scaling Medium Spall Medium Crack Medium Crack Deteriorated Expansion Joint

4 SF 2 SF 2 SF 7 6 SF 2 1 1 SF 8 SF 1 5 SF 3 LF 3 LF 1 LF 1 SF 15 LF 5 SF 8 SF 2 SF 4 SF 3 SF 15 SF 5 SF 2 SF 3 LF 4 LF 5 LF

Metal Stair

Moderate Corrosion

70 SF

Steel Beam

Moderate Corrosion

1 SF

Stair Handrail Steel Beam Steel Column P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam Concrete Column

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Stair

PHOTO NO.

S-76

S-77

Project No. SE332

-292-

Steel Column 40 cont.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Beam Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Stair Concrete Wall

Steel Beam Steel Bracing Steel Column

May 17, 2024

Moderate Corrosion Light Scaling Fine Crack Small Spall Light Scaling Fine Crack Small Spall Light Scaling Fine Crack Light Scaling Fine Crack Light Scaling Small Spall Fine Crack Light Scaling Efflorescence Minor Corrosion Minor Corrosion Minor Corrosion

10 SF 30 SF 15 LF 1 SF 1 SF 5 LF 2 SF 12 SF 2 LF 47 SF 54 LF 7 SF 4 SF 54 LF 118 SF 25 SF 20 SF 1 SF 12 SF

Project No. SE332

-293-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation

Large Spall

3 SF

S-78

Steel Column

Severe Corrosion

2 SF

Concrete Column Concrete Roof Deck

Medium Crack Medium Crack Medium Scaling Medium Crack Medium Spall Efflorescence Moderate Corrosion Light Scaling Light Scaling Fine Crack Efflorescence Light Scaling Fine Crack Light Scaling Fine Crack Light Scaling Fine Crack Medium Crack Minor Corrosion Minor Pitting

6 LF 6 LF 8 SF 20 LF 6 SF 67 SF 8 SF 10 SF 20 SF 20 LF 380 SF 5 SF 40 LF 46 SF 3 LF 25 SF 54 LF 8 LF 12 SF 14 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Column Concrete Beam Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

S-79

Project No. SE332

-294-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation

Large Scaling Large Spall Efflorescence Deteriorated Expansion Joint Medium Crack

10 SF 10 SF 136 SF 72 LF 11 LF

Medium Crack Medium Scaling Medium Scaling

8 LF 15 SF 5 SF

Medium Scaling Medium Crack Medium Crack

5 SF 15 LF 36 LF

Light Scaling Small Spall Light Scaling Small Spall Small Spall Fine Crack Light Scaling Fine Crack Fine Crack Minor Corrosion Minor Corrosion

5 SF 1 SF 10 SF 2 SF 1 SF 10 LF 22 SF 7 LF 213 LF 2 SF 2 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall Expansion Joint Concrete Beam Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Beam Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-80 S-81

Project No. SE332

-295-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation Concrete Wall Steel Column

4 SF 3 SF 3 SF 4 1 18 SF 5 LF 5 SF 10 LF 2 SF 35 SF 1 SF 3 SF 5 LF 15 LF 14 LF 167 SF 3 SF 14 SF 3 SF 10 LF 1 SF 40 LF 5 SF 25 SF 77 LF 29 LF 4 SF

S-82

Steel Beam

Large Spall Large Scaling Damaged Grout Missing Bolt Bent Flange Severe Corrosion Medium Crack Medium Scaling Medium Crack Medium Scaling Efflorescence Medium Spall Medium Scaling Medium Crack Fine Crack Medium Crack Efflorescence Moderate Corrosion Moderate Corrosion Light Scaling Fine Crack Small Spall Fine Crack Light Scaling Light Scaling Fine Crack Medium Crack Minor Pitting

Steel Bracing Steel Column

Minor Corrosion Minor Corrosion

1 SF 6 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam Concrete Roof Deck

Concrete Pier Foundation

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

S-83

Project No. SE332

-296-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall Metal Stair Steel Beam Steel Column

Concrete Pier Foundation

Steel Beam

186 SF 2 SF 2 SF 1 SF 4 SF 3 SF 4 6 SF 1 LF 26 SF 16 LF 115 SF 17 LF 1 SF

S-84

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Large Spall Large Scaling Severe Corrosion Severe Corrosion Severe Corrosion Damaged Grout Missing Bolt Medium Scaling Medium Crack Efflorescence Medium Crack Efflorescence Medium Crack Moderate Corrosion

Steel Column

Moderate Corrosion

12 SF

Concrete Pier Foundation

Light Scaling Wide Crack Light Scaling Fine Crack Light Scaling Fine Crack Minor Corrosion Minor Corrosion Minor Corrosion

1 SF 1 LF 20 SF 89 LF 37 SF 90 SF 7 SF 4 SF 2 SF

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Metal Stair Steel Beam Steel Column

Project No. SE332

-297-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Pier Foundation

Wide Crack Wide Crack Large Spall Large Spall Severe Corrosion Severe Corrosion Medium Crack Efflorescence Medium Crack Medium Scaling Efflorescence Medium Crack Efflorescence Medium Crack Fine Crack Light Scaling Small Spall Light Scaling Fine Crack Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Corrosion

12 LF 7 LF 41 SF 518 SF 1 SF 10 SF 5 LF 36 SF 7 LF 5 SF 46 SF 8 LF 292 SF 21 LF 20 LF 8 SF 5 SF 1 SF 6 LF 1 SF 336 SF 131 LF 4 SF 1 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Steel Beam Steel Column Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Column

Concrete Roof Deck Concrete Pier Foundation Concrete Wall Steel Beam Steel Bracing

PHOTO NO.

S-85 S-86

Project No. SE332

-298-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation

Wide Crack Large Spall Efflorescence Large Spall Severe Corrosion Clear Cover Backwards Angle Connection Efflorescence Medium Scaling Water Damage Medium Crack Medium Scaling Efflorescence Medium Crack Water Damage Efflorescence Medium Scaling Medium Crack Small Spall Fine Crack Fine Crack Light Scaling Fine Crack Minor Corrosion Minor Corrosion

26 LF 5 SF 12 SF 30 SF 2 SF 1 1 124 SF 1 SF 5 SF 5 LF 6 SF 190 SF 84 LF 420 SF 272 SF 9 SF 53 LF 2 SF 5 LF 6 LF 58 SF 185 LF 2 SF 1 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Steel Beam Steel Column Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-87

S-88

Project No. SE332

-299-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Pier Foundation

Wide Crack Wide Crack Large Scaling Efflorescence Large Spall Efflorescence Water Damage Efflorescence Incomplete Repair Severe Corrosion Efflorescence

12 LF 19 LF 10 SF 30 SF 42 SF 59 SF 600 SF 222 SF 8 SF 2 SF 100 SF

Concrete Slab-On-Ground

Medium Crack Medium Scaling Medium Crack

6 LF 15 SF 57 SF

Concrete Wall

Medium Crack

31 LF

Steel Beam

Moderate Corrosion

2 SF

Concrete Pier Foundation

Fine Crack Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Corrosion

11 LF 1 SF 20 SF 112 LF 3 SF 8 SF

Concrete Slab-On-Ground

Concrete Wall

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Concrete Roof Deck Concrete Pier Foundation

Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-89 S-90

Project No. SE332

-300-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation

Wide Crack Large Scaling Efflorescence Large Spall Water Damage Efflorescence Efflorescence Wide Crack Large Spall Severe Corrosion Severe Corrosion Severe Corrosion Severe Corrosion Severe Corrosion Efflorescence Medium Scaling Medium Crack Medium Scaling Medium Crack Medium Spall Moderate Corrosion Moderate Corrosion Fine Crack Small Spall Light Scaling Fine Crack Small Spall Light Scaling Minor Corrosion Minor Corrosion

5 LF 10 SF 40 SF 2 SF 240 SF 130 SF 375 SF 22 LF 4 SF 8 SF 4 SF 14 SF 4F 20 SF 40 SF 6 SF 9 LF 7 SF 79 LF 3 SF 1 SF 2 SF 3 LF 2 SF 12 SF 50 LF 20 SF 40 SF 1 SF 2 SF

Concrete Slab-On-Ground Concrete Wall

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Bracing Steel Beam Steel Column Steel Ladder Sump Cover Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-91

S-92

Project No. SE332

-301-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation

Large Spall Large Scaling Large Spall Severe Corrosion Efflorescence Medium Crack Medium Crack Wide Crack Medium Scaling Efflorescence Medium Crack Efflorescence Medium Scaling Medium Crack Moderate Corrosion Moderate Corrosion Light Scaling Fine Crack Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Corrosion

3 SF 1 SF 145 SF 1 SF 50 SF 50 LF 8 SF 9 LF 12 SF 49 SF 33 LF 132 SF 6 SF 42 LF 6 SF 4 SF 6 SF 3 LF 220 SF 86 SF 158 LF 1 SF 2 SF

S-93

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Steel Beam Concrete Roof Deck Concrete Pier Foundation

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

S-94

Project No. SE332

-302-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation Concrete Slab-On-Ground Steel Beam Steel Column Concrete Roof Deck

Wide Crack Light Scaling Severe Corrosion Severe Corrosion Efflorescence Medium Crack Medium Crack Medium Scaling Efflorescence Medium Crack Efflorescence Medium Crack Moderate Corrosion

5 LF 83 SF 2 SF 10 SF 36 SF 54 LF 6 LF 12 SF 41 SF 16 LF 151 SF 81 LF 5 SF

Fine Crack Light Scaling Light Scaling Fine Crack Light Scaling Fine Crack Minor Corrosion Minor Corrosion

2 LF 4 SF 36 SF 60 LF 62 SF 184 LF 3 SF 2 SF

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

Project No. SE332

-303-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation Concrete Slab-On-Ground

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Wide Crack Large Spall Efflorescence Large Scaling Severe Corrosion Severe Corrosion Severe Corrosion Damaged Grout Medium Crack Efflorescence Medium Scaling Efflorescence Medium Crack Medium Scaling Medium Crack Medium Scaling Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Moderate Corrosion Light Scaling Medium Scaling Light Scaling Fine Crack Light Scaling Minor Corrosion Minor Corrosion Minor Corrosion

5 LF 209 SF 220 SF 2 SF 6 SF 2 SF 38 SF 1 SF 46 LF 52 SF 4 SF 12 SF 1 LF 9 SF 25 LF 4 SF 202 SF 137 LF 14 SF 12 SF 8 SF 5 SF 6 SF 66 SF 264 LF 107 SF 8 SF 16 SF 2 SF

Concrete Wall Metal Stair Steel Beam Steel Column

Concrete Pier Foundation

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Metal Stair Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Metal Stair Steel Beam Steel Column

PHOTO NO.

S-95 S-96

Project No. SE332

-304-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Stair

Wide Crack Wide Crack Large Spall Wide Crack Large Spall Damaged Grout Severe Corrosion Medium Scaling Medium Crack Medium Scaling Medium Crack Efflorescence Medium Crack Toe Guard Loose Efflorescence Light Scaling Medium Crack Moderate Corrosion Small Spall Fine Crack Light Scaling Efflorescence Fine Crack Light Scaling Light Scaling Fine Crack Fine Crack Light Scaling Fine Crack Minor Corrosion Minor Corrosion

6 LF 6 LF 173 SF 6 LF 1 SF 2 SF 8 SF 10 SF 31 LF 6 SF 14 LF 183 SF 12 LF 1 176 SF 24 SF 35 LF 4 SF 8 SF 7 LF 32 SF 25 SF 6 LF 3 SF 31 SF 24 LF 6 LF 8 SF 245 LF 4 SF 4 SF

Steel Column P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Stair Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Column

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Stair Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-97

S-98

Project No. SE332

-305-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground

Wide Crack Large Spall Fine Crack Light Scaling Large Spall Severe Corrosion Severe Corrosion Damaged Grout Efflorescence Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Efflorescence Light Scaling Light Scaling Small Spall Fine Crack

14 LF 24 SF 4 LF 27 SF 2 SF 1 SF 8 SF 1 SF 26 SF 176 SF 27 LF 3 SF 8 SF 12 SF 6 SF 16 SF 1 SF 126 LF

Concrete Wall Steel Beam Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

PHOTO NO.

S-99 S-100

Project No. SE332

-306-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground

Large Spall

72 SF

S-101

Steel Column

Severe Corrosion Grout

16 SF 1 SF

S-102

Concrete Roof Deck

Medium Crack Efflorescence Efflorescence Medium Scaling Moderate Corrosion Moderate Corrosion Light Scaling Light Scaling Fine Crack Light Scaling Fine Crack Medium Crack Small Spall Minor Corrosion Minor Corrosion

44 LF 34 SF 143 SF 3 SF 4 SF 2 SF 4 SF 8 SF 41 LF 26 SF 166 LF 39 LF 55 SF 2 SF 2 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

Project No. SE332

-307-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground

Light Scaling

316 SF

S-103

Steel Column

Severe Corrosion Damaged Grout

10 SF 1 SF

S-104

Concrete Slab-On-Ground Concrete Wall

Medium Crack Medium Crack Efflorescence

4 LF 59 LF 71 SF

Steel Beam Concrete Roof Deck

Moderate Corrosion Light Scaling Small Spall Fine Crack Efflorescence Fine Crack Light Scaling Small Spall Efflorescence Minor Corrosion

2 SF 2 SF 1 SF 19 LF 17 SF 160 LF 31 SF 33 SF 18 SF 2 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall

Steel Column

Project No. SE332

-308-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Wide Crack Large Scaling Incomplete Repair Large Spall Efflorescence Severe Corrosion Severe Corrosion Severe Corrosion Medium Crack Medium Scaling Medium Crack Medium Crack Large Spall Medium Scaling Light Scaling Medium Crack Moderate Corrosion Moderate Corrosion Efflorescence Small Spall Light Scaling Light Scaling Small Spall Small Spall Fine Crack

4 LF 108 SF 29 SF 20 SF 159 SF 8 SF 16 SF 90 SF 2 LF 12 SF 1 LF 44 LF 4 SF 71 SF 150 SF 132 LF 2 SF 4 SF 4 SF 2 SF 7 SF 14 SF 1 SF 8 SF 23 LF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Beam Steel Column Steel Ladder Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

PHOTO NO.

S-105 S-106

S-107

Project No. SE332

-309-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation Concrete Wall Steel Beam Steel Column Concrete Column Concrete Roof Deck

Wide Crack Wide Crack Severe Corrosion Severe Corrosion Medium Crack Medium Crack Efflorescence Medium Crack Efflorescence Medium Crack Efflorescence Medium Crack Medium Spall Deteriorated Expansion Joint Moderate Corrosion Fine Crack Light Scaling Small Spall Light Scaling Fine Crack Mortar Scaling Fine Crack Light Scaling Light Scaling Fine Crack Fine Crack Light Scaling Minor Corrosion

8 LF 5 LF 48 SF 10 SF 6 LF 29 LF 10 SF 24 LF 48 SF 17 LF 86 SF 27 LF 5 SF 45 LF 8 SF 9 LF 23 SF 28 SF 10 SF 4 LF 1 SF 10 LF 2 SF 108 SF 65 LF 103 LF 24 SF 5 SF

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Expansion Joint Steel Column Concrete Column

Concrete Roof Deck Concrete Masonry Unit Wall Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam

PHOTO NO.

S-108

Project No. SE332

-310-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Wide Crack

48 LF

S-109

Steel Column

Severe Corrosion

22 SF

Concrete Roof Deck

Efflorescence Medium Crack Medium Scaling Efflorescence Medium Crack Efflorescence Medium Crack Moderate Corrosion Small Spall Light Scaling Fine Crack Small Spall Light Scaling Fine Crack Minor Corrosion

12 SF 30 LF 3 SF 85 SF 11 LF 162 SF 91 LF 1 SF 20 SF 30 SF 28 LF 35 SF 8 SF 172 SF 6 SF

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Beam

Project No. SE332

-311-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall Steel Beam Steel Bracing Steel Column Concrete Roof Deck

Wide Crack Severe Corrosion Severe Corrosion Severe Corrosion Medium Crack Efflorescence Medium Scaling Medium Spall Medium Crack Efflorescence Medium Crack Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Moderate Corrosion Light Scaling Light Scaling Small Spall Fine Crack Minor Corrosion

120 LF 2 SF 2 SF 14 SF 5 LF 2 SF 12 SF 5 SF 14 LF 37 SF 6 LF 151 SF 137 LF 8 SF 1 SF 2 SF 42 SF 15 SF 42 SF 129 LF 3 SF

S-110

Concrete Masonry Unit Wall Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Bracing Steel Column Concrete Slab-On-Ground Concrete Wall

Steel Beam

S-111

S-112

Project No. SE332

-312-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation Concrete Wall

Large Spall Light Scaling Large Spall Severe Corrosion Severe Corrosion Medium Scaling Efflorescence Medium Crack Medium Spall Medium Scaling Efflorescence Medium Crack Efflorescence Medium Spall Small Spall Bent Flange Moderate Corrosion Missing Bolts Moderate Corrosion Fine Crack Medium Crack Light Scaling Fine Crack Fine Crack Minor Corrosion Minor Corrosion

7 SF 53 SF 5 SF 1 SF 8 SF 6 SF 41 SF 29 LF 1 SF 3 SF 28 SF 25 LF 132 SF 10 SF 16 SF 2 8 SF 4 12 SF 1 LF 1 LF 35 SF 75 LF 47 LF 8 SF 6 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Beam Steel Column Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-113

S-114

Project No. SE332

-313-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column

Severe Corrosion

2 SF

S-115

Concrete Roof Deck

Medium Crack Efflorescence Medium Spall Medium Scaling Light Scaling Medium Scaling Medium Crack Medium Crack Efflorescence Efflorescence Moderate Corrosion Moderate Corrosion Fine Crack Fine Crack Light Scaling Fine Crack Medium Crack Light Scaling Small Spall Minor Corrosion Minor Corrosion

70 LF 17 SF 1 SF 2 SF 2 SF 17 SF 3 LF 17 LF 114 SF 195 SF 5 SF 12 SF 1 LF 164 LF 248 SF 110 LF 17 LF 35 SF 53 SF 19 SF 6 SF

Concrete Pier Foundation Concrete Slab-On-Ground

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

S-116

Project No. SE332

-314-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation

Wide Crack Large Spall Large Spall Damaged Angle Severe Corrosion Missing Bolts Severe Corrosion Missing Bolts Damaged Grout Medium Scaling Medium Crack Efflorescence Medium Crack Medium Spall Efflorescence Medium Scaling Medium Crack Moderate Corrosion Moderate Corrosion Light Scaling Wide Crack Light Scaling Small Spall Fine Crack Light Scaling Efflorescence Small Spall Medium Spall Moderate Corrosion Minor Corrosion

3 LF 6 SF 37 SF 1 1 SF 5 12 SF 1 1 SF 7 SF 58 LF 3 SF 1 LF 10 SF 26 SF 2 SF 32 LF 4 SF 6 SF 3 SF 1 LF 122 SF 2 SF 10 LF 158 SF 221 SF 25 SF 3 SF 5 SF 4 SF

Concrete Slab-On-Ground Steel Beam

Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-117 S-118

Project No. SE332

-315-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Large Scaling Large Spall Wide crack Large Spall Wide Crack Large Scaling Large Spall Large Spall Severe Corrosion Severe Corrosion Missing Bolts Bent Baseplate Efflorescence Medium Scaling Light Scaling Medium Crack Medium Spall Medium Scaling Medium Crack Medium Scaling Medium Crack Efflorescence Moderate Corrosion Small Spall Light Scaling Fine Crack Light Scaling Efflorescence Fine Crack Light Scaling Small Spall Minor Corrosion Minor Corrosion

12 SF 17 SF 3 SF 21 SF 8 LF 3 SF 34 SF 120 SF 3 SF 28 SF 1 5 43 SF 17 SF 84 SF 46 LF 3 SF 3 SF 6 LF 3 SF 65 LF 75 SF 4 SF 3 SF 8 SF 70 LF 54 SF 17 SF 92 LF 23 SF 13 SF 4 SF 1 SF

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-119

S-120

Project No. SE332

-316-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Wide Crack Large Scaling Large Spall Large Spall Water Damage Wide Crack Large Spall Severe Corrosion Missing Bolts Severe Corrosion Missing Bolts Severe Corrosion Bent Baseplate Medium Crack Medium Scaling Medium Spall Medium Scaling Efflorescence Medium Spall Medium Scaling Efflorescence Moderate Corrosion Damaged Grout Efflorescence Small Spall Light Scaling Fine Crack Fine Crack Medium Crack Light Scaling Small Spall Minor Corrosion Minor Corrosion

16 LF 1 SF 14 SF 18 SF 192 SF 6 LF 2 SF 8 SF 4 3 SF 11 24 SF 2 11 LF 5 SF 3 SF 6 SF 60 SF 2 SF 3 SF 22 SF 4 SF 5 SF 10 SF 1 SF 3 SF 28 LF 151 LF 58 LF 64 SF 28 SF 1 SF 2 SF

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Metal Stair Steel Beam Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Metal Stair Steel Beam

PHOTO NO.

S-121

S-122 S-123

Project No. SE332

-317-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Beam Concrete Wall

Large Spall Incomplete Repair Large Scaling Wide Crack Severe Corrosion Damaged Grout Medium Crack Medium Spall Medium Scaling Medium Crack Efflorescence Medium Crack Medium Scaling Medium Crack Large Scaling Efflorescence Medium Crack Light Scaling Fine Crack Large Spall Light Scaling Small Spall Light Scaling Fine Crack Small Spall Efflorescence Light Scaling Fine Crack Light Scaling Fine Crack Minor Corrosion Minor Corrosion

6 SF 15 SF 34 SF 17 LF 6 SF 3 SF 6 LF 1 SF 9 SF 3 LF 2 SF 25 LF 2 SF 3 LF 1 SF 34 SF 37 LF 14 SF 8 LF 9 SF 7 SF 2 SF 5 SF 7 LF 1 SF 12 SF 9 SF 62 LF 9 SF 501 LF 2 SF 2 SF

Steel Column P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam

Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Beam Concrete Column

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-124

S-125

Project No. SE332

-318-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam

Large Spall Large Spall Wide Crack Damage Grout Severe Corrosion Medium Crack Medium Scaling Medium Crack Medium Crack Medium Crack Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Small Spall Light Scaling Fine Crack Efflorescence Light Scaling Fine Crack Light Scaling Fine Crack Efflorescence Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Corrosion

4 SF 38 SF 25 LF 7 SF 10 SF 1 LF 3 SF 6 LF 44 LF 60 LF 51 SF 36 LF 1 SF 4 SF 18 SF 3 SF 7 LF 1 SF 1 SF 13 LF 6 SF 130 LF 42 SF 54 SF 53 SF 103 LF 6 SF 2 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column

Concrete Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Column

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-126 S-127

Project No. SE332

-319-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Masonry Unit Wall Concrete Wall Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam

Large Spall Large Spall Severe Corrosion Damaged Grout Medium Scaling Medium Crack Medium Crack Medium Crack Efflorescence Medium Spall Medium Spall Medium Crack Moderate Corrosion Moderate Corrosion Small Spall Small Spall Fine Crack Light Scaling Light Scaling Efflorescence Small Spall Light Scaling Fine Crack Light Scaling Fine Crack Small Spall Small Spall Light Scaling Fine Crack Minor Corrosion Minor Corrosion

2 SF 2 SF 12 SF 7 SF 9 SF 5 LF 69 LF 213 LF 36 SF 2 SF 6 SF 205 LF 3 SF 4 SF 1 SF 23 SF 17 LF 2 SF 5 SF 5 SF 3 SF 4 SF 10 LF 186 SF 77 LF 12 SF 39 SF 2 SF 91 LF 2 SF 2 SF

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Beam Concrete Column

Concrete Roof Deck Concrete Masonry Unit Wall Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

Steel Beam Steel Column

PHOTO NO.

Project No. SE332

-320-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Large Spall Large Spall Water Damage Large Spall Wide Crack Large Scaling Severe Corrosion Damaged Grout Severe Corrosion Efflorescence Medium Scaling Medium Crack Medium Spall Medium Crack Efflorescence Medium Spall Medium Crack Efflorescence Severe Corrosion Moderate Corrosion Moderate Corrosion Light Scaling Fine Crack Light Scaling Fine Crack Light Scaling Fine Crack Small Spall Fine Crack Light Scaling Bent Flange Minor Corrosion

6 SF 2 SF 10 SF 197 SF 19 LF 4 SF 19 SF 11 SF 10 SF 66 SF 6 SF 31 LF 2 SF 2 LF 23 SF 3 SF 150 LF 55 SF 1 SF 1 SF 2 SF 4 SF 29 LF 3 SF 1 LF 16 SF 33 LF 13 LF 252 LF 64 SF 1 8 SF

Concrete Wall Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Sump Pit Cover Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Beam Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam

PHOTO NO.

S-128

S-129

Project No. SE332

-321-

SECTION NO.

PRIORITY LEVEL

LOCATION

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation Concrete Slab-On-Ground

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Beam Concrete Column Concrete Roof Deck Concrete Pier Foundation

Concrete Wall Steel Beam Steel Column

Concrete Slab-On-Ground Concrete Wall

Steel Beam

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Beam

Concrete Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

May 17, 2024

DESCRIPTION Wide Crack Large Spall Water Damage Wide Crack Severe Corrosion Severe Corrosion Bent Baseplate Medium Crack Medium Spall Medium Crack Medium Crack Efflorescence Medium Scaling Efflorescence Medium Crack Medium Crack Efflorescence Medium Spall Moderate Corrosion Bent Flange Missing Bolts Moderate Corrosion Damaged Grout Fine Crack Light Scaling Efflorescence Light Scaling Small Spall Fine Crack Small Spall Light Scaling Light Scaling Fine Crack

QUANTITY

PHOTO NO.

3 SF 259 SF 30 SF 104 LF 8 SF 32 SF 1 30 LF 1 SF 22 LF 4 LF 12 SF 2 SF 173 SF 28 LF 184 LF 105 SF 3 SF 3 SF 2 1 11 SF 7 SF 6 LF 2 SF 10 SF 8 SF 2 SF 43 LF 6 SF 15 SF 4 SF 22 LF

S-130

S-131

Project No. SE332

69 cont.

-322-

P3 cont.

Concrete Slab-On-Ground cont.

May 17, 2024

Project No. SE332

-323-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Pier Foundation Concrete Slab-On-Ground

Large Spall Efflorescence Large Spall Water Damage Large Spall Large Scaling Wide Crack Deteriorated Expansion Joint Severe Corrosion Missing Bolts Severe Corrosion Medium Crack Medium Scaling Medium Crack Efflorescence Medium Scaling Medium Crack Efflorescence Medium Crack Efflorescence Medium Spall Medium Scaling Medium Crack Efflorescence Moderate Corrosion Moderate Corrosion Light Scaling Light Scaling Small Spall Fine Crack Light Scaling

2 SF 110 SF 63 SF 32 SF 69 SF 8 SF 85 LF 17 LF 38 SF 1 22 SF 13 LF 4 SF 23 LF 17 SF 1 SF 3 LF 20 SF 119 LF 306 SF 3 SF 3 SF 160 LF 84 SF 12 SF 3 SF 2 SF 15 SF 2 SF 6 LF 12 SF

S-132 S-133

Concrete Wall

Expansion Joint Steel Beam

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column Concrete Beam Concrete Roof Deck

Concrete Pier Foundation

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Beam Concrete Roof Deck Concrete Pier Foundation

S-134

Project No. SE332

70 cont.

-324-

P3 cont.

Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

May 17, 2024

Small Spall Fine Crack Light Scaling Small Spall Fine Crack Light Scaling Minor Corrosion Minor Corrosion

1 SF 8 LF 117 SF 69 SF 108 LF 80 SF 3 SF 1 SF

Project No. SE332

-325-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground

Efflorescence Large Spall Large Spall Water Damage Wide Crack Severe Corrosion Severe Corrosion Efflorescence Medium Crack Medium Spall Efflorescence Medium Crack Efflorescence Moderate Corrosion Moderate Corrosion Light Scaling Fine Crack Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Corrosion

130 SF 2 SF 133 SF 28 SF 101 LF 5 SF 20 SF 101 SF 307 LF 1 SF 12 SF 113 LF 19 SF 4 SF 4 SF 15 SF 73 LF 27 SF 16 SF 96 LF 3 SF 2 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Beam Steel Column Concrete Roof Deck

Concrete Pier Foundation Concrete Wall Steel Beam Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-135 S-136

Project No. SE332

-326-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Medium Crack Large Spall Large Spall Efflorescence Large Spall Wide Crack Wide Crack Severe Corrosion Severe Corrosion Efflorescence Medium Scaling Medium Crack Efflorescence Medium Crack Light Scaling Medium Scaling Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Light Scaling Light Scaling Fine Crack Fine Crack Minor Corrosion

224 LF 220 SF 2 SF 94 SF 68 SF 1 LF 23 LF 7 SF 22 SF 86 SF 15 SF 3 LF 22 SF 37 LF 130 SF 12 SF 1 SF 122 LF 2 SF 2 SF 5 SF 11 SF 37 LF 84 LF 1 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall Steel Beam Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam

PHOTO NO.

S-137

S-138

Project No. SE332

-327-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation

Large Scaling

1 SF

Steel Column

Severe Corrosion

8 SF

Concrete Roof Deck

Efflorescence Medium Crack Efflorescence Medium Scaling Medium Crack Efflorescence Efflorescence Medium Crack Moderate Crack Moderate Crack Light Scaling Fine Crack Light Scaling Light Scaling Small Spall Fine Crack Minor Corrosion Minor Corrosion

32 SF 69 LF 7 SF 3 SF 14 LF 170 SF 53 SF 51 LF 5 SF 4 SF 4 SF 28 LF 80 SF 27 SF 16 SF 208 LF 3 SF 4 SF

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-139

Project No. SE332

-328-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Beam Concrete Roof Deck Concrete Pier Foundation

Large Spall Wide Crack Large Spall Large Scaling Wide Crack Damaged Grout Organic Growth Efflorescence Large Spall Wide Crack Incomplete Repair Large Spall Deteriorated Expansion Joint Severe Corrosion Severe Corrosion Efflorescence Medium Crack Medium Scaling Efflorescence Medium Crack Medium Spall Efflorescence Medium Crack Medium Crack Efflorescence Moderate Corrosion Moderate Corrosion Moderate pitting Bent Flange Light Scaling Light Scaling

4 SF 12 LF 1 SF 2 SF 1 LF 1 SF 45 SF 748 SF 161 SF 42 LF 26 SF 32 SF 50 LF 11 SF 16 SF 12 SF 3 LF 4 SF 18 SF 30 LF 3 SF 11 SF 6 SF 109 LF 257 SF 7 SF 4 SF 2 SF 1 4 SF 4 SF

Concrete Slab-On-Ground

Concrete Wall

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Expansion Joint Steel Beam Steel Column Concrete Beam Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

P3 – Low-level priority – must be addressed

Concrete Roof Deck Concrete Pier Foundation

PHOTO NO.

S-140 S-141

S-142 S-143

Project No. SE332

74 cont.

-329-

within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

May 17, 2024

Fine Crack Light Scaling Fine Crack Light Scaling Minor Corrosion Minor Corrosion

16 LF 76 SF 108 LF 22 SF 2 SF 2 SF

Project No. SE332

-330-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall

Concrete Roof Deck

140 SF 18 LF 33 SF 2 SF 21 SF 3 SF 1 63 LF 34 SF 334 SF 124 LF 225 SF 4 SF 131 SF 29 LF

S-144

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Large Spall Wide Crack Large Spall Severe Corrosion Severe Corrosion Damaged Grout Missing Bolts Medium Crack Efflorescence Efflorescence Medium Crack Efflorescence Moderate Corrosion Light Scaling Fine Crack Fine Crack Light Scaling Small Spall Minor Corrosion

102 LF 114 SF 128 SF 9 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column

Concrete Slab-On-Ground Concrete Wall Steel Column Concrete Slab-On-Ground Concrete Wall

Steel Beam

S-145

Project No. SE332

-331-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

Wide Crack Large Spall Wide Crack Severe Corrosion Bent Baseplate Damaged Grout Missing Bolts Bent Flange Medium Crack Efflorescence Medium Scaling Efflorescence Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Moderate Corrosion Moderate Corrosion Fine Crack Medium crack Light Scaling Light Scaling Fine Crack Minor Corrosion

31 LF 208 SF 2 LF 20 SF 9 4 SF 2 1 42 LF 45 SF 4 SF 5 SF 116 SF 91 LF 2 SF 1 SF 2 SF 1 SF 27 LF 4 LF 17 SF 180 SF 66 LF 4 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Bracing Steel Column Steel Ladder Concrete Slab-On-Ground

Concrete Wall Steel Beam

PHOTO NO.

S-146

S-147

Project No. SE332

-332-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground

Large Spall Water Damage Incomplete Repair Wide Crack Severe Corrosion Severe Corrosion Missing Bolts Medium Crack Efflorescence Efflorescence

46 SF 29 SF 18 SF 8 LF 2 SF 21 SF 1 63 LF 34 SF 15 SF

Efflorescence Medium Crack Moderate Corrosion Damaged Grout Light Scaling Fine Crack Fine Crack Minor Corrosion

88 SF 72 LF 4 SF 1 SF 27 SF 62 LF 64 LF 9 SF

Concrete Wall Steel Beam Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam

PHOTO NO.

S-148

Project No. SE332

-333-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall Wide Crack Incomplete Repair Severe Corrosion Medium Crack Efflorescence Medium Scaling Medium Scaling Medium Crack Medium Spall Medium Crack Efflorescence Medium Scaling Moderate Corrosion Damaged Grout Light Scaling Efflorescence Light Scaling Minor Corrosion Minor Corrosion

12 SF 57 SF 32 SF 6 SF 91 LF 78 SF 10 SF 16 SF 32 LF 4 SF 43 LF 178 SF 15 SF 4 SF 2 SF 47 SF 12 SF 110 SF 4 SF 4 SF

Steel Column Concrete Roof Deck

Concrete Slab-On-Ground

Concrete Wall

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-149 S-150

Project No. SE332

-334-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Roof Deck

Wide Crack Incomplete Repair Severe Corrosion Severe Corrosion Medium Crack Efflorescence Medium crack Efflorescence Medium Scaling Efflorescence Medium Crack Moderate Corrosion Light Scaling Fine Crack Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Corrosion

5 LF 49 SF 10 SF 24 SF 72 LF 36 SF 19 LF 8 SF 6 SF 155 SF 105 LF 3 SF 8 SF 65 LF 52 SF 19 SF 122 LF 2 SF 2 SF

Concrete Slab-On-Ground

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-151 S-152

Project No. SE332

-335-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam

Wide Crack Water Damage Wide Crack Severe Corrosion Bent Flange Severe Corrosion Bent Flange Severe Corrosion Medium Crack Efflorescence Medium Crack Medium Crack Efflorescence Medium Scaling Moderate Corrosion Minor Corrosion Light Scaling Efflorescence Light Scaling Fine Crack Fine Crack Light Scaling Minor Corrosion

72 LF 197 SF 115 LF 2 SF 1 2 SF 2 28 SF 71 LF 21 SF 28 LF 90 LF 234 SF 15 SF 6 SF 2 SF 3 SF 30 SF 53 SF 24 LF 112 LF 19 SF 1 SF

Steel Bracing Steel Column P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Column P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Slab-On-Ground

Concrete Wall Steel Beam

PHOTO NO.

S-153

S-154

Project No. SE332

-336-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Large Spall Efflorescence Large Scaling Water Damage Severe Corrosion Severe Corrosion Severe Corrosion Medium Crack Medium Crack Efflorescence Medium Scaling Medium Spall Medium Crack Efflorescence Moderate Corrosion Moderate Corrosion Fine Crack Light Scaling Fine Crack Light Scaling Minor Corrosion

12 SF 84 SF 89 SF 166 SF 22 SF 38 SF 1 SF 98 LF 6 LF 20 SF 18 SF 1 SF 6 LF 364 SF 5 SF 4 SF 29 LF 6 SF 6 LF 32 SF 4 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Steel Beam Steel Column Steel Ladder Concrete Roof Deck Concrete Slab-On-Ground

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Slab-On-Ground Concrete Wall Steel Beam

PHOTO NO.

S-155

S-156 S-157

Project No. SE332

-337-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column Concrete Roof Deck Concrete Masonry Unit Wall Concrete Slab-On-Ground

Efflorescence Water Damage Efflorescence Severe Corrosion Medium Crack Medium Spall Medium Scaling Efflorescence Medium Crack Light Scaling Light Scaling Small Spall Efflorescence Light Scaling Fine Crack Small Spall Light Scaling Minor Corrosion Bent Flange

24 SF 100 SF 339 SF 18 SF 14 LF 1 SF 4 SF 20 SF 172 LF 4 SF 5 SF 3 SF 5 SF 6 SF 111 LF 12 SF 9 SF 2 SF 1

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Concrete Roof Deck Concrete Masonry Unit Wall

Concrete Slab-On-Ground Concrete Wall

Steel Beam

PHOTO NO.

S-158 S-159

3037

3038

3036 3035 3034 3033 3032 3031 3015

3028

3030

3014

3027

3029

3013

3006 3005

3010

3012

3009

301 1

3026 3025

3019

3024

3008

3023

3007

3022

3004

3021

3003 3016

3020 3017

3002

3018

3001

Dat eSav ed:3/ 6/ 2024• Aut hor :E. But t er f i el d

3000

OGS Hot Tunnel Structural Section Map Utility Tunnel Evaluation

Scale 1" = 200'

CHA Project No. 080577

Image Courtesy of the NYS Office of Information Technology Services, GIS Program Office Photo Date: 2021

Project No. SE332

-339-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3000

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Concrete Wall Steel Beam

Large Scaling Wide Crack Severe Corrosion

1 SF 16 LF 1 SF

S-160 S-161

Concrete Roof Deck

Medium Crack Efflorescence Medium crack Efflorescence Medium Crack Efflorescence Fine Crack Light Scaling Fine Crack Light Scaling Small Spall Minor Corrosion

26 LF 10 SF 10 LF 1 SF 96 LF 3 SF 36 LF 5 SF 40 LF 1 SF 1 SF 2 SF

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall

Steel Column

Project No. SE332

-340-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3001

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Wide Crack Large Scaling

27 LF 15 SF

S-162

Concrete Roof Deck

Medium Crack Efflorescence

42 LF 17 SF

Concrete Slab-On-Ground

Efflorescence Medium Crack

68 SF 10 LF

Concrete Wall

Efflorescence Medium Crack Medium Scaling Light Scaling Fine Crack

14 SF 58 LF 5 SF 51 SF 15 LF

Fine Crack

66 LF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall

S-163

Project No. SE332

-341-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3002

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall

Efflorescence Efflorescence Large Scaling Wide Crack Severe Corrosion Medium Crack Efflorescence Medium Scaling Light Scaling Medium Crack Medium Scaling Medium Spall Bent Flange Fine Crack Light Scaling Fine Crack Small Spall Minor Corrosion

132 SF 132 SF 20 SF 10 LF 14 SF 25 LF 10 SF 15 SF 80 SF 60 LF 10 SF 1 SF 1 22 LF 5 SF 80 LF 1 SF 8 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck

Concrete Slab-On-Ground Concrete Wall

Steel Column Concrete Slab-On-Ground Concrete Wall

Steel Column

PHOTO NO.

S-164

Project No. SE332

-342-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3003

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Wide Crack Efflorescence Efflorescence Wide Crack Large Scaling Large Spall Deteriorated Expansion Joint Severe Corrosion Missing Bolts Severe Corrosion Missing Bolts Moderate Corrosion Warping Severe Corrosion Medium Crack Efflorescence Medium Scaling Medium Crack Medium Scaling Minor Corrosion

8 LF 285 SF 362 SF 12 LF 3 SF 1 SF 10 LF 2 SF 2 16 SF 4 8 SF 2 SF 2 SF 12 LF 15 SF 8 SF 97 LF 22 SF 2 SF

Light Scaling Fine Crack Fine Crack Light Scaling Small Spall

10 SF 12 LF 54 LF 19 SF 1 SF

Expansion Joint Steel Beam Steel Column Steel Grating

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Ladder Concrete Roof Deck

Concrete Wall Steel Beam-Platform Landing Concrete Slab-On-Ground Concrete Wall

PHOTO NO.

S-165 S-166

S-167

Project No. SE332

-343-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3004

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall Wide Crack Severe Corrosion Severe Corrosion Efflorescence Medium Crack Large Scaling Medium Spall Efflorescence Medium Crack Efflorescence Medium Crack Light Scaling Light Scaling Fine Crack Minor Corrosion

2 SF 4 LF 5 SF 10 SF 64 SF 46 LF 11 SF 1 SF 19 SF 6 LF 70 SF 11 LF 21 SF 10 SF 92 LF 6 SF

Steel Beam Steel Column Concrete Roof Deck

Concrete Slab-On-Ground Concrete Wall P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Wall Steel Column

PHOTO NO.

Project No. SE332

-344-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3005

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Efflorescence Large Spall Severe Corrosion Severe Corrosion Medium Crack Light Scaling Efflorescence Efflorescence Light Scaling Light Scaling Fine Crack Light Scaling Fine Crack Minor Corrosion

87 SF 4 SF 10 SF 18 SF 101 LF 66 SF 105 SF 107 SF 4 SF 10 SF 75 LF 2 SF 103 LF 10 SF

Concrete Wall

Concrete Pier Foundation Concrete Wall Steel Column

PHOTO NO.

Project No. SE332

-345-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3006

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Roof Deck

Wide Crack Efflorescence Efflorescence Severe Corrosion Severe Corrosion Medium Crack Efflorescence Light Scaling Moderate Corrosion Moderate Corrosion Fine Crack Light Scaling Efflorescence Fine Crack Minor Corrosion

1 LF 129 SF 58 SF 5 SF 20 SF 51 LF 86 SF 62 SF 1 SF 4 SF 84 LF 10 SF 31 SF 71 LF 3 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Steel Beam Steel Column Concrete Roof Deck Concrete Wall Steel Column

PHOTO NO.

S-168

S-169

Project No. SE332

-346-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3007

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall Steel Beam

Efflorescence Severe Corrosion Missing Bolts Severe Corrosion Medium Crack Efflorescence Efflorescence Efflorescence Moderate Corrosion Moderate Corrosion Fine Crack Light Scaling Light Scaling Fine Crack Medium Crack Minor Corrosion Minor Corrosion Minor Corrosion

12 SF 5 SF 3 4 SF 63 LF 84 SF 67 SF 19 SF 1 SF 8 SF 98 LF 1 SF 31 SF 138 LF 6 LF 1 SF 5 SF 8 SF

S-170

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Bracing Steel Column

S-171

Project No. SE332

-347-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3008

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Beam

Severe Corrosion

1 SF

Steel Column

Severe Corrosion

14 SF

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Medium Crack Efflorescence Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Fine Crack Efflorescence Light Scaling Light Scaling Fine Crack Minor Corrosion Minor Pitting

52 LF 125 SF 13 SF 3 LF 2 SF 6 SF 46 LF 38 SF 2 SF 28 SF 86 LF 3 SF 4 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Roof Deck

Concrete Slab-On-Ground Concrete Wall Steel Beam

PHOTO NO.

S-172

S-173

Project No. SE332

-348-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3009

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Efflorescence Efflorescence Severe Corrosion Severe Corrosion Missing Bolts Medium Crack Efflorescence Medium Crack Moderate Corrosion Light Scaling Light Scaling Fine Crack Efflorescence Fine Crack Minor Pitting Minor Corrosion

83 SF 5 SF 1 SF 16 SF 2 73 LF 55 SF 14 LF 2 SF 10 SF 62 SF 39 LF 4 SF 32 LF 2 SF 2 SF

Concrete Wall Steel Beam Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-174 S-175

Project No. SE332

-349-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3010

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall Expansion Joint Steel Beam

Efflorescence Efflorescence Deteriorated Expansion Joint Severe Corrosion Missing Bolts Severe Corrosion Medium Crack Efflorescence Medium Crack

117 SF 27 SF 16 LF 1 SF 2 14 SF 159 LF 109 SF 18 LF

Fine Crack Light Scaling Efflorescence Light Scaling Fine Crack Minor Corrosion

125 LF 33 SF 18 SF 16 SF 36 LF 4 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Wall Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Column

PHOTO NO.

S-176

S-177

Project No. SE332

-350-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3011

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall Steel Beam

Efflorescence Efflorescence Severe Corrosion Missing Bolts Severe Corrosion Medium Crack Efflorescence Medium Scaling Medium Crack Deteriorated Expansion Joint Moderate Corrosion Moderate Pitting Moderate Corrosion Light Scaling Fine Crack Light Scaling Fine Crack Light Scaling Minor Pitting Minor Corrosion

160 SF 31 SF 1 SF 4 18 SF 98 LF 44 SF 6 SF 19 LF 22 LF 2 SF 2 SF 2 SF 12 SF 27 LF 30 SF 141 LF 11 SF 3 SF 1 SF

S-178

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Expansion Joint Steel Beam Steel Bracing Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Bracing

S-179

Project No. SE332

-351-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3012

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Wide Crack Efflorescence Wide Crack Severe Corrosion Missing Bolts Medium Crack Efflorescence Medium Crack Moderate Corrosion Minor Corrosion Moderate Pitting Fine Crack

2 LF 125 SF 1 LF 2 SF 2 115 LF 22 SF 47 LF 12 SF 6 SF 1 SF 69 LF

Concrete Slab-On-Ground

Light Scaling

50 SF

Concrete Wall

Fine Crack

122 LF

Concrete Wall Steel Beam

Concrete Wall Steel Column

PHOTO NO.

S-180 S-181

Project No. SE332

-352-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3013

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground

Efflorescence Large Spall Severe Corrosion Moderate Corrosion Missing Bolts Severe Deflection Severe Corrosion Missing Bolts Medium Crack Efflorescence Efflorescence Medium Crack Medium Crack Efflorescence Moderate Corrosion Fine Crack Light Scaling Light Scaling Fine Crack Light Scaling

152 SF 22 SF 3 SF 1 SF 2 1 SF 14 SF 1 84 LF 4 SF 5 SF 6 LF 47 LF 7 SF 2 SF 53 LF 2 SF 24 SF 118 LF 25 SF

S-182 S-183

Steel Beam

Steel Column P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

S-184

Project No. SE332

-353-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3014

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground Concrete Wall Steel Beam

Large Spall Large Spall Severe Corrosion Missing Bolts Severe Corrosion Moderate Corrosion Medium Crack Efflorescence Wide Crack Efflorescence Efflorescence Efflorescence Light Scaling Medium Crack Fine Crack Light Scaling Light Scaling Fine Crack Minor Corrosion

2 SF 23 SF 11 SF 3 8 SF 2 SF 136 LF 14 SF 11 LF 4 SF 134 SF 76 SF 29 SF 57 LF 86 LF 3 SF 6 SF 102 LF 2 SF

Steel Column P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck

Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall Steel Bracing

PHOTO NO.

S-185

Project No. SE332

-354-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3015

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Wide Crack Large Spall Deteriorated Expansion Joint Severe Corrosion Missing Bolts Severe Corrosion Missing Bolts Severe Corrosion Medium Crack Efflorescence Medium Spall Medium Spall Efflorescence Damaged Mortar Efflorescence Medium Crack Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Light Scaling Fine Crack Light Scaling Fine Crack Light Scaling Fine Crack

3 LF 2 SF 10 LF 28 SF 4 30 SF 1 16 SF 127 LF 229 SF 8 SF 2 SF 9 SF 6 LF 69 SF 4 LF 181 SF 42 LF 4 SF 2 SF 23 SF 123 LF 15 SF 7 LF 53 SF 82 LF

Expansion Joint Steel Beam Steel Column

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Tunnel Framing Concrete Roof Deck

Concrete Masonry Unit Wall

Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

PHOTO NO.

S-186 S-187

Project No. SE332

-355-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3016

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground

Efflorescence

151 SF

S-188

Concrete Wall

Wide Crack

8 LF

S-189

Concrete Slab-On-Ground Concrete Wall

Efflorescence Medium Scaling Efflorescence Small Spall Damaged Flange Fine Crack Medium Crack Light Scaling Fine Crack Medium Crack

13 SF 10 SF 30 SF 10 SF 1 7 LF 10 LF 6 SF 165 LF 43 LF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Slab-On-Ground

Concrete Wall

Project No. SE332

-356-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3017

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground

Efflorescence

260 SF

S-190

Concrete Wall

Large Spall

22 SF

S-191

Concrete Slab-On-Ground Concrete Wall

Medium Crack Efflorescence Medium Crack

5 LF 28 SF 52 LF

Steel Column Concrete Slab-On-Ground

Moderate Corrosion Fine Crack Light Scaling Small Spall Fine Crack Minor Corrosion Minor Corrosion Minor Corrosion

1 SF 75 LF 12 SF 35 SF 88 LF 3 SF 1 SF 6 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Beam Steel Bracing Steel Column

Project No. SE332

-357-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3018

Concrete Slab-On-Ground

Efflorescence

400 SF

S-192

Concrete Wall

Efflorescence Large Spall

46 SF 16 SF

S-193

Concrete Wall

Medium Crack

151 LF

Concrete Wall

Small Spall Fine Crack Light Scaling

5 SF 23 LF 9 SF

Project No. SE332

-358-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3019

P1 – Most serious priority – must be repaired/ replaced immediately.

Brick Wall Concrete Slab-On-Ground

Wide Crack Wide Crack Efflorescence Large Spall Water Damage Large Spall Large Spall Large Scaling Efflorescence Wide Crack Severe Corrosion Severe Corrosion Medium Spall Efflorescence Large Scaling Medium Scaling Efflorescence Medium Crack Medium Spall Efflorescence Medium Scaling Medium Crack Deteriorated Expansion Joint Large Spall Light Scaling Small Spall Fine Crack Minor Corrosion Minor Corrosion

6 LF 3 LF 268 SF 20 SF 40 SF 30 SF 74 SF 32 SF 135 SF 5 LF 1 SF 2 SF 3 SF 39 SF 3 SF 8 SF 14 SF 12 LF 2 SF 31 SF 31 SF 42 LF 13 LF 13 SF 38 SF 57 SF 98 LF 2 SF 2 SF

Concrete Stair Concrete Wall

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Handrail Steel Ladder Brick Wall Concrete Pier Foundation Concrete Ramp Concrete Slab-On-Ground Concrete Stair Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Expansion Joint Brick Wall Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-194 S-195 S-196

Project No. SE332

-359-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3020

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Slab-On-Ground

Steel Bracing

Wide Crack Large Spall Water Damage Large Scaling Large Spall Severe Corrosion Severe Corrosion Light Scaling Large Scaling Medium Crack Efflorescence Light Scaling Efflorescence Medium Scaling Medium Crack Moderate Corrosion

15 LF 6 SF 6 SF 6 SF 18 SF 3 SF 2 SF 5 SF 10 SF 12 SF 75 SF 392 SF 18 SF 4 SF 62 LF 9 SF

Steel Column

Moderate Corrosion

21 SF

Concrete Wall

Light Scaling Small Spall Fine Crack Minor Corrosion Minor Corrosion

22 SF 138 SF 158 LF 15 SF 31 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall Steel Bracing Steel Column Concrete Pier Foundation Concrete Slab-On-Ground

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Bracing Steel Column

PHOTO NO.

S-197

S-198

Project No. SE332

-360-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3021

P1 – Most serious priority – must be repaired/ replaced immediately.

Brick Wall

Wide Crack Large Spall Efflorescence Wide Crack Efflorescence Severe Corrosion Medium Crack Medium Crack Medium Crack Medium Crack Efflorescence Moderate Corrosion Small Spall Small Spall Light Scaling Fine Crack Small Spall Minor Corrosion Minor Corrosion

1 LF 35 SF 83 SF 1 LF 300 SF 2 SF 2 LF 2 LF 13 LF 5 LF 6 SF 1 SF 2 SF 4 SF 4 SF 162 LF 4 SF 2 SF 4 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Pier Foundation Concrete Slab-On-Ground Steel Column Brick Wall Concrete Beam Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Brick Wall Concrete Beam Concrete Slab-On-Ground Concrete Wall Steel Beam Steel Column

PHOTO NO.

S-199

S-200

Project No. SE332

-361-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3022

P1 – Most serious priority – must be repaired/ replaced immediately.

Brick Wall

Large Scaling Wide Crack Efflorescence Large Spall Wide Crack Severe Corrosion Severe Corrosion Medium Spall Medium Scaling Medium Crack Medium Crack Medium Spall Moderate Corrosion Efflorescence Small Spall Light Scaling Small Spall Efflorescence Light Scaling

8 SF 1 SF 110 SF 128 SF 40 LF 1 SF 4 SF 1 SF 45 SF 26 LF 41 LF 9 SF 2 SF 32 SF 5 SF 18 SF 2 SF 18 SF 176 SF

Fine Crack Small Spall Efflorescence Minor Corrosion Minor Corrosion

36 LF 108 SF 1 SF 2 SF 4 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground

Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column Brick Wall Concrete Roof Deck Concrete Masonry Unit Wall Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-201 S-202

Project No. SE332

-362-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3023

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Large Spall Wide Crack Large Spall Wide Crack Large Scaling Severe Corrosion Efflorescence Medium Crack Medium Crack Medium Spall Medium Spall Medium Crack Medium Scaling Moderate Corrosion Small Spall Light Scaling Light Scaling Small Spall Efflorescence Fine Crack Light Scaling Minor Corrosion Minor Corrosion

2 SF 10 SF 27 SF 9 LF 6 SF 1 SF 27 SF 20 LF 19 LF 1 SF 24 SF 35 LF 1 SF 2 SF 3 SF 2 SF 150 SF 118 SF 3 SF 58 SF 10 SF 2 SF 2 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-203 S-204

Project No. SE332

-363-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3024

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Stair Concrete Wall

Large Scaling Large Spall Large Scaling Severe Corrosion Medium Spall Medium Crack Medium Scaling Medium Spall Medium Crack Medium Scaling Moderate Corrosion Moderate Corrosion Moderate Corrosion Small Spall Light Scaling Light Scaling Efflorescence Fine Crack Small Spall Light Scaling Efflorescence Minor Corrosion

1 SF 6 LF 2 SF 1 SF 5 SF 7 LF 3 SF 34 SF 88 LF 10 SF 1 SF 1 SF 4 SF 6 SF 185 SF 200 SF 34 SF 118 LF 348 SF 52 SF 16 SF 10 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Metal Stair Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair Concrete Wall

Metal Stair Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Column

PHOTO NO.

S-205 S-206

Project No. SE332

-364-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3025

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground Concrete Wall Expansion Joint Steel Column Concrete Roof Deck

Wide Crack Large Spall Deteriorated Expansion Joint Missing Bolts Efflorescence

2 LF 27 SF 36 LF 2 2 SF

Concrete Slab-On-Ground

Efflorescence Medium Crack Light Scaling Small Spall Medium Crack Moderate Corrosion Light Scaling Small Spall Light Scaling Fine Crack Light Scaling Fine Crack Minor Corrosion

20 SF 7 LF 270 SF 270 SF 3 LF 4 SF 3 SF 3 SF 250 SF 9 LF 2 SF 43 LF 2 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column

PHOTO NO.

S-207 S-208

Project No. SE332

-365-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3026

Concrete Slab-On-Ground

Large Spall

1 SF

S-209

Expansion Joint

Deteriorated Expansion Joint

9 LF

S-210

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall Steel Column Concrete Roof Deck

Medium Crack Efflorescence Medium Crack Moderate Corrosion Light Scaling Small Spall Light Scaling Fine Crack Medium Crack Light Scaling Small Spall Fine Crack Minor Corrosion Minor Corrosion

5 LF 12 SF 35 LF 4 SF 3 SF 4 SF 150 SF 51 LF 24 LF 7 SF 405 SF 73 LF 1 SF 5 SF

Concrete Slab-On-Ground

Concrete Wall

Steel Beam Steel Column

Project No. SE332

-366-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3027

P1 – Most serious priority – must be repaired/ replaced immediately.

Brick Wall Concrete Roof Deck Concrete Wall

Efflorescence Efflorescence Efflorescence Large Spall Deteriorated Expansion Joint Efflorescence

15 SF 40 SF 92 SF 5 SF 30 LF 43 SF

S-211 S-212

Concrete Wall

Medium Crack Medium Scaling

38 LF 5 SF

Concrete Roof Deck

Small Spall Light Scaling Light Scaling Fine Crack Small Spall Light Scaling Minor Corrosion

18 SF 5 SF 90 SF 37 LF 155 SF 7 SF 3 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years.

Expansion Joint Concrete Slab-On-Ground

Concrete Slab-On-Ground Concrete Wall

Steel Column

Project No. SE332

-367-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3028

Metal Stair

Severe Corrosion

1 SF

S-213

Steel Column

Severe Corrosion Missing Bolts

1 SF 1

S-214

Medium Crack Medium Crack Medium Scaling Medium Spall Small Spall Light Scaling Light Scaling Fine Crack Light Scaling Small Spall Efflorescence Minor Corrosion Minor Corrosion Minor Corrosion

15 LF 28 LF 12 SF 42 SF 3 SF 16 SF 80 SF 43 LF 7 SF 173 SF 34 SF 1 SF 2 SF 2 SF

Concrete Slab-On-Ground Concrete Wall

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Metal Stair Steel Beam Steel Column

Project No. SE332

-368-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3029

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair Concrete Wall

Large Spall Water Damage Large Spall Large Scaling Large Spall Wide Crack Medium Crack Medium Crack Efflorescence Medium Scaling Medium Crack Efflorescence Medium Crack Deteriorated Expansion Joint Moderate Corrosion Missing Bolts Light Scaling Small Spall Fine Crack Light Scaling Light Scaling Fine Crack Small Spall Fine Crack Minor Corrosion

9 SF 20 SF 4 SF 1 SF 6 SF 5 LF 8 LF 20 LF 8 SF 4 SF 1 LF 21 SF 85 LF 37 LF 4 SF 1 7 SF 6 SF 21 LF 23 SF 16 SF 2 LF 216 SF 102 LF 4 SF

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Expansion Joint Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair Concrete Wall Steel Column

PHOTO NO.

S-215

S-216

Project No. SE332

-369-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3030

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Stair

Large Spall

2 SF

S-217

Concrete Wall

Wide Crack

12 LF

Concrete Roof Deck

Medium Crack Efflorescence Efflorescence Efflorescence Efflorescence Medium Crack Deteriorated Expansion Joint Moderate Corrosion Moderate Corrosion Light Scaling Small Spall Fine Crack Medium Crack Fine Crack Medium Crack Small Spall Light Scaling Medium Scaling Small Spall Light Scaling Fine Crack Minor Corrosion

18 LF 18 SF 6 SF 11 SF 15 SF 62 LF 37 LF 4 SF 4 SF 2 SF 10 SF 12 LF 12 LF 15 LF 12 LF 40 SF 17 SF 13 SF 112 SF 5 SF 442 LF 5 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Slab-On-Ground Concrete Stair Concrete Wall Expansion Joint Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair

Concrete Wall

Steel Column

S-218

Project No. SE332

-370-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3031

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Wide Crack

8 LF

Concrete Roof Deck

Efflorescence Medium Crack Medium Scaling Medium Spall Medium Crack Efflorescence Medium Crack Moderate Corrosion Light Scaling Light Scaling Fine Crack Light Scaling Fine Crack Small Spall Light Scaling Fine Crack Minor Corrosion

250 SF 8 LF 1 SF 4 SF 6 LF 10 SF 22 LF 6 SF 5 SF 10 SF 18 LF 27 SF 8 LF 45 SF 15 SF 354 LF 2 SF

Concrete Stair Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair Concrete Wall

Steel Column

PHOTO NO.

S-219

S-220

Project No. SE332

-371-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3032

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall

2 SF

Steel Column

Missing Bolts

Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair

Efflorescence Medium Crack Medium Spall Medium Crack Medium Crack Wide Crack Medium Scaling Moderate Corrosion Light Scaling Small Spall Fine Crack Light Scaling Fine Crack Fine Crack Efflorescence Light Scaling Small Spall Minor Corrosion

40 SF 2 LF 6 SF 7 LF 62 LF 16 LF 1 SF 1 SF 14 SF 2 SF 36 LF 12 SF 13 LF 142 LF 2 SF 6 SF 396 SF 4 SF

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Beam Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair Concrete Wall

Steel Column

PHOTO NO.

S-221

S-222

Project No. SE332

-372-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3033

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Steel Column

Missing Bolts Plate Pullout Loose Bolts

8 1 3

S-223 S-224

Brick Wall

Medium Spall Efflorescence Efflorescence Medium Crack Moderate Corrosion Moderate Corrosion Light Scaling Small Spall Fine Crack Light Scaling Light Scaling Small Spall Fine Crack Minor Corrosion

4 SF 6 SF 16 SF 35 SF 1 SF 1 SF 15 SF 2 SF 39 LF 10 SF 4 SF 405 SF 120 SF 6 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Beam Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Column

Project No. SE332

-373-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

3034

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Slab-On-Ground

Large Spall

1 SF

Steel Column

Severe Corrosion

6 SF

Concrete Roof Deck

Medium Scaling Medium Crack

1 SF 22 LF

Concrete Slab-On-Ground

Efflorescence Medium Crack Medium Scaling Medium Spall Medium Crack Large Spall Medium Spall Light Scaling Small Spall Light Scaling Fine Crack Light Scaling Efflorescence Minor Corrosion Minor Corrosion

200 SF 9 LF 40 SF 3 SF 46 SF 19 SF 16 SF 27 SF 3 SF 62 SF 91 LF 50 SF 27 SF 2 SF 2 SF

Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

PHOTO NO.

S-225

S-226

Project No. SE332

-374-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3035

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall

6 SF

S-227

Steel Column

Severe Corrosion

6 SF

S-228

Concrete Roof Deck

Medium Crack Medium Spall Medium Scaling Medium Crack Efflorescence Medium Crack Medium Spall Light Scaling Light Scaling Light Scaling Fine Crack Small Spall Efflorescence Minor Corrosion

4 LF 1 SF 14 SF 27 LF 92 SF 43 LF 16 SF 14 SF 136 SF 28 SF 52 LF 93 SF 13 SF 1 SF

Concrete Slab-On-Ground

Concrete Wall P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Beam

Project No. SE332

-375-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3036

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall

5 SF

S-229

Steel Column

Severe Corrosion

4 SF

S-230

Concrete Roof Deck Concrete Slab-On-Ground

Medium Crack Medium Crack Efflorescence Medium Crack Medium Spall Small Spall Light Scaling Light Scaling Light Scaling Fine Crack Efflorescence Small Spall Minor Corrosion

7 LF 4 SF 48 SF 34 LF 35 SF 3 SF 25 SF 200 SF 25 SF 112 LF 24 SF 124 SF 1 SF

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Concrete Roof Deck Concrete Slab-On-Ground Concrete Wall

Steel Beam

Project No. SE332

-376-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3037

P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Concrete Wall

Large Spall Wide Crack Severe Corrosion

5 SF 9 LF 8 SF

S-231

Medium Scaling Medium Crack Medium Crack Medium Scaling Medium Crack Medium Crack Medium Spall Moderate Corrosion Light Scaling Fine Crack Efflorescence Light Scaling Light Scaling Efflorescence Light Scaling Efflorescence Small Spall Fine Crack Minor Corrosion

1 SF 2 LF 14 LF 3 SF 2 LF 138 LF 3 SF 3 SF 4 SF 36 LF 38 SF 147 SF 6 SF 1 SF 25 SF 40 SF 112 SF 76 LF 2 SF

Steel Column Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Stair Concrete Wall

P3 – Low-level priority – must be addressed within the next 5-10 years.

Steel Column Concrete Roof Deck Concrete Slab-On-Ground Concrete Stair Concrete Wall

Steel Column

S-232

Project No. SE332

-377-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3038

P1 – Most serious priority – must be repaired/ replaced immediately.

Concrete Roof Deck

Wide Crack Large Spall Large Spall Severe Corrosion Severe Corrosion Medium crack Efflorescence Medium Spall Medium Crack Medium Spall Medium Crack Moderate Corrosion Moderate Corrosion Light Scaling Light Scaling Light Scaling Efflorescence Small Spall Fine Crack Efflorescence Minor Corrosion Minor Corrosion

6 LF 2 SF 8 SF 3 SF 1 SF 15 LF 13 LF 1 SF 12 LF 8 SF 17 LF 2 SF 1 SF 2 SF 1 SF 87 SF 36 SF 96 SF 22 LF 10 SF 2 SF 2 SF

S-233

P2 – Medium-level priority – must be addressed within the next 3-5 years.

P3 – Low-level priority – must be addressed within the next 5-10 years.

Concrete Wall Steel Column Steel Ladder Concrete Roof Deck

Concrete Slab-On-Ground Concrete Wall Steel Column Steel Ladder Concrete Roof Deck Concrete Pier Foundation Concrete Slab-On-Ground Concrete Wall

Steel Beam Steel Column

S-234

Project No. SE332

-378-

Structural Photo Log

May 17, 2024

Project No. SE332

PHOTO NO. S-1 SECTION NO. 1 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

PHOTO NO. S-2 SECTION NO. 1 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Wide Crack

-379-

May 17, 2024

Project No. SE332

-380-

PHOTO NO. S-3 SECTION NO. 1 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion and Missing Bolts and/or Loose Nuts

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-4 SECTION NO. 2 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-5 SECTION NO. 2 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Missing Bolts and/or Loose Nuts

-381-

May 17, 2024

Project No. SE332

PHOTO NO. S-6 SECTION NO. 3 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-7 SECTION NO. 3 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Medium Scaling

-382-

May 17, 2024

Project No. SE332

PHOTO NO. S-8 SECTION NO. 5 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-9 SECTION NO. 5 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-383-

May 17, 2024

Project No. SE332

-384-

PHOTO NO. S-10 SECTION NO. 5 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Bent Baseplate

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-11 SECTION NO. 6 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Medium Spall

PHOTO NO. S-12 SECTION NO. 6 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-385-

May 17, 2024

Project No. SE332

PHOTO NO. S-13 SECTION NO. 8 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Spall

PHOTO NO. S-14 SECTION NO. 8 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-386-

May 17, 2024

Project No. SE332

PHOTO NO. S-15 SECTION NO. 8 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Missing Weld

PHOTO NO. S-16 SECTION NO. 8 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-387-

May 17, 2024

Project No. SE332

-388-

PHOTO NO. S-17 SECTION NO. 9 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

-389-

PHOTO NO. S-18 SECTION NO. 10 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-19 SECTION NO. 11 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Scaling

PHOTO NO. S-20 SECTION NO. 11 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Damaged Grout

-390-

May 17, 2024

Project No. SE332

PHOTO NO. S-21 SECTION NO. 12 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Moderate Corrosion

PHOTO NO. S-22 SECTION NO. 12 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-391-

May 17, 2024

Project No. SE332

PHOTO NO. S-23 SECTION NO. 13 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Spall

PHOTO NO. S-24 SECTION NO. 13 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-392-

May 17, 2024

Project No. SE332

-393-

PHOTO NO. S-25 SECTION NO. 13 PRIORITY LEVEL: P2 – Medium Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

-394-

PHOTO NO. S-26 SECTION NO. 14 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion and Missing Bolt

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-27 SECTION NO. 15 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Exposed Rebar

PHOTO NO. S-28 SECTION NO. 15 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Water Damage

-395-

May 17, 2024

Project No. SE332

PHOTO NO. S-29 SECTION NO. 16 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Steel Grout DESCRIPTION: Damaged Grout

PHOTO NO. S-30 SECTION NO. 16 PRIORITY LEVEL: P3 – Low-Level Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Small Spall

-396-

May 17, 2024

Project No. SE332

PHOTO NO. S-31 SECTION NO. 17 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Efflorescence

PHOTO NO. S-32 SECTION NO. 17 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Water Damage

-397-

May 17, 2024

Project No. SE332

PHOTO NO. S-33 SECTION NO. 18 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-34 SECTION NO. 18 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-398-

May 17, 2024

Project No. SE332

-399-

PHOTO NO. S-35 SECTION NO. 18 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-36 SECTION NO. 19 PRIORITY LEVEL: P2 – Medium Level Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

PHOTO NO. S-37 SECTION NO. 19 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Medium Crack

-400-

May 17, 2024

Project No. SE332

PHOTO NO. S-38 SECTION NO. 20 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

PHOTO NO. S-39 SECTION NO. 20 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Medium Crack

-401-

May 17, 2024

Project No. SE332

PHOTO NO. S-40 SECTION NO. 21 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Damaged Stringer

PHOTO NO. S-41 SECTION NO. 21 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-402-

May 17, 2024

Project No. SE332

PHOTO NO. S-42 SECTION NO. 22 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

PHOTO NO. S-43 SECTION NO. 22 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-403-

May 17, 2024

Project No. SE332

-404-

PHOTO NO. S-44 SECTION NO. 23 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Scaling

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-45 SECTION NO. 24 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-46 SECTION NO. 24 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Severe Corrosion

-405-

May 17, 2024

Project No. SE332

PHOTO NO. S-47 SECTION NO. 25 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Wide Crack

PHOTO NO. S-48 SECTION NO. 25 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-406-

May 17, 2024

Project No. SE332

-407-

PHOTO NO. S-49 SECTION NO. 25 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-50 SECTION NO. 26 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Scaling

PHOTO NO. S-51 SECTION NO. 26 PRIORITY LEVEL: P3 – Low-Level Priority LOCATION: Concrete Roof Deck DESCRIPTION: Medium Crack

-408-

May 17, 2024

Project No. SE332

PHOTO NO. S-52 SECTION NO. 27 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Roof Deck DESCRIPTION: Efflorescence

PHOTO NO. S-53 SECTION NO. 27 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-409-

May 17, 2024

Project No. SE332

PHOTO NO. S-54 SECTION NO. 28 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Roof Deck DESCRIPTION: Efflorescence

PHOTO NO. S-55 SECTION NO. 28 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Steel Column DESCRIPTION: Damaged Grout

-410-

May 17, 2024

Project No. SE332

PHOTO NO. S-56 SECTION NO. 30 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-57 SECTION NO. 30 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Spall

-411-

May 17, 2024

Project No. SE332

PHOTO NO. S-58 SECTION NO. 31 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Wide Crack

PHOTO NO. S-59 SECTION NO. 31 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Steel Column DESCRIPTION: Bent Baseplate

-412-

May 17, 2024

Project No. SE332

PHOTO NO. S-60 SECTION NO. 32 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-61 SECTION NO. 32 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-413-

May 17, 2024

Project No. SE332

PHOTO NO. S-62 SECTION NO. 33 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Spall

PHOTO NO. S-63 SECTION NO. 33 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

-414-

May 17, 2024

Project No. SE332

PHOTO NO. S-64 SECTION NO. 34 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-65 SECTION NO. 34 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

-415-

May 17, 2024

Project No. SE332

PHOTO NO. S-66 SECTION NO. 35 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Moderate Corrosion

PHOTO NO. 67 SECTION NO. 35 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Sump Pump DESCRIPTION: Flooding *OGS was notified of damage item during inspection due to immediate safety concerns. OGS to confirm if item has been resolved.

-416-

May 17, 2024

Project No. SE332

PHOTO NO. S-68 SECTION NO. 36 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

PHOTO NO. S-69 SECTION NO. 36 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

-417-

May 17, 2024

Project No. SE332

PHOTO NO. S-70 SECTION NO. 37 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Bent Flange

PHOTO NO. S-71 SECTION NO. 37 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Large Scaling

-418-

May 17, 2024

Project No. SE332

PHOTO NO. S-72 SECTION NO. 38 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-73 SECTION NO. 38 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-419-

May 17, 2024

Project No. SE332

PHOTO NO. S-74 SECTION NO. 39 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-75 SECTION NO. 39 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Missing Bolt

-420-

May 17, 2024

Project No. SE332

PHOTO NO. S-76 SECTION NO. 40 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Missing Bolt

PHOTO NO. S-77 SECTION NO. 40 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Stair Handrail DESCRIPTION: Detached Handrailing

-421-

May 17, 2024

Project No. SE332

PHOTO NO. S-78 SECTION NO. 41 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-79 SECTION NO. 41 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-422-

May 17, 2024

Project No. SE332

PHOTO NO. S-80 SECTION NO. 42 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. S-81 SECTION NO. 42 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

-423-

May 17, 2024

Project No. SE332

PHOTO NO. S-82 SECTION NO. 43 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-83 SECTION NO. 43 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Bent Flange

-424-

May 17, 2024

Project No. SE332

-425-

PHOTO NO. S-84 SECTION NO. 44 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-85 SECTION NO. 45 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-86 SECTION NO. 45 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-426-

May 17, 2024

Project No. SE332

PHOTO NO. S-87 SECTION NO. 46 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Clear Cover

PHOTO NO. S-88 SECTION NO. 46 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-427-

May 17, 2024

Project No. SE332

PHOTO NO. S-89 SECTION NO. 47 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

PHOTO NO. S-90 SECTION NO. 47 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

-428-

May 17, 2024

Project No. SE332

PHOTO NO. S-91 SECTION NO. 48 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. S-92 SECTION NO. 48 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Sump Cover DESCRIPTION: Severe Corrosion

-429-

May 17, 2024

Project No. SE332

PHOTO NO. S-93 SECTION NO. 49 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-94 SECTION NO. 49 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-430-

May 17, 2024

Project No. SE332

PHOTO NO. S-95 SECTION NO. 51 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-96 SECTION NO. 51 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-431-

May 17, 2024

Project No. SE332

PHOTO NO. S-97 SECTION NO. 52 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-98 SECTION NO. 52 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-432-

May 17, 2024

Project No. SE332

PHOTO NO. S-99 SECTION NO. 53 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Damaged Grout

PHOTO NO. S-100 SECTION NO. 53 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-433-

May 17, 2024

Project No. SE332

PHOTO NO. S-101 SECTION NO. 54 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-102 SECTION NO. 54 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-434-

May 17, 2024

Project No. SE332

PHOTO NO. S-103 SECTION NO. 55 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Light Scaling *Dust from scaling and other dirt impaired the assessment of the slab in this section

PHOTO NO. S-104 SECTION NO. 55 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-435-

May 17, 2024

Project No. SE332

PHOTO NO. S-105 SECTION NO. 56 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Scaling

PHOTO NO. S-106 SECTION NO. 56 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

-436-

May 17, 2024

Project No. SE332

-437-

PHOTO NO. S-107 SECTION NO. 56 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Ladder DESCRIPTION: Severe Corrosion *Access to the ladder is restricted due to the adjacent pipes.

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

-438-

PHOTO NO. S-107 SECTION NO. 57 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

-439-

PHOTO NO. S-109 SECTION NO. 58 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-110 SECTION NO. 59 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

PHOTO NO. S-111 SECTION NO. 59 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-440-

May 17, 2024

Project No. SE332

-441-

PHOTO NO. S-112 SECTION NO. 59 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-113 SECTION NO. 60 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-114 SECTION NO. 60 PRIORITY LEVEL: P2 – Medium Level Priority LOCATION: Steel Column DESCRIPTION: Missing Bolts

-442-

May 17, 2024

Project No. SE332

PHOTO NO. S-115 SECTION NO. 61 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

PHOTO NO. S-116 SECTION NO. 61 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGrade DESCRIPTION: Efflorescence

-443-

May 17, 2024

Project No. SE332

PHOTO NO. S-117 SECTION NO. 62 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-118 SECTION NO. 62 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Damaged Angle

-444-

May 17, 2024

Project No. SE332

PHOTO NO. S-119 SECTION NO. 63 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-120 SECTION NO. 63 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-445-

May 17, 2024

Project No. SE332

PHOTO NO. S-121 SECTION NO. 64 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Spall *OGS was notified of damage item during inspection due to immediate safety concerns. OGS to confirm if item has been resolved.

PHOTO NO. S-122 SECTION NO. 64 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-446-

May 17, 2024

Project No. SE332

-447-

PHOTO NO. S-123 SECTION NO. 64 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Severe Corrosion *OGS was notified of damage item during inspection due to immediate safety concerns. OGS to confirm if item has been resolved.

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-124 SECTION NO. 65 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

PHOTO NO. S-125 SECTION NO. 65 PRIORITY LEVEL: P3 – Low-Level Priority LOCATION: Concrete Wall DESCRIPTION: Fine Crack

-448-

May 17, 2024

Project No. SE332

PHOTO NO. S-126 SECTION NO. 66 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-127 SECTION NO. 66 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-449-

May 17, 2024

Project No. SE332

PHOTO NO. S-128 SECTION NO. 68 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-129 SECTION NO. 68 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-450-

May 17, 2024

Project No. SE332

PHOTO NO. S-130 SECTION NO. 69 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-131 SECTION NO. 69 PRIORITY LEVEL: P3 – Low-Level Priority LOCATION: Steel Beam DESCRIPTION: Bent Flange

-451-

May 17, 2024

Project No. SE332

PHOTO NO. S-132 SECTION NO. 70 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Pier Foundation DESCRIPTION: Large Spall

PHOTO NO. S-133 SECTION NO. 70 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-452-

May 17, 2024

Project No. SE332

-453-

PHOTO NO. S-134 SECTION NO. 70 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-135 SECTION NO. 71 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-136 SECTION NO. 71 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

-454-

May 17, 2024

Project No. SE332

PHOTO NO. S-137 SECTION NO. 72 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Large Spall

PHOTO NO. S-138 SECTION NO. 72 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-455-

May 17, 2024

Project No. SE332

-456-

PHOTO NO. S-139 SECTION NO. 73 PRIORITY LEVEL: P2 – Medium Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-140 SECTION NO. 74 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Organic Growth

PHOTO NO. S-141 SECTION NO. 74 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-457-

May 17, 2024

Project No. SE332

PHOTO NO. S-142 SECTION NO. 74 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

PHOTO NO. S-143 SECTION NO. 74 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-458-

May 17, 2024

Project No. SE332

PHOTO NO. S-144 SECTION NO. 75 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-145 SECTION NO. 75 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-459-

May 17, 2024

Project No. SE332

PHOTO NO. S-146 SECTION NO. 76 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

PHOTO NO. S-147 SECTION NO. 76 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Roof Deck DESCRIPTION: Efflorescence

-460-

May 17, 2024

Project No. SE332

-461-

PHOTO NO. S-148 SECTION NO. 77 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-149 SECTION NO. 78 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

PHOTO NO. S-150 SECTION NO. 78 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Roof Deck DESCRIPTION: Medium Crack

-462-

May 17, 2024

Project No. SE332

PHOTO NO. S-151 SECTION NO. 79 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Incomplete Repair

PHOTO NO. S-152 SECTION NO. 79 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Severe Corrosion

-463-

May 17, 2024

Project No. SE332

PHOTO NO. S-153 SECTION NO. 80 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

PHOTO NO. S-154 SECTION NO. 80 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-464-

May 17, 2024

Project No. SE332

PHOTO NO. S-155 SECTION NO. 81 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Roof Deck DESCRIPTION: Efflorescence

PHOTO NO. S-156 SECTION NO. 81 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Severe Corrosion

-465-

May 17, 2024

Project No. SE332

-466-

PHOTO NO. S-157 SECTION NO. 81 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Ladder DESCRIPTION: Severe Corrosion

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-158 SECTION NO. 82 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage

PHOTO NO. S-159 SECTION NO. 82 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-467-

May 17, 2024

Project No. SE332

PHOTO NO. S-160 SECTION NO. 3000 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

PHOTO NO. S-161 SECTION NO. 3000 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Severe Corrosion

-468-

May 17, 2024

Project No. SE332

PHOTO NO. S-162 SECTION NO. 3001 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

PHOTO NO. S-163 SECTION NO. 3001 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

-469-

May 17, 2024

Project No. SE332

-470-

PHOTO NO. S-164 SECTION NO. 3002 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Steel Column DESCRIPTION: Bent Flange

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-165 SECTION NO. 3003 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-166 SECTION NO. 3003 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-471-

May 17, 2024

Project No. SE332

-472-

PHOTO NO. S-167 SECTION NO. 3003 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-168 SECTION NO. 3006 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-169 SECTION NO. 3006 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-473-

May 17, 2024

Project No. SE332

PHOTO NO. S-170 SECTION NO. 3007 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. S-171 SECTION NO. 3007 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Missing Bolts

-474-

May 17, 2024

Project No. SE332

PHOTO NO. S-172 SECTION NO. 3008 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

PHOTO NO. S-173 SECTION NO. 3008 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-475-

May 17, 2024

Project No. SE332

PHOTO NO. S-174 SECTION NO. 3009 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

PHOTO NO. S-175 SECTION NO. 3009 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Missing Bolts

-476-

May 17, 2024

Project No. SE332

PHOTO NO. S-176 SECTION NO. 3010 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. S-177 SECTION NO. 3010 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Missing Bolts

-477-

May 17, 2024

Project No. SE332

PHOTO NO. S-178 SECTION NO. 3011 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-179 SECTION NO. 3011 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-478-

May 17, 2024

Project No. SE332

PHOTO NO. S-180 SECTION NO. 3012 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-181 SECTION NO. 3012 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-479-

May 17, 2024

Project No. SE332

PHOTO NO. S-182 SECTION NO. 3013 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-183 SECTION NO. 3013 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-480-

May 17, 2024

Project No. SE332

-481-

PHOTO NO. S-184 SECTION NO. 3013 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Severe Deflection

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

-482-

PHOTO NO. S-185 SECTION NO. 3014 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-186 SECTION NO. 3015 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

PHOTO NO. S-187 SECTION NO. 3015 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Beam DESCRIPTION: Missing Bolt

-483-

May 17, 2024

Project No. SE332

PHOTO NO. S-188 SECTION NO. 3016 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-189 SECTION NO. 3016 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-484-

May 17, 2024

Project No. SE332

PHOTO NO. S-190 SECTION NO. 3017 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-191 SECTION NO. 3017 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-485-

May 17, 2024

Project No. SE332

PHOTO NO. S-192 SECTION NO. 3018 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-193 SECTION NO. 3018 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-486-

May 17, 2024

Project No. SE332

PHOTO NO. S-194 SECTION NO. 3019 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Stair DESCRIPTION: Large Spall

PHOTO NO. S-195 SECTION NO. 3019 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-487-

May 17, 2024

Project No. SE332

-488-

PHOTO NO. S-196 SECTION NO. 3019 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. S-197 SECTION NO. 3020 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-198 SECTION NO. 3020 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-489-

May 17, 2024

Project No. SE332

PHOTO NO. S-199 SECTION NO. 3021 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Brick Wall DESCRIPTION: Large Spall

PHOTO NO. S-200 SECTION NO. 3021 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

-490-

May 17, 2024

Project No. SE332

PHOTO NO. S-201 SECTION NO. 3022 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Efflorescence

PHOTO NO. S-202 SECTION NO. 3022 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

-491-

May 17, 2024

Project No. SE332

PHOTO NO. S-203 SECTION NO. 3023 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-204 SECTION NO. 3023 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Wide Crack

-492-

May 17, 2024

Project No. SE332

PHOTO NO. S-205 SECTION NO. 3024 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-206 SECTION NO. 3024 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Severe Corrosion

-493-

May 17, 2024

Project No. SE332

PHOTO NO. S-207 SECTION NO. 3025 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-208 SECTION NO. 3025 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

-494-

May 17, 2024

Project No. SE332

PHOTO NO. S-209 SECTION NO. 3026 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Large Spall

PHOTO NO. S-210 SECTION NO. 3026 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Expansion Joint DESCRIPTION: Deteriorated Expansion Joint

-495-

May 17, 2024

Project No. SE332

PHOTO NO. S-211 SECTION NO. 3027 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Efflorescence

PHOTO NO. S-212 SECTION NO. 3027 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-496-

May 17, 2024

Project No. SE332

PHOTO NO. S-213 SECTION NO. 3028 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Metal Stair DESCRIPTION: Severe Corrosion

PHOTO NO. S-214 SECTION NO. 3028 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Missing Bolts

-497-

May 17, 2024

Project No. SE332

PHOTO NO. S-215 SECTION NO. 3029 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Slab-OnGround DESCRIPTION: Water Damage *Note steam pipe is pouring steam/water directly onto concrete

PHOTO NO. S-216 SECTION NO. 3029 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-498-

May 17, 2024

Project No. SE332

PHOTO NO. S-217 SECTION NO. 3030 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Stair DESCRIPTION: Large Spall

PHOTO NO. S-218 SECTION NO. 3030 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Steel Beam DESCRIPTION: Moderate Corrosion

-499-

May 17, 2024

Project No. SE332

PHOTO NO. S-219 SECTION NO. 3031 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Deck DESCRIPTION: Efflorescence

PHOTO NO. S-220 SECTION NO. 3031 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Steel Column DESCRIPTION: Moderate Corrosion

-500-

May 17, 2024

Project No. SE332

PHOTO NO. S-221 SECTION NO. 3032 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Missing Bolt

PHOTO NO. S-222 SECTION NO. 3032 PRIORITY LEVEL: P3 – Low-Level Priority LOCATION: Concrete Wall DESCRIPTION: Small Spall

-501-

May 17, 2024

Project No. SE332

PHOTO NO. S-223 SECTION NO. 3033 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Missing Bolts

PHOTO NO. S-224 SECTION NO. 3033 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Plate Pullout

-502-

May 17, 2024

Project No. SE332

PHOTO NO. S-225 SECTION NO. 3034 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

PHOTO NO. S-226 SECTION NO. 3034 PRIORITY LEVEL: P2 – Medium-Level Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

-503-

May 17, 2024

Project No. SE332

PHOTO NO. S-227 SECTION NO. 3035 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-228 SECTION NO. 3035 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-504-

May 17, 2024

Project No. SE332

PHOTO NO. S-229 SECTION NO. 3036 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-230 SECTION NO. 3036 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-505-

May 17, 2024

Project No. SE332

PHOTO NO. S-231 SECTION NO. 3037 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Wall DESCRIPTION: Large Spall

PHOTO NO. S-232 SECTION NO. 3037 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Column DESCRIPTION: Severe Corrosion

-506-

May 17, 2024

Project No. SE332

PHOTO NO. S-233 SECTION NO. 3038 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Concrete Deck DESCRIPTION: Wide Crack

PHOTO NO. S-234 SECTION NO. 3038 PRIORITY LEVEL: P1 – Most Serious Priority LOCATION: Steel Ladder DESCRIPTION: Severe Corrosion

-507-

May 17, 2024

Project No. SE332

-508-

Appendix 3: Mechanical Detailed Findings

May 17, 2024

1 2

4 5

77 76 73

60 57 58

63 62

Dat eSav ed:2/ 15/ 2024• Aut hor :E. But t er f i el d

23 24

33 49

1 1

43 51

46 47 48

39 42

OGS Cold Tunnel Mechanical Section Maps Utility Tunnel Evaluation

Scale 1" = 280'

CHA Project No. 080577

Image Courtesy of the NYS Office of Information Technology Services, GIS Program Office Photo Date: 2021

Project No. SE332

SECTION NO. 1

SECTION NO. 2

SECTION NO. 3

-510-

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years. PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years. PRIORITY LEVEL

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

36” PCHWS

Frayed Jacketing

10 LF

M-1

12” Pipe – Fiberglass insulation

Frayed Jacketing

5 LF

M-2

Piping System & Size: 48” Cond

Piping System & Size:

P1 – Most serious priority – must be repaired/ replaced immediately.

14” HPS

P2 – Medium-level priority – must be addressed within the next 3-5 years.

DESCRIPTION Heavily damaged Insulation

DESCRIPTION

QUANTITY 20 LF

PHOTO NO. M-3

QUANTITY

PHOTO NO.

30 LF

M-4

30 LF

M-4

8” CPD

Insulation missing at one segment and frayed jacketing elsewhere. Insulation missing at one segment and frayed jacketing elsewhere. Frayed insulation

50 LF

M-4

36” PCHWS

Frayed Insulation

50 LF

48” COND.

Frayed Insulation

50 LF

12” DCWS

Project No. SE332

SECTION NO. 4

SECTION NO. 6

SECTION NO. 10, 11

-511-

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years. PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

14” PCHWR

Frayed Insulation

130 LF

M-5

14” HPS

Frayed Insulation

10 LF

Piping System & Size:

DESCRIPTION

QUANTITY

PHOTO NO.

48” Condensate pipe

Frayed Insulation

50 LF

M-6

36” PCHWS

Frayed Insulation

50 LF

M-6

12” DCHWS

Wear and tear on the jacketing

50 LF

M-6

14” HPS

Wear and tear on the jacketing

50 LF

M-6

Piping System & Size:

DESCRIPTION

QUANTITY

PHOTO NO.

2 x 6” DCWS

Frayed Insulation

250 LF

M-8

8” DCWS

Frayed Insulation

250 LF

M-8

14” CHWS & 14” CHWR

Frayed Insulation

250 LF

M-8

Project No. SE332

SECTION NO. 17

-512-

PRIORITY LEVEL

Piping System & Size:

P1 – Most serious priority – must be repaired/ replaced immediately.

14” HPS

P2 – Medium-level priority – must be addressed within the next 3-5 years.

12” DCHWS

8” CPD

May 17, 2024

DESCRIPTION Wear and tear on the jacketing and spots of frayed insulation.

QUANTITY

PHOTO NO.

100 LF

M-9

Wear and tear on the jacketing and spots of frayed insulation.

100 LF

M-9

Wear and tear on the jacketing and spots of frayed insulation.

100 LF

M-9

Missing insulation at elbow joints

Project No. SE332

SECTION NO. 18

SECTION NO. 21

-513-

PRIORITY LEVEL P3 – Low-level priority – must be addressed within the next 5-10 years.

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

14” HPS

Frayed insulation jacketing.

200 LF

M-10

12” DCHWS

Frayed insulation jacketing.

200 LF

M-10

10” RFWS

Frayed insulation jacketing.

200 LF

8” CPD

Frayed insulation jacketing.

200 LF

M-10

48” COND.

Frayed insulation jacketing.

200 LF

M-11

36”PCHWS

Frayed insulation jacketing.

200 LF

M-11

Piping System & Size:

DESCRIPTION

QUANTITY

PHOTO NO.

48” Cond.

Missing Insulation.

15 LF

M-12

36” PCHWS

Missing Insulation.

15 LF

M-12

Project No. SE332

SECTION NO. 25

SECTION NO. 28

SECTION NO. 35

-514-

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years. PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

Piping System & Size: 48” Cond.

Piping System & Size:

May 17, 2024

DESCRIPTION Missing Insulation.

DESCRIPTION

QUANTITY 30 LF

QUANTITY

PHOTO NO. M-13

PHOTO NO.

Valving Station and exposed branch-pipe connections.

Missing Insulation

15 LF

M-14

48” Cond

Missing Insulation

15 LF

M-15

36” PCHWS

Missing Insulation

15 LF

M-15

Piping System & Size:

DESCRIPTION

QUANTITY

PHOTO NO.

48” Cond

Torn off jacketing, frayed insulation.

50 LF

M-16

36” PCHWS

Torn off jacketing, frayed insulation.

50 LF

M-16

Project No. SE332

SECTION NO. 35

SECTION NO. 38

SECTION NO. 47

-515-

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

14” HPS

Frayed Insulation

100 LF

8” CPD

Frayed Insulation

100 LF

2 x 6” DCWS

Frayed Insulation

100 LF

36” CHS

Frayed Insulation

100 LF

36” CHR

Frayed Insulation

100 LF

Piping System & Size: Valving station. Exposed valving system.

Piping System & Size: 30” PCHWS

DESCRIPTION Missing insulation on the valves.

DESCRIPTION Frayed Insulation

QUANTITY -

PHOTO NO. M-17

QUANTITY 10 LF

PHOTO NO. M-18

Project No. SE332

SECTION NO. 48

-516-

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. P2 – Medium-level priority – must be addressed within the next 3-5 years.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

Storm drain pump

Dysfunctional pump

M-19

Storm drain pump

Dysfunctional pump

M-20

30” PCHWR

Frayed insulation and jacketing.

20 LF

M-21

Project No. SE332

SECTION NO. 60

-517-

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

Piping System & Size: 8” CWS & CWR

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

Missing pipe and transition pipe fitting insulation Exposed piping is rusted, needs insulation.

5 LF

M-22

150 LF

M-23

20” PCHWR

Exposed piping is rusted, needs insulation.

150 LF

M-23

20” PCHWS

Exposed piping is rusted, needs insulation.

150 LF

M-23

8” RPWS

M-24

14” HPS

Valving station by the pipes mentioned here are exposed. Need insulation. Valving station by the pipes mentioned here are exposed. Need insulation. Valving station by the pipes mentioned here are exposed. Need insulation. Frayed Insulation

200 LF

M-25

8” CPD

Frayed Insulation

200 LF

M-25

12” DCWS

Frayed Insulation

200 LF

M-25

2 x 8” CHW

Frayed Insulation

200 LF

M-25

8” RPWS

20” PCHWR

20” PCHWS

Project No. SE332

SECTION NO. 61

SECTION NO. 63

-518-

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

30” PCHWR

Frayed insulation

100 LF

M-26

20” PCHWR

Frayed insulation

100 LF

M-26

Piping System & Size:

DESCRIPTION

Valving station valves and branch pipes under 14” HPS line 30” PCHWR

Valving station valves and branch pipes are exposed. Need new insulation Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing.

20” PCHWR

QUANTITY

PHOTO NO.

M-27

500 LF

M-27

500 LF

M-27

Project No. SE332

SECTION NO. 68

-519-

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

Piping System & Size: 14” HPS 8” CPD 12” DCWS 8” CHWS 8” CHWR 30” PCHWR 20” PCHWR

May 17, 2024

DESCRIPTION Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing. Frayed piping insulation and disintegrated jacketing.

QUANTITY

PHOTO NO.

500 LF

3037

3038

3036 3035 3034 3033 3032 3031 3015

3028

3030

3014

3027

3029

3013

3006 3005

3010

3012

3009

301 1

3026 3025

3019

3024

3008

3023

3007

3022

3004

3021

3003 3016

3020 3017

3002

3018

3001

Dat eSav ed:3/ 6/ 2024• Aut hor :E. But t er f i el d

3000

OGS Hot Tunnel Mechanical Section Map Utility Tunnel Evaluation

Scale 1" = 200'

CHA Project No. 080577

Image Courtesy of the NYS Office of Information Technology Services, GIS Program Office Photo Date: 2021

Project No. SE332

SECTION NO. 3001

SECTION NO. 3002

SECTION NO. 3003

-521-

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

18” HPS F-LINE

Frayed insulation.

5 LF

M-29

6” CHWS & CHWR

Wear and tear on the jacketing.

20 LF

M-30

Piping System & Size: 6” CHWS & CHWR

DESCRIPTION Wear and tear on the insulation jacketing.

QUANTITY 50 LF

QUANTITY

PHOTO NO. M-31

Piping System & Size:

DESCRIPTION

PHOTO NO.

Valves on the 18” HPS lines.

Exposed valves, no insulation on pipes connecting the valves.

M-32

F-LINE 18” HPS

Frayed insulation on the elbow up section.

5 LF

M-33

18” Orange Pipe

Frayed insulation on the orange pipe.

30 LF

M-34

Project No. SE332

SECTION NO. 3004

SECTION NO. 3007

SECTION NO. 3010

-522-

PRIORITY LEVEL

May 17, 2024

Piping System & Size:

DESCRIPTION

P1 – Most serious priority – must be repaired/ replaced immediately.

Valving station between F & G Line

Exposed valves and pipes at the connection points.

M-36

P2 – Medium-level priority – must be addressed within the next 3-5 years.

18” HPS F-Line

F line has frayed insulation.

30 LF

M-35

PRIORITY LEVEL P3 – Low-level priority – must be addressed within the next 5-10 years. PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

Piping System & Size:

DESCRIPTION

18” HPS white wrapping. F & The insulation jacketing has G Line. wear and tear.

Piping System & Size: 18” HPS

DESCRIPTION Missing insulation jacketing.

QUANTITY

QUANTITY 50 LF

PHOTO NO.

PHOTO NO. M-37

QUANTITY 50 LF

PHOTO NO. M-38

Project No. SE332

SECTION NO. 3011

SECTION NO. 3012

SECTION NO. 3013

-523-

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

May 17, 2024

Piping System & Size:

DESCRIPTION

Overhead, 20” Chilled Water Pipe.

Dented Vinyl covering over pipe insulation.

M-39

18” HPS branch elbow up.

Exposed piping, jacketing wear, and tear.

10 LF

M-39

Piping System & Size:

DESCRIPTION

6” CHW pipe

Piping System & Size: 18” HPS F & G Line 2x6” CHW pipes

The CHW pipe has exposed sections, no insulation jacketing.

DESCRIPTION Temporary jacketing starting to disintegrate in this section. Temporary jacketing starting to disintegrate in this section.

QUANTITY

QUANTITY 20 LF

QUANTITY

PHOTO NO.

PHOTO NO. M-40

PHOTO NO.

50 LF

M-41

50 LF

M-41

Project No. SE332

SECTION NO. 3015

SECTION NO. 3017

SECTION NO. 3020

SECTION NO. 3024

-524-

PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years. P3 – Low-level priority – must be addressed within the next 5-10 years. PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately. PRIORITY LEVEL P2 – Medium-level priority – must be addressed within the next 3-5 years.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

2 x 20” CHW (bottom)

Wear and Tear on the jacketing

50 LF

M-42

2 x 6” CHW (ceiling)

Wear and Tear on the jacketing

50LF

M-42

18” HPS F line 18” HPS G line

Wear and Tear on the jacketing

50 LF

M-43

Piping System & Size: 2” Drainpipe (Bottom).

DESCRIPTION Deteriorated insulation and jacketing falling off.

Piping System & Size:

DESCRIPTION

Valves by the expansion loop

Exposed valves and pipe branches.

Piping System & Size:

DESCRIPTION

QUANTITY 20 LF

QUANTITY 50 LF

QUANTITY

PHOTO NO. M-44

PHOTO NO. M-45

PHOTO NO.

2” Drainpipe.

Disintegrating insulation.

50 LF

M-46

14” HPS H&G Line

No Insulation jacketing

50 LF

M-46

Project No. SE332

SECTION NO. 3030

SECTION NO. 3034

-525-

PRIORITY LEVEL P1 – Most serious priority – must be repaired/ replaced immediately.

Piping System & Size:

May 17, 2024

DESCRIPTION

QUANTITY

PHOTO NO.

14” HPS F line 14” HPS G line

Frayed insulation and wear, and tear on the jacketing.

150 LF

M-47

2 x 6 ” CHW system

Frayed insulation and wear, and tear on the jacketing.

150 LF

M-48

2” Drainpipe

Frayed insulation and wear, and tear on the jacketing.

150 LF

M-48

Steam Valves, branch pipes.

There is a leak at this valve station. Branch pipes to the valves are exposed.

M-49

Piping System & Size: 14” HPS G line

DESCRIPTION Hole in the insulation and the canvas covering as well

QUANTITY 3 LF

PHOTO NO. M-50

Project No. SE332

-526-

Mechanical Photo Log

May 17, 2024

Project No. SE332

PHOTO NO. M-1 SECTION NO. 1 PRIORITY LEVEL: P2 Piping System & Size: 36 “ PCHWS DESCRIPTION: Frayed jacketing. 20 ft

PHOTO NO. M-2 SECTION NO. 1 PRIORITY LEVEL: P2 Piping System & Size: 12” Pipe with fiberglass – unknown system. DESCRIPTION: Frayed insulation 10 ft

-527-

May 17, 2024

Project No. SE332

PHOTO NO. M-3 SECTION NO. 2 PRIORITY LEVEL: P1 Piping System & Size: 48” condensate. DESCRIPTION: Heavily damaged. 20 ft

PHOTO NO. M-4 SECTION NO. 3 PRIORITY LEVEL: P-1 Piping System & Size: 14” HPS – Right Wall DESCRIPTION: Insulation missing at one segment and frayed jacketing elsewhere. 30 ft.

-528-

May 17, 2024

Project No. SE332

PHOTO NO. M-4 SECTION NO. 3 PRIORITY LEVEL: P1 Piping System & Size: 12” DCWS – Right Wall DESCRIPTION: Insulation missing at one segment and frayed jacketing elsewhere. 30 ft.

PHOTO NO. M-4 SECTION NO. 3 PRIORITY LEVEL: P2 Piping System & Size: 8” CPD DESCRIPTION: Frayed insulation

-529-

May 17, 2024

Project No. SE332

-530-

May 17, 2024

PHOTO NO. M-5 SECTION NO. 4,5,6 PRIORITY LEVEL: P2 Piping System & Size: 14” PCHWR DESCRIPTION: Frayed Insulation 130 ft

PHOTO NO. SECTION NO. 4 PRIORITY LEVEL P2 Piping System & Size: 14” HPS DESCRIPTION: Frayed Insulation. 10 ft

No Picture

Project No. SE332

PHOTO NO. M-6 SECTION NO. 6 PRIORITY LEVEL: P2 Piping System & Size: 48” Condensate pipe 36” PCHWS DESCRIPTION: Frayed Insulation 50 ft

PHOTO NO. M-7 SECTION NO. 6 PRIORITY LEVEL:

Piping System & Size: 12” DCHWS 14” HPS DESCRIPTION: Wear and tear on the jacketing.

-531-

May 17, 2024

Project No. SE332

PHOTO NO. M-8 SECTION NO. 10,11 PRIORITY LEVEL: P2 Piping System & Size: 2 x 6” DCWS 8” DCWS 14” CHWS & 14” CHWR DESCRIPTION: Frayed Insulation 250 LF

PHOTO NO. M-9 SECTION NO. 17 PRIORITY LEVEL:

Piping System & Size: 14” HPS 12” DCHWS 8” CPD DESCRIPTION: Wear and tear on the jacketing and spots of frayed insulation. Missing insulation at elbow joints 100 ft

-532-

May 17, 2024

Project No. SE332

PHOTO NO. M-10 SECTION NO. 18 PRIORITY LEVEL: P3 Piping System & Size: 14” HPS, 12” DCHWS, 10” RFWS, 8” CPD DESCRIPTION: Frayed insulation jacketing.

200 LF

PHOTO NO. M-11 SECTION NO. 18 PRIORITY LEVEL: P3 Piping System & Size: 48” Cond. & 36” PCHWS DESCRIPTION: Frayed insulation jacketing.

200 LF

-533-

May 17, 2024

Project No. SE332

PHOTO NO.M-12 SECTION NO. 21 PRIORITY LEVEL P1 Piping System & Size: 48” Cond. & 36” PCHWS DESCRIPTION: Missing Insulation. 30 ft

PHOTO NO. M-13 SECTION NO. 25 PRIORITY LEVEL: P1 Piping System & Size: 48” Cond. DESCRIPTION: Missing Insulation. 30 ft

-534-

May 17, 2024

Project No. SE332

-535-

May 17, 2024

PHOTO NO. M-14 SECTION NO. 28 PRIORITY LEVEL: P1 Piping System & Size: Valving Station and exposed pipe connections. DESCRIPTION: Missing Insulation

PHOTO NO. M-15 SECTION NO. 28 PRIORITY LEVEL: P2 Piping System & Size: 48” Cond & 36” PCHWS DESCRIPTION: Frayed Insulation. 15 ft

No picture

Project No. SE332

-536-

May 17, 2024

PHOTO NO. M-16 SECTION NO. 35 PRIORITY LEVEL: P1 Piping System & Size: 48” Cond. & 36” PCHWS DESCRIPTION: Torn off jacketing, frayed insulation. 50 ft

PHOTO NO. SECTION NO. 35 PRIORITY LEVEL: P2 Piping System & Size: 14” HPS, 8” CPD, 2 x 6” DCWS, 36” CHS & 36” CHR DESCRIPTION: Frayed Insulation 100 ft.

No Picture

Project No. SE332

PHOTO NO. M-17 SECTION NO. 38 PRIORITY LEVEL: P1 Piping System & Size: Valving station. Exposed valving system. DESCRIPTION: Missing insulation on the valves.

PHOTO NO. M-18 SECTION NO. 47 PRIORITY LEVEL: P2 Piping System & Size: 30” PCHWS DESCRIPTION: Frayed Insulation 10 LF

-537-

May 17, 2024

Project No. SE332

PHOTO NO. M-19 SECTION NO. 48 PRIORITY LEVEL: P1 System & Size: Stormwater Sump Pump DESCRIPTION: Not operational duplex pump

PHOTO NO. M-20 SECTION NO. 48 PRIORITY LEVEL: P1 System & Size: Pump DESCRIPTION: Not operational duplex pump being serviced.

-538-

May 17, 2024

Project No. SE332

PHOTO NO. M-21 SECTION NO. 48 PRIORITY LEVEL: P2 Piping System & Size: Left wall bottom pipe (PCHWR) DESCRIPTION: Frayed insulation and jacketing. 20 ft

PHOTO NO. M-22 SECTION NO. 60 PRIORITY LEVEL: P1 Piping System & Size: 8” CWS & CWR DESCRIPTION: Missing pipe and transition pipe fitting insulation

-539-

May 17, 2024

Project No. SE332

PHOTO NO. M-23 SECTION NO. 60 PRIORITY LEVEL: P1 Piping System & Size 8” RPWS, 20” PCHWR, 20” PCHWS DESCRIPTION: Exposed piping is rusted, needs insulation. 150 ft

PHOTO NO. M-24 SECTION NO. 60 PRIORITY LEVEL: P1 Piping System & Size 8” RPWS, 20” PCHWR, 20” PCHWS DESCRIPTION: Valving station by the pipes mentioned here are exposed. Need insulation.

-540-

May 17, 2024

Project No. SE332

PHOTO NO. M-25 SECTION NO. 60 PRIORITY LEVEL: P1 Piping System & Size: 14” HPS, 8” CPD, 12” DCWS & 2 x 8” CHW DESCRIPTION: Frayed insulation. 200 LF

PHOTO NO. M-26 SECTION NO. 61 PRIORITY LEVEL: P1 Piping System & Size: 30” PCHWR & 20” PCHWR DESCRIPTION: Frayed Insulation. 100 ft.

-541-

May 17, 2024

Project No. SE332

PHOTO NO. M-27 SECTION NO. 63 PRIORITY LEVEL: P1 Piping System & Size: Valving station valves and branch pipes. DESCRIPTION: Valving station valves and branch pipes are exposed.

PHOTO NO. M-28 SECTION NO. 63 PRIORITY LEVEL: P1 Piping System & Size: 30” PCHWR & 20” PCHWR DESCRIPTION: Frayed piping insulation and disintegrated jacketing. 500 ft.

-542-

May 17, 2024

Project No. SE332

PHOTO NO. M-29 SECTION NO. 3001 PRIORITY LEVEL: P-2 Piping System & Size: 18” HPS F-LINE DESCRIPTION: Frayed insulation. 5 ft

PHOTO NO. M-30 SECTION NO. 3001 PRIORITY LEVEL: P-2 Piping System & Size: 6” Chilled water system DESCRIPTION: Chilled water supply and return pipes have wear and tear on the jacketing. 20 ft

-543-

May 17, 2024

Project No. SE332

PHOTO NO. M-31 SECTION NO. 3002 PRIORITY LEVEL: P2

Piping System & Size: 6” Chilled Water Supply and Return DESCRIPTION: Wear and tear on the insulation jacketing.

PHOTO NO. M-32 SECTION NO. 3003 PRIORITY LEVEL: P1 Piping System & Size: Valves on the 18” HPS lines. DESCRIPTION: Exposed valves, no insulation on pipes connecting the valves.

-544-

May 17, 2024

Project No. SE332

PHOTO NO. M-33 SECTION NO. 3003 PRIORITY LEVEL: P1 Piping System & Size: F-LINE 18” HPS DESCRIPTION: Frayed insulation on the elbow up section. 10 ft.

PHOTO NO. M-34 SECTION NO. 3003 PRIORITY LEVEL: P1 Piping System & Size: 18” Orange Pipe. DESCRIPTION: Frayed insulation on the orange pipe. The pipe elbows up in this section. 20 ft

-545-

May 17, 2024

Project No. SE332

PHOTO NO. M-35 SECTION NO. 3004 PRIORITY LEVEL: P-2 Piping System & Size: 18” HPS F-Line DESCRIPTION: F line has frayed insulation. 20 ft.

PHOTO NO. M-36 SECTION NO. 3004 PRIORITY LEVEL: P-1 Piping System & Size: Valving station between F & G Line DESCRIPTION: Exposed valves and pipes at the connection points.

-546-

May 17, 2024

Project No. SE332

PHOTO NO. M-37 SECTION NO. 3007 PRIORITY LEVEL: P3 Piping System & Size: 18” HPS white wrapping. F & G Line. DESCRIPTION: The insulation jacketing has wear and tear. 50 ft.

PHOTO NO. M-38 SECTION NO. 3010 PRIORITY LEVEL: P-1 Piping System & Size: 18” HPS below 6” CHWS DESCRIPTION: Missing insulation jacketing. 50 ft.

-547-

May 17, 2024

Project No. SE332

PHOTO NO. M-39 SECTION NO. 3011 PRIORITY LEVEL: P1 Piping System & Size: Overhead, 20” Chilled Water Pipe. DESCRIPTION: Dented Vinyl covering

PHOTO NO. M-39 SECTION NO. 3011 PRIORITY LEVEL: P-1 Piping System & Size: 18” HPS branch elbow up. DESCRIPTION: Exposed piping, jacketing wear, and tear. 10 ft.

-548-

May 17, 2024

Project No. SE332

PHOTO NO. M-40 SECTION NO. 3012 PRIORITY LEVEL: P-1 Piping System & Size: 6” CHW piping. DESCRIPTION: The CHW pipe has exposed sections, no insulation jacketing. 20 ft.

PHOTO NO. M-41 SECTION NO. 3013 PRIORITY LEVEL: P2 Piping System & Size: 18” HPS F & G Line, 2x6” CHW pipes. DESCRIPTION: Temporary jacketing starting to disintegrate in this section. 50 ft.

-549-

May 17, 2024

Project No. SE332

PHOTO NO. M-42 SECTION NO. 3015 PRIORITY LEVEL: P2 Piping System & Size: 2 x 20” CHW (bottom) 2 x 6” CHW (ceiling) DESCRIPTION: Wear and Tear on the jacketing 50 ft.

PHOTO NO. M-43 SECTION NO. 3015 PRIORITY LEVEL: P3 Piping System & Size: 18” HPS F line 18” HPS G line DESCRIPTION: Wear and Tear on the jacketing 50 ft.

-550-

May 17, 2024

Project No. SE332

PHOTO NO. M-44 SECTION NO. 3017 PRIORITY LEVEL: P1 Piping System & Size: 2” Drainpipe (Bottom). DESCRIPTION: Deteriorated insulation and jacketing falling off. 20 ft.

PHOTO NO. M-45 SECTION NO. 3020 PRIORITY LEVEL: P1 Piping System & Size: Valves by the expansion loop DESCRIPTION: Exposed valves and pipe branches.

-551-

May 17, 2024

Project No. SE332

PHOTO NO. M-46 SECTION NO. 3024 PRIORITY LEVEL: P1 Piping System & Size: 2” Drainpipe. 14” HPS H&G Line DESCRIPTION: Disintegrating insulation. 50 ft.

PHOTO NO. M-47 SECTION NO. 3030 PRIORITY LEVEL: P1 Piping System & Size: 14” HPS F line 14” HPS G line DESCRIPTION: Frayed insulation and wear, and tear on the jacketing. 150 ft

-552-

May 17, 2024

Project No. SE332

PHOTO NO. M-48 SECTION NO. 3030 PRIORITY LEVEL: P1 Piping System & Size: 2x6” CHW system 2” Drainpipe DESCRIPTION: Frayed insulation and wear, and tear on the jacketing. 150 ft.

PHOTO NO. M-49 SECTION NO. 3030 PRIORITY LEVEL: P1 Piping System & Size: Steam Valves, branch pipes. DESCRIPTION: There is a leak at this valve station. Branch pipes to the valves are exposed.

-553-

May 17, 2024

Project No. SE332

PHOTO NO. M-50 SECTION NO. 3034 PRIORITY LEVEL: P1 Piping System & Size: 14” HPS G line DESCRIPTION: Hole in the insulation and the canvas covering as well

-554-

May 17, 2024

Project No. SE332

-555-

Appendix 4: Electrical Detailed Findings

May 17, 2024

1 2

X = DEFICIENCY FOUND 3

4 5

77 76 73

60 57 58

63 62

Dat eSav ed:2/ 15/ 2024• Aut hor :E. But t er f i el d

23 24

33 49

1 1

43 51

46 47 48

39 42

OGS Cold Tunnel Electrical Section Maps Utility Tunnel Evaluation

Scale 1" = 280'

CHA Project No. 080577

Image Courtesy of the NYS Office of Information Technology Services, GIS Program Office Photo Date: 2021

Project No. SE332

-557-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Column

Outlet – loose/missing cover with exposed wire Outlet – missing cover

E-1

E-2

Wall

Junction Box – loose/missing cover with exposed wire

E-3

Column

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Column

Outlet – impact damage

E-4

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between Columns

Exposed wire

10 feet

E-5

Between Columns

Broken/damaged hanger caused conduit to break apart and leaving wire exposed Broken hanger led to broken conduit and exposed wire

E-6

E-7

Between Columns

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between Columns

Top of raceway missing. Exposed Wires

8 feet

E-8

Project No. SE332

-558-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Junction box rusted

E-9

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Raceway is beginning to split

E-10

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Exposed wire

E-11

Between columns

Raceway has general damage leading to exposed wires.

3 feet

E-12

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Broken hanger, general damage, and exposed wiring

E-13

Project No. SE332

-559-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Top of raceway not secured in place

E-14

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

General damage, exposed wiring

E-15

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

General damage, exposed wiring

E-16

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

High voltage junction box open

E-17

Between columns

General damage, rust

E-18

Project No. SE332

-560-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Junction Box – loose/missing cover with exposed wire Junction Box – loose/missing cover with exposed wire

E-19

E20

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Column

Outlet – loose/missing cover with exposed wire

E-21

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Column

Outlet – loose/missing cover with exposed wire

E-22

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Ceiling

Junction Box – loose/missing cover with exposed wire

E-23

Wall

Project No. SE332

-561-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Ground

Junction Box – loose/missing cover with exposed wire Junction Box – loose/missing cover with exposed wire

E-24

E-25

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Ceiling

Exposed wires

E-26

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Exposed “Danger” wires

E-27

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Junction Box – loose/missing cover with exposed wire Junction Box – loose/missing cover with exposed wire

E-28

E-29

Wall

Ceiling

Project No. SE332

-562-

LOCATION

May 17, 2024

SECTION NO.

PRIORITY LEVEL

DESCRIPTION

QUANTITY

P2 – Medium-level priority – must be addressed within the next 3-5 years.

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Column

Outlet – loose/missing cover with exposed wire

E-31

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Raceway missing cover. Exposed wiring

E-32

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Junction Box – loose/missing cover with exposed wire

E-33

High moisture in area due to nonoperational pumps

PHOTO NO. E-30

Project No. SE332

-563-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Ceiling

Junction box- general damage

E-34

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Conduit damage. Exposed wire

E-35

Ceiling

Junction box- general damage

E-36

3037

3038

3036 3035 3034 3033 3032 3031 3015

3028

3030

3014

3027

3029

3013

3006 3005

3010

3012

3009

301 1

3026 3025

3019

3024

3008

3023

3007

3022

3004

3021

3003 3016

3020 3017

3002

3018

3001

Dat eSav ed:3/ 6/ 2024• Aut hor :E. But t er f i el d

3000

OGS Hot Tunnel Electrical Section Map Utility Tunnel Evaluation

Scale 1" = 200'

CHA Project No. 080577

Image Courtesy of the NYS Office of Information Technology Services, GIS Program Office Photo Date: 2021

Project No. SE332

-565-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3001

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Junction Box – loose/missing cover with exposed wire

E-37

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3004

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Most hangers and supports are insufficient – or damaged along the line.

E-38

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3010

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Between columns

Missing support hangers

E-39

Project No. SE332

-566-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3012

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Ceiling

E-40

E-41

Ceiling

Junction Box – loose/missing cover with exposed wire Junction Box – loose/missing cover with exposed wire Lowlighting levels in area

E-42

Ceiling

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3013

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Ceiling

Junction Box – loose/missing cover with exposed wire

E-43

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3018

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Light is out

E-44

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3019

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Light is out

Project No. SE332

-567-

May 17, 2024

SECTION NO.

PRIORITY LEVEL

LOCATION

DESCRIPTION

QUANTITY

PHOTO NO.

3024

P2 – Medium-level priority – must be addressed within the next 3-5 years.

Wall

Light is out

E-45

Project No. SE332

-568-

Electrical Photo Log

May 17, 2024

Project No. SE332

PHOTO NO. E-1 SECTION NO. 1 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Column DESCRIPTION: Outlet – loose/missing cover with exposed wire

PHOTO NO. E-2 SECTION NO. 1 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Column DESCRIPTION: Outlet – loose/missing cover with exposed wire

-569-

May 17, 2024

Project No. SE332

-570-

PHOTO NO. E-3 SECTION NO. 1 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

-571-

PHOTO NO. E-4 SECTION NO. 3 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Column DESCRIPTION: Outlet – impact damage

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION:

DESCRIPTION:

PAGE INTENTIONALLY BLANK

May 17, 2024

Project No. SE332

PHOTO NO. E-5 SECTION NO. 4 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Exposed wire

PHOTO NO. E-6 SECTION NO. 4 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Broken/damaged hanger caused conduit to break apart and leaving wire exposed

-572-

May 17, 2024

Project No. SE332

-573-

PHOTO NO. E-7 SECTION NO. 4 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Broken hanger led to broken conduit and exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-574-

PHOTO NO. E-8 SECTION NO. 9 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Top of raceway missing. Exposed Wires

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-575-

PHOTO NO. E-9 SECTION NO. 11 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction box rusted

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-576-

PHOTO NO. E-10 SECTION NO. 12 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Raceway is beginning to split

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

PHOTO NO. E-11 SECTION NO. 14 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Exposed wire

PHOTO NO. E-12 SECTION NO. 14 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Raceway has general damage leading to exposed wires.

-577-

May 17, 2024

Project No. SE332

-578-

PHOTO NO. E-13 SECTION NO. 16 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Broken hanger, general damage, and exposed wiring

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-579-

PHOTO NO. E-14 SECTION NO. 19 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Top of raceway not secured in place

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-580-

PHOTO NO. E-15 SECTION NO. 21 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: General damage, exposed wiring

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-581-

PHOTO NO. E-16 SECTION NO. 25 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: General damage, exposed wiring

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

PHOTO NO. E-17 SECTION NO. 31 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: High voltage junction box open

PHOTO NO. E-18 SECTION NO. 31 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: General damage, rust.

-582-

May 17, 2024

Project No. SE332

PHOTO NO. E-19 SECTION NO. 35 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. E-20 SECTION NO. 35 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction Box – loose/missing cover with exposed wire

-583-

May 17, 2024

Project No. SE332

-584-

PHOTO NO. E-21 SECTION NO. 37 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Column DESCRIPTION: Outlet – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-585-

PHOTO NO. E-22 SECTION NO. 38 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Column DESCRIPTION: Outlet – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-586-

PHOTO NO. E-23 SECTION NO. 45 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

PHOTO NO. E-24 SECTION NO. 48 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ground DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. E-25 SECTION NO. 48 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction Box – loose/missing cover with exposed wire

-587-

May 17, 2024

Project No. SE332

-588-

PHOTO NO. E-26 SECTION NO. 49 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Exposed wires

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-589-

PHOTO NO. E-27 SECTION NO. 50 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Exposed “Danger” wires

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

PHOTO NO. E-28 SECTION NO. 52 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. E-29 SECTION NO. 52 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction Box – loose/missing cover with exposed wire

-590-

May 17, 2024

Project No. SE332

-591-

PHOTO NO. E-30 SECTION NO. 55 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Floor DESCRIPTION: High moisture due to non-operational pumps

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-592-

PHOTO NO. E-31 SECTION NO. 60 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Column DESCRIPTION: Outlet – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-593-

PHOTO NO. E-32 SECTION NO. 62 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Raceway missing cover. Exposed wiring

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-594-

PHOTO NO. E-33 SECTION NO. 74 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-595-

PHOTO NO. E-34 SECTION NO. 75 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction box- general damage

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

PHOTO NO. E-35 SECTION NO. 78 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Conduit damage. Exposed wire

PHOTO NO. E-36 SECTION NO. 78 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction box- general damage

-596-

May 17, 2024

Project No. SE332

-597-

PHOTO NO. E-37 SECTION NO. 3001 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-598-

PHOTO NO. E-38 SECTION NO. 3004 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Most hangers and supports are insufficient – or damaged along the line.

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-599-

PHOTO NO. E-39 SECTION NO. 3010 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Between columns DESCRIPTION: Missing support hangers

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

PHOTO NO. E-40 SECTION NO. 3012 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. E-41 SECTION NO. 3012 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction Box – loose/missing cover with exposed wire

-600-

May 17, 2024

Project No. SE332

-601-

PHOTO NO. E-42 SECTION NO. 3012 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Lowlighting levels in area

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-602-

PHOTO NO. E-43 SECTION NO. 3013 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Ceiling DESCRIPTION: Junction Box – loose/missing cover with exposed wire

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-603-

PHOTO NO. E-44 SECTION NO. 3018 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Light is out

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-604-

PHOTO NO. E-45 SECTION NO. 3024 PRIORITY LEVEL: P2 – Medium-level Priority LOCATION: Wall DESCRIPTION: Light is out

PHOTO NO. SECTION NO. PRIORITY LEVEL:

LOCATION: PAGE INTENTIONALLY BLANK DESCRIPTION:

May 17, 2024

Project No. SE332

-605-

Appendix 5: Limited Survey for ACM’s and PCB’s Report

May 17, 2024

HAZARDOUS MATERIALS SURVEY REPORT Study to Evaluate Utility Tunnels Empire State Plaza Albany, New York Project Site # SE332 CHA Project Number: 080577 March 2024

Prepared for:

NYS Office of General Services Empire State Plaza Albany, New York 12203 Prepared by: CHA Consulting, Inc. 3 Winners Circle Albany, New York 12205 : (518) 453-3915

This document is intended for the use of the individual or entity for which it was prepared and may contain information that is privileged, confidential, and exempt from disclosure under applicable law. Any dissemination, distribution, or copying of this document is strictly prohibited.

QUALIFICATIONS AND CERTIFICATION STATEMENT This Hazardous Materials Survey Report was compiled by a qualified environmental scientist who is also an EPA-trained and a NYSDOL certified asbestos building inspector employed by CHA. This report has been prepared expressly for the use of The New York State Office of General Services. No other parties are entitled to rely upon this report unless our express written consent is first obtained. All conclusions drawn were based on CHA’s review of available historical data, field inspection and analytical results from sampling performed during the course of this project. Recommendations are submitted based on CHA's knowledge, experience, and professional judgment. This inspection report shall not solely serve as an asbestos abatement design document for obtaining bids from abatement contractors. It is recommended that specific abatement design documents be prepared in order to specify procedures and protocols that must be observed in order to ensure that abatement activities are completed in a manner consistent with local, state and federal regulations and requirements prior to any planned mechanical and/or structural work within the tunnel system. Inspection and Report Completed By:

Robert G. Burbank Scientist II

Report Reviewed By:

James Morey Senior Scientist V

PAGE i OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

TABLE OF CONTENTS 1.0

INTRODUCTION .............................................................................................................1

2.0

SCOPE OF WORK ..........................................................................................................1 2.1 Limitations............................................................................................................2

3.0

HAZARDOUS MATERIALS SURVEY .............................................................................2 3.1 Record Review ....................................................................................................2 3.2 ACM Survey.........................................................................................................2 3.2.1 Cold Tunnel ..............................................................................................3 3.2.2 Hot Tunnel................................................................................................3 3.2.3 OGS Hot Tunnel .......................................................................................3 3.3 Lead-Based Paint Survey ....................................................................................4 3.4 PCB Caulk / Sealant Inventory .............................................................................4 3.5 Additional Hazardous Materials Inventory ............................................................4

4.0

RESULTS........................................................................................................................4

5.0

CONCLUSIONS AND RECOMMENDATIONS ................................................................8 5.1 Conclusions .........................................................................................................8 5.2 Recommendations ...............................................................................................8

LIST OF TABLES Table 4-1

Asbestos-Containing Material Summary

LIST OF FIGURES Figure 1 Figure 2

Cold Tunnel Sample Location Plan Hot Tunnel Sample Location Plan

LIST OF APPENDICES Appendix A-1 Appendix A-2

Asbestos Bulk Sample Summary Table Room by Room Table

Appendix B Appendix C Appendix D Appendix E

Lead Sample Summary Table PCB Sample Summary Table Photo Log Asbestos Bulk Sample Analytical Report

Appendix F Appendix G Appendix H

PCB Analytical Report LBP Analytical Report Personnel and Laboratory

V:\Projects\ANY\K6\080577.000\08_Reports\Hazmat Assessment\FINAL\OGS ESP Utility Tunnel Study Hazardous Material Report.docx PAGE ii OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

1.0

INTRODUCTION

CHA was retained by the New York State Office of General Services to complete a hazardous material survey of the Empire State Plaza utility tunnels in Albany, New York. The scope areas within the utility tunnels are shown on Figures 1 and 2, attached to this report. This survey was performed to support the overall existing conditions assessment of the tunnel system and ensure that hazardous materials are properly identified prior to any work that will impact them. This survey report consists of five sections, including this Introduction. Section 2.0 presents the Scope of Work, which outlines the parameters by which this project was performed and the limitations that were encountered. Section 3.0 – Hazardous Materials Survey, details the findings of the inspection and suspect materials identified. Section 4.0 presents a brief overview of the inspection results while Section 5.0 presents CHA’s conclusions and recommendations regarding the hazardous building materials identified as part of this survey and any additional investigations that are recommended.

2.0

SCOPE OF WORK

CHA’s survey of the ESP “hot” and “cold” tunnels was completed per Chapter 9.8 – “Hazardous Materials Guide of the NYSOGS Design Procedures Manual”. This includes the visual identification and sampling of suspect asbestos-containing materials, lead-based paints, PCBcontaining caulks/sealants, and a visual inspection for Mercury-containing items, PCB-containing items (transformers/ballasts), Chlorofluorocarbons (CFCs), Bird Droppings and Mold. During the asbestos inspection, bulk samples of identified suspect asbestos-containing materials were collected based on the protocols referenced in 40 CFR Part 763.86 Subpart E (AHERA). All bulk samples collected by CHA as part of this current inspection effort were transmitted under chain of custody protocol to Atlas Environmental Lab, Corp. (Atlas), a laboratory accredited by the NYSDOH Environmental Laboratory Approval Program (ELAP-11999) for asbestos analysis. An investigation was conducted for lead-based paint (LBP) associated with the utility tunnels. Paint chip samples were also transmitted to Atlas for laboratory analysis via Flame Atomic Absorption. CHA also performed an inspection of the project scope areas for the presence of caulks and sealants suspected to contain polychlorinated biphenyls (PCBs). CHA Collected grab samples of the identified suspect caulks and sealants and those samples were analyzed for PCB content via EPA Method 8082 by CHEMTECH (now Alliance) (NELAP – 11376).

PAGE 1 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

2.1

Limitations

This Hazardous Materials Survey is limited to the utility tunnel areas servicing the Empire State Plaza as shown in Figures 1 and 2. Areas not shown on the attached figures are considered out of scope and were not inspected as part of this survey. Regarding the lead-based paint inspection portion of this hazardous materials survey; The purpose of the lead-based paint inspection and sample collection was for worker exposure during any repair/replacement work and is not a surface-by-surface inspection or a risk assessment for building occupants.

3.0

HAZARDOUS MATERIALS SURVEY

CHA performed the survey site visit from January 17, 2024, and January 22 ,2024. CHA’s background research and field observations during the site inspection with regard to suspect hazardous materials are discussed below. 3.1

Record Review

CHA was not provided any applicable historical records (reports, abatement records, etc.) prior to this survey. 3.2

ACM Survey

The survey was completed by Robert Burbank (#23-61GTF-SHAB) and Andrew Petrilli (#236L7P8-SHAB), NYS Department of Labor certified asbestos inspectors. Copies of Mr. Burbank’s and Mr. Petrilli’s licenses and the laboratory certifications can be found in Appendix I. The objective of this survey is to identify and sample all suspect asbestos-containing materials (SACMs) prior to any recommended repairs of the utility tunnel walls and ceiling, piping, and associated structural supports. For the purpose of this stand-alone report the utility tunnels were broken up into three segments with multiple sections. These three segments and their sections can be seen in figures 1 and 2. : 1. Cold Tunnels 2. Hot Tunnels 3. OGS Hot Tunnels

PAGE 2 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

3.2.1

Cold Tunnel

The Cold Tunnels consist of concrete walls and ceilings, and intermittent CMU (Concrete Masonry Unit) walls throughout with multiple sections of piping of various diameters running alongside perimeter walls on both sides throughout. Within the cold tunnel, CHA observed a CDST line with a canvas overwrap and rubber fittings; HPS and CPS pipes with a canvas overwrap and plaster pipe insulation and fitting insulation within; a smaller water line with fiberglass insulation and canvas wrapped plaster fitting insulation; as well as DCWS, PCHWR&S, CHWR&S, RWPS, EDP and other unnamed pipes with a paper/foil jacket to fiberglass insulation and plastic fittings. Within the last section of the cold tunnel, CHA also observed large job-molded plaster fittings on a 20” PCHWR line that was unique to that section. In addition to various pipe insulation, CHA observed red and green flange gaskets, tar sealant on a remnant section of overhead piping, overhead duct sealant on a single section of ductwork, and a 12” cast iron drain sealant. 3.2.2

Hot Tunnel

The Hot Tunnel consists of concrete walls and ceilings with multiple sections of piping of various diameters running alongside the perimeter walls and ceiling throughout. Within the hot tunnel, CHA observed an F and G line with wet lagging and canvas overwrap on plaster pipe insulation and fitting insulation; overhead pipes with a canvas overwrap on plaster insulation and 4” bare job molded plaster fitting insulation; an 8” unmarked line with canvas overwrap on fiberglass insulation and plastic fittings; as well as a 20” CHWS&R pipes with a paper/foil jacket on fiberglass insulation and plastic fittings that also has intermittent places with canvas and an underlying tar/felt paper jacket. 3.2.3

OGS Hot Tunnel

The OGS Hot Tunnel consists of concrete walls and ceilings, with intermittent CMU walls, and brick window coverings. Various sealants were observed at concrete wall expansion joints, along where concrete walls meet the concrete floor, and at pipe penetrations. CHA also observed multiple sections of piping of various diameters running alongside the perimeter walls and ceiling throughout. CHA observed an F and G line that is primarily canvas overwrap to fiberglass insulation and plaster fittings, that at the last two sections converts to plaster pipe insulation and fittings. Additionally, CHA observed a CHWS&R line, and a drain line with a paper/foil jacket on fiberglass insulation and plastic fittings. All suspect materials not previously sampled, were quantified, sampled, and transmitted under proper chain of custody protocol for asbestos laboratory analysis and analytical results can be found in Appendix E. All of the bulk samples that were collected from each of the utility tunnels and their sections are PAGE 3 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

summarized in Table A-1 located in Appendix A. Table A-1 lists each bulk sample, the location from which it was collected, and also provides the analytical result for each sample. Table A-1 is not intended to outline all locations throughout the scope areas where ACMs exist. Table A-2, the Room-by-Room Inventory, summarizes all suspect, assumed, and confirmed asbestos materials that were observed. For each suspect material in each location, the asbestos content is provided. If the asbestos content is greater than 1.0% asbestos by weight the material is considered an asbestos-containing material. An estimated quantity is provided in Table A-2 for each confirmed or assumed asbestos-containing material in each area or section of utility tunnel. 3.3

Lead-Based Paint Survey

The project scope areas were inspected for the presence of painted surfaces. Multiple painted surfaces were observed that could be impacted as a result of any repairs/replacements/renovations. 32 paint chip samples were collected by CHA on walls, pipe insulation jackets, pipe supports, mechanical and structural components, and etc. and analyzed by Atlas for % lead by weight. See Appendix G for analytical results as well as Table B-1 appended to this report for a sample summary.

3.4

PCB Caulk / Sealant Inventory

CHA performed an inspection of the utility tunnels for the presence of caulks and sealants suspected to contain PCBs. CHA collected eight samples of eight different caulks and/or sealants observed on a ductwork seam, pipe seams, expansion joints and wall penetrations. All caulks/sealants were analyzed for PCBs under EPA Method 8082. See Appendix F for analytical results as well as Table C-1 appended to this report for a sample summary. 3.5

Additional Hazardous Materials Inventory

CHA also inspected the subject area for the presence lighting fixtures, PCB-containing ballasts, mercury-containing thermostat switches and controls. Fluorescent bulbs were observed in Cold Tunnel section 7B and labeled non-PCB containing ballasts were found disconnected in a box within the Hot Tunnels. There were no CFC-containing equipment observed, nor any mold growth or bird droppings/guano observed either.

4.0

RESULTS

CHA identified 113 suspect asbestos-containing materials during the asbestos survey. A total of 285 individual bulk samples were collected and 18 asbestos-containing materials were confirmed through laboratory analysis. All confirmed ACMs are summarized in Table 4-1 below along with quantities present and the condition of the materials observed. PAGE 4 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

PAGE 5 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

Table 4-1. Asbestos-Containing Material Summary Material

Location

Estimated Quantity

Friability / Condition

Cold Tunnel Overhead Duct Sealant

Tunnel 3 Landing on Ductwork Seam

20" PCHWR Elbow Plaster Insulation

Tunnel 11

2" Water Line Plaster Fitting Insulation Plaster Pipe Insulation to CPD Pipes (and any associated ancillary pipes) Plaster Fitting Insulation to CPD Pipes (and any associated ancillary pipes) Linear Plaster Pipe and Fitting insulation to HPS Pipes (and any associated ancillary pipes) Linear Plaster Fitting insulation to HPS Pipes (and any associated ancillary pipes)

5 LF (Sealant)

Non-Friable, Good

5 EA

Friable, Good

10 EA

Friable, Good

Entire Tunnel System

5,790 LF

Friable, Good

Entire Tunnel System

159 EA

Friable, Good

Entire Tunnel System

5,690 LF

Friable, Good

Entire Tunnel System

206 EA

Friable, Good

Tunnel 6-11

Hot Tunnel CPD Line Plaster Pipe Insulation G-Line Plaster Pipe Insulation G-Line Plaster Fitting Insulation

Entire Tunnel System Entire Tunnel System Entire Tunnel System

F-Line Plaster Pipe Insulation F-Line Plaster Fitting Insulation

1594 LF

Friable, Good

1594 LF

Friable, Good

15 EA

Friable, Good

Entire Tunnel System

1594 LF

Friable, Good

Entire Tunnel System

15 EA

Friable, Good

PAGE 6 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

Material

Location

Estimated Quantity

Friability / Condition

4" Overhead Line Bare Job Molded Plaster Fitting

Hot Tunnel Upper South and Upper North

24 EA

Friable, Good

OGS Hot Tunnels CHWS and CHWR Linear Plaster Pipe Insulation

Section 5 and 6

268 LF

Friable, Good

Section 6

4 EA

Friable, Good

G-Line Plaster Pipe and Fitting Insulation

Section 5 and 6

268 LF

Friable, Good

F-Line Plaster Pipe and Fitting Insulation

Section 5 and 6

268 LF

Friable, Good

Black Pipe Sealant on Wall Penetration

Section 4

1 SF

Non-Friable, Good

CHWS and CHWR Linear Plaster Fitting Insulation

CHA identified eight suspect PCB caulks/sealants during the survey. . A total of eight individual grab samples were collected and transmitted to CHEMTECH under proper chain of custody protocol and analyzed for PCBs under EPA Method 8082. Upon analysis, the Overhead Duct Sealant, 12” Cast Iron Drain Sealant, Brown Pipe Sealant to Wall Penetration, and Red Fire Caulk to Wall Penetration were found to have detectable levels of PCBs of 4.3, 6.3, 1, and 0.89 parts per million (PPM) respectively. All of which are below the Toxic Substances Control Act (TSCA) regulatory threshold of 50 PPM. CHA collected thirty-two paint chip samples from subject areas. Upon analysis, Dull Gray Paint to Valve CW58 and Yellow Hand Rail Paint were found to have detectable levels of lead above the 0.5% EPA threshold of lead-based paint. Additionally, the Green Paint to Paper Jacket FG Insulation on 36" Pipe, Dark Green Paint to Paper Jacket on 36" Pipe, Beige Paint on "Y" Valve, Blue Painted 20" PCHWR Elbow, Orange Paint to 4" CPD Line, Green Girder Paint, and Grey Paint to Metal Door / Door Jamb / Door Frame were found to have detectable levels of lead below the 0.5% EPA threshold, which classifies them as lead-containing paint for having any detectable concentration of lead. The remaining samples were found to have no detectable levels of lead above the laboratory detection limit (Less than 0.03% by weight). All of the paint chip samples collected throughout the subject tunnels are summarized in Appendix B, including the collection location, paint description, and the analytical result for each sample. The lead paint chip analytical report is provided as Appendix G. PAGE 7 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

5.0

CONCLUSIONS AND RECOMMENDATIONS

Based upon the scope of work outlined in Section 2.0 of this report and CHA’s review of the analytical results and observations made during the inspection, the following conclusions and recommendations have been developed. 5.1

Conclusions

•

A total of 18 ACMs were confirmed to be present within the subject sections of tunnel through laboratory analysis.

•

Lead-based paints coat the pipe valves and handrails. Additionally, lead-containing paints were confirmed on green fiberglass paper jackets, “Y” valves, blue pipe insulation jackets, orange pipe insulation jackets, and metal doors.

•

Eight suspect caulks/sealants were found within the project scope areas. Non were found to be PCB-containing with levels that exceed the TSCA threshold of 50 PPM.

•

Sixteen fluorescent light tubes/bulbs were found in Cold Tunnel Section 7B, and no mercury-containing thermostats are located in the scope area. Labeled non-PCB containing ballasts were disconnected in a box within the Hot Tunnel. Additionally, there was no mold or bird guano present within the sections of tunnel inspected.

5.2

Recommendations

Based on the site inspection and analysis of samples, CHA has developed the following recommendations: •

18 ACMs were identified throughout the subject tunnels. These ACMs may be impacted or disturbed by future projects and will require removal prior to that work by a licensed asbestos abatement contractor.

•

EPA and HUD consider paint greater than 0.5% lead by weight to be a lead-based paint. In addition, any measurable amount of lead in paint requires compliance with the OSHA Lead in Construction Standard. As a result, any work that impacts painted surfaces containing lead, the OSHA Lead in Construction Standard must be followed by the contractor and all waste should be characterized to determine lead content for disposal.

•

If additional suspect materials are discovered during future projects within the subject

PAGE 8 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

tunnels that have not been identified within this hazardous materials survey report, those materials should be assumed to be asbestos-containing and treated as such until they have been sampled by a NYS-certified asbestos building inspector and analyzed for asbestos. •

Per New York State Code Rule 56-5.1(g) Transmittal of Building/Structure Asbestos Survey Information, information from the building survey shall be immediately transmitted by the government or the Contracting Officer to the entity charged with issuing a permit for such demolition, renovation, remodeling, or repair work under applicable State or local laws. New York State considers any removal of load bearing structural supports as a demolition activity. If load bearing structural supports are impacted by future projects within the subject tunnels, it is also the building owner’s responsibility to transmit this report to the local asbestos control bureau district office. Asbestos Control Bureau District Office New York State Department of Labor Division of Safety and Health State Office Campus, Room 157, Albany, NY 12240

PAGE 9 OGS | EMPIRE STATE PLAZA UTILITY TUNNELS CHA PROJECT NUMBER 085077.000

FIGURES

02B 14A 14D 17A

01 02 03

31B 31C 31E

21 11A 11B 11C 11D

30A 30B 30C

11E 11F 34B 34E

30D 30E 30F

09 10 11

29AA 29BB 29CC 29A 29B 29C 29D 29E 29F

12 13

14 15 16

09A 16A 16B 18A 18B 18C 17

31F

12A 12D 13A

08A 08B PCB-01234-03

14B 14C

6b 15A 15B 33A

34D 38B

20B 21B 38A

39A 39B

32A 32B 32C 32D 32E 32F 33C 33E

7 18 19

28D 28E 28F

07A 07B PCB-01234-01 PCB-01234-02

12B 12C 12E 12F 13B PCB-01234-04

28A 28B 28C 07 08

19A 19B 37A 37B

31A 31D

04 05 06

36D 36E 36F 40A 40B

31A 31D 33B

9 01A 01B 02A 36A 36B 36C

21A 22A 22B 23A

18D 18E 18F 20A 34A 34F

03A 03B 04A 04B 05A 05B 06A

10A 10B 25A 25B 35A 35B

26A 26B 26C 27A 27B 34C

24A 24B 24C 24D 24E 24F

LEGEND

ASBESTOS BULK SAMPLE

01A

PCB BULK SAMPLE

PCB-01234-01

LEAD BASED PAINT SAMPLE

III Winners Circle, PO Box 5269 Albany, NY 12205-0269 518.453.4500 . www.chasolutions.com

SAMPLE LOCATION PLAN COLD TUNNEL UTILITY TUNNEL EVALUATION EMPIRE STATE PLAZA ALBANY, NEW YORK

PROJECT NO. 080577

DATE: 03/2024 FIGURE 2

82A 83A 84A 85A 86A 87A

87B 91B 88A 92B 88B 93B 89A 108A 89B 108B 90B 108C PCB-01234-06 PCB-01234-07

PCB-01234-05 PCB-01234-08 30 31 32

1 2

"OGS HOT TUNNEL"

91A 91C 92A 93A 93C 110A

82B 83B 84B 85B 86B 90A 90C 94A 94B 94C 95A 95B

62B 64A 64B 65B 67A 67B 68A

62C 64C 65C 67C 69B

69A 70A 71A 81A 81B 81C

69C 70B 70C 71A 71B 78C 78D 79A 79B

56B 57B 80A 80B

98A 98B 98C 99A 109A 109B

UPPER NORTH

UPPER SOUTH

95C 96A 96B 97A 97B 97C

110B 111A 111B 112A 112B 113A 113B

22 23 24 25 26 27 28 29

5 99B 100A 100B 100C 101A 101B 101C 102A

102B 102C 103A 103B 103C 104A 104B 104C

105A 107C 105B 105C 106A 106B 106C 107A 107B

"HOT TUNNEL"

SOUTH

56A 57A 58A 58B 59A 59B 60A 60B 60C 61A 61B 61C

72A 72B 72C 73A 73B 74A 75A 76A 77A 77B 77C 78A 78B

62A 63A 63B 63C 65A 66A

66B 66C 75B 75C 76B

LEGEND

ASBESTOS BULK SAMPLE

01A

PCB BULK SAMPLE

PCB-01234-01

LEAD BASED PAINT SAMPLE

01A

III Winners Circle, PO Box 5269 Albany, NY 12205-0269 518.453.4500 . www.chasolutions.com

SAMPLE LOCATION PLAN HOT TUNNEL UTILITY TUNNEL EVALUATION EMPIRE STATE PLAZA ALBANY, NEW YORK

PROJECT NO. 080577

DATE: 03/2024 FIGURE 1

APPENDIX A-1 Asbestos Bulk Sample Summary Table

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

01A 01B 02A 02B 03A 03B 04A 04B 05A 05B 06A 06B 07A 07B 08A 08B 09A 11A 11B 11C 11D 11E 11F 12A 12B 12C 12D 12E 12F

Parge Coat (Wall) Parge Coat (Wall) CMU (Wall) CMU (Wall) Red Gasket Material to Vertical 24" Fitting Red Gasket Material to Vertical 24" Fitting Red Gasket Material to 48" Cleanout Red Gasket Material to 48" Cleanout Y Drain Green Gasket Material Y Drain Green Gasket Material Y" Drain Red Gasket Material Y" Drain Red Gasket Material Overhead Duct Sealant Overhead Duct Sealant 2" PVC Penetrations to Wall Sealant 2" PVC Penetrations to Wall Sealant Bulk Debris 20" PCHWR Elbow Plaster Insulation 20" PCHWR Elbow Plaster Insulation 20" PCHWR Elbow Plaster Insulation 20" PCHWR Elbow Canvas Wrap 20" PCHWR Elbow Canvas Wrap 20" PCHWR Elbow Canvas Wrap 2" Water Line Plaster Fitting Insulation 2" Water Line Plaster Fitting Insulation 2" Water Line Plaster Fitting Insulation Canvas Overwrap to 2" Water Line Fitting Canvas Overwrap to 2" Water Line Fitting Canvas Overwrap to 2" Water Line Fitting

Tunnel 7B Tunnel 7B Tunnel 7B Tunnel 1 Tunnel 4 (Left) Tunnel 4 (Left) Tunnel 4 (Left) Tunnel 4 (Left) Tunnel 4 (Left) Tunnel 4 (Right) Tunnel 4 (Right) Tunnel 2 Tunnel 3 Landing Tunnel 3 Landing Tunnel 6B Tunnel 6B Tunnel 4 (Left) Tunnel 11 Tunnel 11 Tunnel 11 Tunnel 11 Tunnel 11 Tunnel 11 Tunnel 6 Tunnel 6 (Far End) Tunnel 6 (Far End) Tunnel 6 (Far End) Tunnel 6 (Far End) Tunnel 6 (Far End)

ASBESTOS CONTENT (%) NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD 11% CHRY NA/PS NAD NAD NAD 8.5% CHRY NA/PS NA/PS NA/PS NA/PS NA/PS NAD (Positive due to 12B) 11% CHRY NA/PS NAD (Positive due to 12B) NAD (Positive due to 12B) NAD (Positive due to 12B)

Pre-Demolition ACM Survey

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

13A 13B 14A 14B 14C 14D 15A 15B 16A 16B 17A 17B 18A 18B 18C 18D 18E 19A 19B 20A 20B 21A 21B 22A 22B 23A 23B 24A 24B 24C 24D 24E 24F 25A 25B 26A

Paper / Foil to Linear FG Insulation on 2" Waterline Paper / Foil to Linear FG Insulation on 2" Waterline Concrete (Floor) Concrete (Floor) Concrete (Wall) Concrete (Wall) Paper / Foil to FG on 4-Way MPS Line Paper / Foil to FG on 4-Way MPS Line New Far 12" Line Paper / Foil to FG New Far 12" Line Paper / Foil to FG Paper / Foil to FG on 14" Pipe Above LD Condensate Paper / Foil to FG on 14" Pipe Above Plaster Fitting to Valve CW58 Plaster Fitting to Valve CW58 Plaster Fitting to Valve CW58 Paper / Foil to FG to Plaster Fitting to Valve CW58 Paper / Foil to FG to Plaster Fitting to Valve CW58 12" Cast Iron Drain Sealant 12" Cast Iron Drain Sealant Paper / Foil to FG on 48" Pipe Paper / Foil to FG on 48" Pipe Overwrap to Foam on 48" Pipe Overwrap to Foam on 48" Pipe Canvas Overwrap on 36" Pipe Canvas Overwrap on 36" Pipe Paper / Foil to FG on 36" Pipe Paper / Foil to FG on 36" Pipe Plaster Insulation on 4"-6" Fitting DWCS Plaster Insulation on 4"-6" Fitting DWCS Plaster Insulation on 4"-6" Fitting DWCS Canvas Overwrap on 4"-6" Fitting DWCS Canvas Overwrap on 4"-6" Fitting DWCS Canvas Overwrap on 4"-6" Fitting DWCS Paper / Foil to FG on 4" OM Pipe Paper / Foil to FG on 4" OM Pipe 10" RWPS Mudded Fitting

Tunnel 6 Tunnel 6 (Far End) Tunnel 1 (Threshold / Doorway) Tunnel 2A (Far End) Tunnel 2A (Far End) Tunnel 1 (Threshold / Doorway) Tunnel 6A Tunnel 6A Tunnel 5 Tunnel 5 Tunnel 1 (Left) Tunnel 2 (Left) Tunnel 5 Tunnel 5 Tunnel 5 Tunnel 5 Tunnel 5 Tunnel 7 Tunnel 7 Tunnel 5 (Right) Tunnel 2B (Far End) Tunnel 1 Tunnel 2B (Far End) Tunnel 1 (Left Tunnel 1 (Left) Tunnel 1 (Left) Tunnel 2 (Left) Tunnel 5A (Left) Tunnel 5A (Left) Tunnel 5A (Left) Tunnel 5A (Left) Tunnel 5A (Left) Tunnel 5A (Left) Tunnel 4 (Left) Tunnel 4 (Left) Tunnel 5 (Right)

ASBESTOS CONTENT (%) NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD

Pre-Demolition ACM Survey

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

26B 26C 27A 27B 28A 28B 28C 28D 28E 28F 29AA 29BB 29CC 29A 29B 29C 29D 29E 29F 30A 30B 30C 30D 30E 30F 31A 31B 31C 31D 31E 31F 32A 32B 32C 32D 32E 32F 33A 33B 33C 33D 33E 33F

10" RWPS Mudded Fitting 10" RWPS Mudded Fitting 10" RWPS Paper / Foil to Linear FG Insulation 10" RWPS Paper / Foil to Linear FG Insulation 8" Horizontal MPS Line Plaster Elbow 8" Horizontal MPS Line Plaster Elbow 8" Horizontal MPS Line Plaster Elbow 8" MPS Horizontal Line Canvas to Elbow 8" MPS Horizontal Line Canvas to Elbow 8" MPS Horizontal Line Canvas to Elbow 4" Horizontal Pipe Across Platform Plaster Insulation 4" Horizontal Pipe Across Platform Plaster Insulation 4" Horizontal Pipe Across Platform Plaster Insulation 4" Horizontal Pipe Across Platform Inner Layer Fabric Wrap 4" Horizontal Pipe Across Platform Inner Layer Fabric Wrap 4" Horizontal Pipe Across Platform Middle Layer Fabric Wrap 4" Horizontal Pipe Across Platform Middle Layer Fabric Wrap 4" Horizontal Pipe Across Platform Outer Layer Fabric Wrap 4" Horizontal Pipe Across Platform Outer Layer Fabric Wrap Linear Plaster Insulation to Orange OH 2" Drain Line Linear Plaster Insulation to Orange OH 2" Drain Line Linear Plaster Insulation to Orange OH 2" Drain Line Canvas Wrap to Plaster Insulation to Orange 2" Drain Canvas Wrap to Plaster Insulation to Orange 2" Drain Canvas Wrap to Plaster Insulation to Orange 2" Drain Linear Plaster Insulation To 4" CPD Line Linear Plaster Insulation to 8" CPD Line Linear Plaster Insulation to 8" CPD Line Linear 4" CDP Canvas Overwrap Linear 8" CDP Canvas Overwrap Linear 8" CDP Canvas Overwrap Plaster Insulation To Orange 8" CDP Elbow Plaster Insulation To Orange 8" CDP Elbow Plaster Insulation To Orange 8" CDP Elbow Canvas Overwrap to Orange 8" CDP Elbow Canvas Overwrap to Orange 8" CDP Elbow Canvas Overwrap to Orange 8" CDP Elbow 14" HPS Plaster Fitting Insulation 14" HPS Plaster Fitting Insulation 14" HPS Plaster Fitting Insulation Canvas to 14" HPS Fitting Canvas to 14" HPS Fitting Canvas to 14" HPS Fitting

Tunnel 5 (Right) Tunnel 5 (Right) Tunnel 5 (Right) Tunnel 5 (Right) Tunnel 2A (Landing) Tunnel 2A (Landing) Tunnel 2A (Landing) Tunnel 2A (Landing) Tunnel 2A (Landing) Tunnel 2A (Landing) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 2A (Mid) Tunnel 10 Tunnel 10 Tunnel 10 Tunnel 10 Tunnel 10 Tunnel 10 Tunnel 1 (Right) Tunnel 11 (Left / Upper) Tunnel 11 (Left / Upper) Tunnel 1 (Right) Tunnel 11 Tunnel 11 Tunnel 2A Tunnel 2A Tunnel 2A Tunnel 2A Tunnel 2A Tunnel 2A Tunnel 6A Tunnel 6A Tunnel 6A Tunnel 1 (Right) Tunnel 2A (Right) Tunnel 2A (Right)

ASBESTOS CONTENT (%) NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD 1.8%CHRY 3.8%AMO NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS 3.4%AMO NA/PS NA/PS NA/PS NA/PS NA/PS NAD (Positive due to 31B) 3.6% CHRY NA/PS NA/PS NA/PS NA/PS 4.3% CHRY NA/PS NA/PS NA/PS NA/PS NA/PS 4.2% CHRY NA/PS NA/PS NA/PS NA/PS NA/PS

Pre-Demolition ACM Survey

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

34A 34B 34C 34D 34E 34F 35A 35B 36A 36B 36C 36D 36E 36F 37A 37B 38A 38B 39A 39B 40A 40B 56A 56B 57A 57B 58A 58B 59A 59B 60A 60B 60C 61A 61B 61C

14" HPS Linear Plaster Insulation 14" HPS Linear Plaster Insulation 14" HPS Linear Plaster Insulation 14" HPS Linear Canvas Overwrap 14" HPS Linear Canvas Overwrap 14" HPS Linear Canvas Overwrap Paper / Foil to FG on 24" Vertical Pipe Paper / Foil to FG on 24" Vertical Pipe 6" Vertical HPS Line Linear Plaster Insulation 6" Vertical HPS Line Linear Plaster Insulation 6" Vertical HPS Line Linear Plaster Insulation 6" Vertical MPS Line Linear Canvas Overwrap 6" Vertical MPS Line Linear Canvas Overwrap 6" Vertical MPS Line Linear Canvas Overwrap Paper / Foil to FG on HPS Line Paper / Foil to FG on HPS Line 14" CHWS Horizontal Paper / Foil to FG 14" CHWS Horizontal Paper / Foil to FG Paper / Foil to FG 6" Horizontal Line Paper / Foil to FG 6" Horizontal Line Paper / Foil to 8" MPS Line Paper / Foil to 8" MPS Line 6" CHWR Line Paper/Foil to FG Insulation 6" CHWR Line Paper/Foil to FG Insulation 6" CHWS Line Paper/Foil to FG Insulation 6" CHWS Line Paper/Foil to FG Insulation 14" F-Line Paper/Foil to FG 14" F-Line Paper/Foil to FG 14" G-Line Paper/Foil to FG 14" G-Line Paper/Foil to FG 4" CPD Line Plaster Insulation 4" CPD Line Plaster Insulation 4" CPD Line Plaster Insulation 4" CPD Line Canvas Overwrap 4" CPD Line Canvas Overwrap 4" CPD Line Canvas Overwrap

Tunnel 5 (Right) Tunnel 11 Tunnel 5 (Left / Upper) Tunnel 6A Tunnel 11 Tunnel 5 (Left / Upper) Tunnel 4 (Left) Tunnel 4 (Left) Tunnel 7B Tunnel 7B Tunnel 7B Tunnel 7B Tunnel 7B Tunnel 7B Tunnel 7 Tunnel 7 Tunnel 2B (Far End) Tunnel 6A (Far End) Tunnel 2B (Far End) Tunnel 2B (Far End) Tunnel 7B Tunnel 7B Hot Tunnel South Hot Tunnel Upper South Hot Tunnel South Hot Tunnel Upper South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South

ASBESTOS CONTENT (%) NAD (Positive due to 34B) 4.2% AMO NA/PS NA/PS NA/PS NA/PS NAD NAD 6% CHRY NA/PS NA/PS NA/PS NA/PS NA/PS NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD 4.5%AMO NA/PS NA/PS NA/PS NA/PS NA/PS

Pre-Demolition ACM Survey

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

62A 62B 62C 63A 63B 63C 64A 64B 64C 65A 65B 65C 66A 66B 66C 67A 67B 67C 68A 68B 68C 69A 69B 69C

14" G-Line Plaster Insulation 14" G-Line Plaster Insulation 14" G-Line Plaster Insulation 14" G-Line Canvas Overwrap 14" G-Line Canvas Overwrap 14" G-Line Canvas Overwrap 14" G-Line Wet Lagging 14" G-Line Wet Lagging 14" G-Line Wet Lagging 14" F-Line Plaster Insulation 14" F-Line Plaster Insulation 14" F-Line Plaster Insulation 14" F-Line Canvas Overwrap 14" F-Line Canvas Overwrap 14" F-Line Canvas Overwrap 14" F-Line West Lagging 14" F-Line West Lagging 14" F-Line Wet Lagging 4" to 8" CPD (Bottom Pipe) Plaster Insulation 4" to 8" CPD (Bottom Pipe) Plaster Insulation 4" to 8" CPD (Bottom Pipe) Plaster Insulation 4" to 8" CPD (Bottom Pipe) Cloth Wrap 4" to 8" CPD (Bottom Pipe) Cloth Wrap 4" to 8" CPD (Bottom Pipe) Cloth Wrap

Hot Tunnel South Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel Upper South Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel South Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel Upper South Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel Upper North

70A

4" to 8" CPD (Top Pipe) Plaster Insulation

Hot Tunnel Upper South

70B 70C 71A 71B 71C 72A 72B 72C 73A 73B 74A 74B 74C

4" to 8" CPD (Top Pipe) Plaster Insulation 4" to 8" CPD (Top Pipe) Plaster Insulation 4" to 8" CPD (Top Pipe) Cloth Wrap 4" to 8" CPD (Top Pipe) Cloth Wrap 4" to 8" CPD (Top Pipe) Cloth Wrap OH 8" Condensate Line (Left) Canvas to FG OH 8" Condensate Line (Right) Canvas to FG OH 8" Condensate Line (Right) Canvas to FG 20" CHW Line (Bottom) Paper/Foil to FG 20" CHW Line (Bottom) Paper/Foil to FG 20" CHW Line (Bottom) Canvas to Paper/Foil to FG 20" CHW Line (Bottom) Canvas to Paper/Foil to FG 20" CHW Line (Bottom) Canvas to Paper/Foil to FG

Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South

ASBESTOS CONTENT (%) 4.9%AMO NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS 5.3% AMO NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS NA/PS 5.3%AMO NA/PS NA/PS NA/PS NA/PS NA/PS 2.5%CHRY 5.6%AMO Total= 8.1% NA/PS NA/PS NA/PS NA/PS NA/PS NAD NAD NAD NAD NAD NAD NAD NAD

Pre-Demolition ACM Survey

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

75A 75B 75C 76A 76B 77A 77B 77C 78A 78B 78C 78D 79A 79B 80A 80B 81A 81B 81C 82A 82B 83A 83B 84A 84B 85A 85B 86A 86B 87A 87B 88A 88B

20" CHW Line (Top) Tar/Felt to FG 20" CHW Line (Top) Tar/Felt to FG 20" CHW Line (Top) Tar/Felt to FG 20" CHW Line (Top) Paper/Foil to Tar/Felt to FG 20" CHW Line (Top) Paper/Foil to Tar/Felt to FG 20" CHW Line (Top) Canvas to Paper/Foil to Tar/Felt to FG 20" CHW Line (Top) Canvas to Paper/Foil to Tar/Felt to FG 20" CHW Line (Top) Canvas to Paper/Foil to Tar/Felt to FG Concrete (Wall) Concrete (Wall) Concrete (Ceiling) Concrete (Ceiling) 4" Overhead Line Brown Cloth Wrap 4" Overhead Line Brown Cloth Wrap 4" Overhead Line Paper/Foil 4" Overhead Line Paper/Foil 4" Overhead Line Bare Job Molded Plaster Fitting 4" Overhead Line Bare Job Molded Plaster Fitting 4" Overhead Line Bare Job Molded Plaster Fitting HPS 14" Line (F) Paper/Foil to FG HPS 14" Line (F) Paper/Foil to FG HPS 14" Line (G) Paper/Foil to FG HPS 14" Line (G) Paper/Foil to FG CWS G Line Paper/Foil to FG CWS G Line Paper/Foil to FG CWR G Line Paper/Foil to FG CWR G Line Paper/Foil to FG 2" Drain Paper/Foil to FG 2" Drain Paper/Foil to FG Vertical Expansion Joint Caulk (Black) Vertical Expansion Joint Caulk (Black) Horizontal Seam Sealant (Grey) Horizontal Seam Sealant (Grey)

Hot Tunnel South Hot Tunnel Upper South Hot Tunnel Upper South Hot Tunnel South Hot Tunnel Upper South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel South Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel Upper South Hot Tunnel Upper South Hot Tunnel Upper North Hot Tunnel Upper North Hot Tunnel Upper North Section 1 Section 4 Section 1 Section 4 Section 1 Section 4 Section 1 Section 4 Section 1 Section 4 Section 1 Section 1 Section 1 Section 1

ASBESTOS CONTENT (%) NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD 3.7% CHRY NA/PS NA/PS NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD

Pre-Demolition ACM Survey

CHA Consulting, Inc.

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

89A 89B 90A 90B 90C 91A 91B 91C 92A 92B 92C 93A 93B 93C

Embedded Textured Material to Black Exp. Joint Embedded Textured Material to Black Exp. Joint HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Canvas Wrap to Pipe Elbow HPS 14" G-Line Canvas Wrap to Pipe Elbow HPS 14" G-Line Canvas Wrap to Pipe Elbow HPS 14" F-Line Mudded Plaster Elbow Insulation HPS 14" F-Line Mudded Plaster Elbow Insulation HPS 14" F-Line Mudded Plaster Elbow Insulation HPS 14" F-Line Canvas Wrap to Pipe Elbow HPS 14" F-Line Canvas Wrap to Pipe Elbow HPS 14" F-Line Canvas Wrap to Pipe Elbow

Section 1 Section 1 Section 4 Section 1 Section 5 Section 4 Section 1 Section 4 Section 4 Section 1 Section 5 Section 4 Section 1 Section 4

94A

CHWS Linear Plaster Pipe Insulation

Section 5

94B 94C 95A 95B 95C 96A 96B

CHWS Linear Plaster Pipe Insulation CHWS Linear Plaster Pipe Insulation CHWS Linear Over Wrap to Plaster Pipe Insulation CHWS Linear Over Wrap to Plaster Pipe Insulation CHWS Linear Over Wrap to Plaster Pipe Insulation CHWS Linear Paper/Foil to FG CHWS Linear Paper/Foil to FG

Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5

97A

CHWR Linear Plaster Pipe Insulation

Section 5

97B 97C 98A 98B 98C 99A 99B

CHWR Linear Plaster Pipe Insulation CHWR Linear Plaster Pipe Insulation CHWR Linear Over Wrap to Plaster Pipe Insulation CHWR Linear Over Wrap to Plaster Pipe Insulation CHWR Linear Over Wrap to Plaster Pipe Insulation CHWR Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG

Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5

100A

CHWS Pipe Elbow Plaster Insulation

Section 5

100B 100C 101A 101B 101C

CHWS Pipe Elbow Plaster Insulation CHWS Pipe Elbow Plaster Insulation CHWS Canvas Wrap to Pipe Elbow CHWS Canvas Wrap to Pipe Elbow CHWS Canvas Wrap to Pipe Elbow

Section 5 Section 5 Section 5 Section 5 Section 5

102A

CHWR Pipe Elbow Plaster Insulation

Section 5

102B 102C 103A 103B 103C

CHWR Pipe Elbow Plaster Insulation CHWR Pipe Elbow Plaster Insulation CHWR canvas Wrap to Pipe Elbow CHWR canvas Wrap to Pipe Elbow CHWR canvas Wrap to Pipe Elbow

Section 5 Section 5 Section 5 Section 5 Section 5

ASBESTOS CONTENT (%) NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD 2.4%CHRY 5.1%AMO Total= 7.5% NA/PS NA/PS NA/PS NA/PS NA/PS NAD NAD 2.4%CHRY 5.1%AMO Total= 7.5% NA/PS NA/PS NA/PS NA/PS NA/PS NAD NAD 2.5%CHRY 5%AMO Total= 7.5% NA/PS NA/PS NA/PS NA/PS NA/PS 2.3%CHRY 8.2%AMO Total=11% NA/PS NA/PS NA/PS NA/PS NA/PS

Pre-Demolition ACM Survey

SAMPLE NUMBER

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

104A 104B 104C 105A 105B 105C 106A 106B 106C 107A 107B 107C 108A 108B 108C 108D 109A 109B 10A 10B 110A 110B 111A 111B 112A 112B 113A 113B

G-Line Plaster Pipe Insulation G-Line Plaster Pipe Insulation G-Line Plaster Pipe Insulation G-Line Canvas Wrap to Pipe Insulation G-Line Canvas Wrap to Pipe Insulation G-Line Canvas Wrap to Pipe Insulation F-Line Plaster Pipe Insulation F-Line Plaster Pipe Insulation F-Line Plaster Pipe Insulation F-Line Canvas Wrap to Pipe Insulation F-Line Canvas Wrap to Pipe Insulation F-Line Canvas Wrap to Pipe Insulation Concrete (Floor) Concrete (Floor) Concrete (Wall) Concrete (Wall) CMU Wall CMU Wall 4" Pipe Overhead Black Sealant 4" Pipe Overhead Black Sealant Grout to Red Brick Inlay @ Tunnel Grout to Red Brick Inlay @ Tunnel Black Pipe Sealant on Wall Penetration Black Pipe Sealant on Wall Penetration Red Fire Caulk to Wall Penetration Red Fire Caulk to Wall Penetration Parge Coat to CMU Parge Coat to CMU

Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 5 Section 1 Section 1 Section 1 Section 1 Section 5 Section 5 Tunnel 4 (Left) Tunnel 4 (Left) Section 4 Section 4 Section 4 Section 4 Section 4 Section 4 Section 4 Section 4

ASBESTOS CONTENT (%) 4.9%CHRY NA/PS NA/PS NA/PS NA/PS NA/PS 6.6%AMO NA/PS NA/PS NA/PS NA/PS NA/PS NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD 9.2% CHRY NA/PS NAD NAD NAD NAD

lf- linear feet NA/PS- Not analyzed positive stop NAD- No Asbestos Detected sf- square feet

CHA Consulting, Inc.

Pre-Demolition ACM Survey

APPENDIX A-2 Room By Room Table

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

Cold Tunnel

Tunnel 1

CMU (Wall)

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Overwrap to Foam on 48" Pipe (CDST Line)

NAD

Paper / Foil to FG on 48" Pipe (CDST Line)

NAD

Canvas Overwrap on 36" Pipe (PCHWR Line)

NAD

Paper / Foil to FG (PCHWR &S, DCWS, Unmarked)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

CMU (Wall)

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Overwrap to Foam on 48" Pipe (CDST Line)

NAD

Paper / Foil to FG on 48" Pipe (CDST Line)

NAD

Canvas Overwrap on 36" Pipe (PCHWR Line)

Tunnel 2

Tunnel 2a

Tunnel 2b

285 13 285 6

NAD

Paper / Foil to FG (PCHWR &S, DCWS, Unmarked)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material CMU (Wall)

NAD NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (PCHWR &S, DCWS)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material CMU (Wall)

NAD NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

180 13 180 2

297 12 297 10

Paper / Foil to FG (PCHWR &S, DCWS)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line Plaster Pipe Fitting Insulation to CPD Line

3.6% CHRY 4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD

168 168

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 3

Tunnel 4

Tunnel 5

Tunnel 5a

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

CMU (Wall)

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Overwrap to Foam on 48" Pipe (CDST Line)

NAD

Paper / Foil to FG on 48" Pipe (CDST Line)

NAD

Canvas Overwrap on 36" Pipe (PCHWR Line)

NAD

Paper / Foil to FG (PCHWR &S, DCWS)

NAD

Overhead Duct Sealant

11% CHRY

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material CMU (Wall)

NAD NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Overwrap to Foam on 48" Pipe (CDST Line)

NAD

Paper / Foil to FG on 48" Pipe (CDST Line)

NAD

Canvas Overwrap on 36" Pipe (PCHWR Line)

NAD

Paper / Foil to FG (PCHWR &S, DCWS, Unmarked)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material Red Gasket Material to 48" Cleanout Red Gasket Material to Vertical 24" Fitting CMU (Wall)

NAD NAD NAD NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

10" RWPS Mudded Fitting

NAD

Paper / Foil to FG (PCHWR &S, DCWS, RPWS)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material CMU (Wall)

NAD NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (PCHWR &S, DCWS, RPWS)

NAD

Plaster Insulation on 4"-6" Fitting DWCS

NAD

Canvas Overwrap on 4"-6" Fitting DWCS

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

5 LF 440 15 440 12

210 7 210 3

600 2 600 2

125 9 135 9

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 5b

Tunnel 6

Tunnel 6a

Tunnel 6b

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

CMU (Wall)

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (DCWS, CWS)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material

NAD

Y Drain Red Gasket Material CMU (Wall)

NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (PCHWR&S, DCWS, RPWS EDP Lines)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

160 12 160 5

378 15

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

2" Paper/Foil Jacket (Water Line) 2" Plaster Fitting Insulation (Water Line) 2" Canvas Wrap (Water Line)

6 6

CMU (Wall)

NAD NAD NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (DCWS, RPWS, PCHWR&S)

NAD

10" RWPS Mudded Fitting

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material

NAD

Y Drain Red Gasket Material CMU (Wall)

NAD NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (DCWS, RPWS, PCHWR&S)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

PIPE INSULATION (LF)

378

230 15 230 8

342 2

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

2" Paper/Foil Jacket (Water Line) 2" Plaster Fitting Insulation (Water Line) 2" Canvas Wrap (Water Line)

NAD NAD NAD

2 2

Y Drain Green Gasket Material

NAD

Y Drain Red Gasket Material

NAD

342

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 6c

Tunnel 7

Tunnel 7a

Tunnel 7b

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

CMU (Wall)

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Paper / Foil to FG (DCWS, RPWS, PCHWR&S)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

12" Cast Iron Drain Sealant

NAD

Y Drain Green Gasket Material

NAD

Y Drain Red Gasket Material

NAD

Paper / Foil to FG (PCHWR&S, DCWS, RPWS EDP Lines)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD

Paper / Foil to FG (PCHWR&S, DCWS, RPWS EDP Lines)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Paper / Foil to Linear FG Insulation on 2" Water line

NAD

2" Water Line Plaster Fitting Insulation

11% CHRY

Canvas Overwrap to 2" Water Line Fitting Y Drain Green Gasket Material Y Drain Red Gasket Material

NA/PS NAD NAD

Paper / Foil to FG (PCHWR&S, DCWS, RPWS EDP Lines)

NAD

10" RWPS Mudded Fitting

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

325 13 325 10

351 4 351 4

205 4 205 5

1 1

150 8 150 8

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 8

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

Paper / Foil to FG (PCHWR&S, DCWS, EDP Lines)

NAD

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD NAD

Paper / Foil to FG (PCHWR&S, DCWS, EDP Lines)

Tunnel 9

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Paper / Foil to Linear FG Insulation on 2" Water line

NAD

2" Water Line Plaster Fitting Insulation

11% CHRY

Canvas Overwrap to 2" Water Line Fitting Y Drain Green Gasket Material Y Drain Red Gasket Material

NA/PS NAD NAD NAD

Paper / Foil to FG (PCHWR&S, DCWS, EDP Lines)

Tunnel 10

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Paper / Foil to Linear FG Insulation on 2" Water line

NAD

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD NAD

Paper / Foil to FG (PCHWR&S, DCWS, EDP Lines)

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

102 2 102 2

297 7 312 7

1 1

297 7 327 10

20" PCHWR Elbow Plaster Insulation 20" PCHWR Elbow Canvas Wrap

Tunnel 11

Plaster Pipe Insulation to HPS Line

4.2% AMO

Plaster Fitting Insulation to HPS Line

4.2% CHRY

Plaster Pipe Insulation to CPD Line

3.6% CHRY

Plaster Pipe Fitting Insulation to CPD Line

4.3% CHRY

Paper / Foil to Linear FG Insulation on 2" Water line

NAD

Y Drain Green Gasket Material Y Drain Red Gasket Material

NAD NAD

525 45 565 44

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

Cold Tunnel Hot Tunnel

South

Concrete Floor

NAD

Concrete Ceiling

NAD

14" G-Line Paper/Foil to FG (G-Line)

NAD

14" F-Line Paper/Foil to FG (F-Line)

NAD

6" CHWS Line Paper/Foil to FG Insulation (CHWS Line) 6" CHWR Line Paper/Foil to FG Insulation (CHWR Line) OH 8" Condensate Line (Left) Canvas to FG (OH Line) OH 8" Condensate Line (Right) Canvas to FG (OH Line) 20" CHW Line (Bottom) Canvas to Paper/Foil to FG (CHW Line) 20" CHW Line (Top) Canvas to Paper/Foil to Tar/Felt to FG (CHW Line)

NAD NAD NAD NAD NAD

4" CPD Line Plaster Insulation (CPD Line)

4.5% AMO

4" CPD Line Canvas Overwrap (CPD Line)

NA/PS

14" G-Line Plaster Insulation (G-Line) 14" G-Line Canvas Overwrap (G-line) 14" F-Line Plaster Insulation (F-Line) 14" F-Line Canvas Overwrap (F-line) Concrete Floor

4.9% AMO NA/PS 5.3% AMO NA/PS NAD

Concrete Ceiling

NAD

6" CHWS Line Paper/Foil to FG Insulation (CHWS Line) 6" CHWR Line Paper/Foil to FG Insulation (CHWR Line) 4" Overhead Line Paper/Foil

Upper South

NAD

14" G-Line Plaster Insulation (G-Line) 14" G-Line Canvas Overwrap (G-line) 14" G-Line Wet Lagging (G-line) 14" F-Line Plaster Insulation (F-Line) 14" F-Line Canvas Overwrap (F-line) 14" F-Line Wet Lagging

4.9% AMO NA/PS NA/PS 5.3% AMO NA/PS NA/PS 2.5% CHRY 5.6%AMO Total=8.1%

4" Overhead Line Bare Job Molded Plaster Fitting

240 240 240 240

NAD

4" to 8" CPD (Bottom Pipe) Plaster Insulation (CPD Line) 4" to 8" Canvas Overwrap (CPD Line)

240 5

NAD

4" Overhead Line Brown Cloth Wrap 20" CHW Line (Bottom) Canvas to Paper/Foil to FG (CHW Line) 20" CHW Line (Top) Canvas to Paper/Foil to Tar/Felt to FG (CHW Line)

4" to 8" CPD (Top Pipe) Plaster Insulation (CPD Line)

240

NAD NAD 5

448 448 10 448 448 10 448

5.3%AMO

448

NA/PS

448 x 2

3.7% CHRY

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

Concrete Floor

NAD

Concrete Ceiling

NAD

6" CHWS Line Paper/Foil to FG Insulation (CHWS Line) 6" CHWR Line Paper/Foil to FG Insulation (CHWR Line) 4" Overhead Line Paper/Foil

Upper North

PIPE INSULATION (LF)

458 458 10 458 458 458

NAD

4.9% AMO NA/PS NA/PS 5.3% AMO NA/PS NA/PS 2.5% CHRY 5.6%AMO Total=8.1%

NAD NAD

458

5.3%AMO

458

NA/PS

458x 2

4" Overhead Line Bare Job Molded Plaster Fitting

3.7% CHRY

Vertical Expansion Joint Caulk (Black)

NAD

Horizontal Seam Sealant (Grey)

NAD

Embedded Textured Material to Black Exp. Joint

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Grout to Red Brick Inlay @ Tunnel

NAD

2" Drain Paper/Foil to FG

NAD

HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

HPS 14" G-Line Canvas Wrap to Pipe Elbow

NAD

HPS 14" Line (G) Paper/Foil to FG HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Canvas Wrap to Pipe Elbow CHWS Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG

NAD NAD NAD NAD NAD

OGS Hot Tunnel

Tunnel 1

PIPE FITTING INSULATION (EA)

NAD

4" to 8" CPD (Bottom Pipe) Plaster Insulation (CPD Line) 4" to 8" Canvas Overwrap (CPD Line)

CEILINGS (SF)

NAD

4" Overhead Line Brown Cloth Wrap 20" CHW Line (Bottom) Canvas to Paper/Foil to FG (CHW Line) 20" CHW Line (Top) Canvas to Paper/Foil to Tar/Felt to FG (CHW Line)

4" to 8" CPD (Top Pipe) Plaster Insulation (CPD Line)

WALLS (SF)

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 2

Tunnel 3

Tunnel 4

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

Vertical Expansion Joint Caulk (Black)

NAD

Horizontal Seam Sealant (Grey)

NAD

Embedded Textured Material to Black Exp. Joint

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Grout to Red Brick Inlay @ Tunnel

NAD

2" Drain Paper/Foil to FG

NAD

HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

HPS 14" G-Line Canvas Wrap to Pipe Elbow

NAD

HPS 14" Line (G) Paper/Foil to FG HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Canvas Wrap to Pipe Elbow CHWS Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG Vertical Expansion Joint Caulk (Black)

NAD NAD NAD NAD NAD NAD

Horizontal Seam Sealant (Grey)

NAD

Embedded Textured Material to Black Exp. Joint

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Grout to Red Brick Inlay @ Tunnel

NAD

2" Drain Paper/Foil to FG

NAD

HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

HPS 14" G-Line Canvas Wrap to Pipe Elbow

NAD

NAD NAD NAD NAD NAD NAD

Horizontal Seam Sealant (Grey)

NAD

Embedded Textured Material to Black Exp. Joint

NAD

Black Pipe Sealant on Wall Penetration

9.2% CHRY

Red Fire Caulk to Wall Penetration

NAD

Parge Coat to CMU

NAD

CMU Wall

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Grout to Red Brick Inlay @ Tunnel

NAD

2" Drain Paper/Foil to FG

NAD

HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

HPS 14" G-Line Canvas Wrap to Pipe Elbow

NAD

HPS 14" Line (G) Paper/Foil to FG HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Canvas Wrap to Pipe Elbow CHWS Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG

NAD NAD NAD NAD NAD NAD

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

1 SF

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 5

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

Vertical Expansion Joint Caulk (Black)

NAD

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

Horizontal Seam Sealant (Grey)

NAD

Embedded Textured Material to Black Exp. Joint

NAD

CMU Wall

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

Grout to Red Brick Inlay @ Tunnel

NAD

2" Drain Paper/Foil to FG

NAD

HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

HPS 14" G-Line Canvas Wrap to Pipe Elbow

NAD

HPS 14" Line (G) Paper/Foil to FG HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Canvas Wrap to Pipe Elbow CHWS Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG

NAD NAD NAD NAD NAD

CHWS Linear Plaster Pipe Insulation

2.4%CHRY 5.1%AMO Total= 7.5%

CHWS Linear Over Wrap to Plaster Pipe Insulation

NA/PS

CHWR Linear Plaster Pipe Insulation

2.4%CHRY 5.1%AMO Total= 7.5%

NA/PS

4.9%CHRY NA/PS

70 70

CHWS Linear Over Wrap to Plaster Pipe Insulation G-Line Plaster Pipe Insulation G-Line Canvas Wrap to Pipe Insulation HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

F-Line Plaster Pipe Insulation F-Line Canvas Wrap to Pipe Insulation

6.6%AMO NA/PS

HPS 14" F-Line Mudded Plaster Elbow Insulation

NAD

14 70 70 14

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

TABLE A-2 ROOM BY ROOM SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

ROOM

NAME

Cold Tunnel

Tunnel 6

SUSPECT MATERIALS

ASBESTOS CONTENT (%)

Vertical Expansion Joint Caulk (Black)

NAD

WALLS (SF)

CEILINGS (SF)

PIPE FITTING INSULATION (EA)

PIPE INSULATION (LF)

Horizontal Seam Sealant (Grey)

NAD

Embedded Textured Material to Black Exp. Joint

NAD

Concrete (Floor)

NAD

Concrete (Wall)

NAD

2" Drain Paper/Foil to FG

NAD

HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

HPS 14" G-Line Canvas Wrap to Pipe Elbow

NAD

HPS 14" Line (G) Paper/Foil to FG HPS 14" G-Line Mudded Plaster Elbow Insulation HPS 14" G-Line Canvas Wrap to Pipe Elbow CHWS Linear Paper/Foil to FG CHWR Linear Paper/Foil to FG

NAD NAD NAD NAD NAD

CHWS Pipe Elbow Plaster Insulation

2.5%CHRY 5%AMO Total= 7.5%

CHWS Canvas Wrap to Pipe Elbow

NA/PS

CHWS Linear Plaster Pipe Insulation

2.4%CHRY 5.1%AMO Total= 7.5%

198

CHWS Linear Over Wrap to Plaster Pipe Insulation

NA/PS

198

CHWR Pipe Elbow Plaster Insulation

2.3%CHRY 8.2%AMO Total=11%

CHWR canvas Wrap to Pipe Elbow

NA/PS

CHWR Linear Plaster Pipe Insulation

2.4%CHRY 5.1%AMO Total= 7.5%

198

NA/PS

198

4.9%CHRY NA/PS

198 198

CHWR Linear Over Wrap to Plaster Pipe Insulation G-Line Plaster Pipe Insulation G-Line Canvas Wrap to Pipe Insulation HPS 14" G-Line Mudded Plaster Elbow Insulation

NAD

F-Line Plaster Pipe Insulation F-Line Canvas Wrap to Pipe Insulation

6.6%AMO NA/PS

HPS 14" F-Line Mudded Plaster Elbow Insulation

NAD

2 198 198 2

OTHER THERMAL SYSTEM INSULATION (SF)

MISCELLANEOUS MATERIALS (LF/SF)

APPENDIX B Lead-Based Paint Sample Summary

TABLE B-1 LEAD PAINT SAMPLE SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242

SAMPLE ID

SUSPECT MATERIAL DESCRIPTION

SAMPLE LOCATION

LEAD CONTENT (% by wieght)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

Brown/Green Painted Overwrap to Foam on Condensate Line Green Paint to Paper Jacketed FG Insul. on 36" Pipe Green Paint to Structural Steel on Concrete Pad Green Painted Paper Jacket to 48" Pipe Dark Green Paint to Paper Jacket on 36" Pipe Green Paint on Steel Girder Red / White Painted Canvas Overwrap to 4" OH Pipe Yellow Paint to Canvas Overwrap on 14" Pipe Turquoise Paint to Paper Jacket on 24" Vertical Line Beige Paint to Plastic Fitting on 48" Pipe White Paint on 30" Cast Iron Pipe / Drain Beige Paint on "Y" Valve Dark Green Paint on Metal Strut Red / Orange Paint on Metal Panel to 14" HPS Line Primer Under Dark Green Paint on Metal Strut Pea Green Paint to Canvas Overwrap on DWCS Line Dull Gray Paint to Valve CW58 Red Paint to 8" Cast Iron Drain / Pipe Yellow Paint to Paper Jacket to HPS Line Light Brown Paint to 12" Cast Iron Pipes Blue Painted 20" PCHWR Elbow Gray Paint to 6" CHW Lines Yellow Paint to 14" F Line Yellow Paint to 14" G Line Orange Paint to 4" CPD Line Dark Orange Paint to Overhead 8" Condensate Lines Marine Paint to 20" CHW Lines Green Girder Paint White Painted Concrete (Wall) Grey Paint to Metal Door / Door Jamb / Door Frame Yellow Hand Rail Paint Green Girder Paint

Cold Tunnel Section 1 West Cold Tunnel Section 1 West Cold Tunnel Section 1 West Cold Tunnel Section 2 West Cold Tunnel Section 2 West Cold Tunnel Section 2 West Cold Tunnel Section 2A Landing Cold Tunnel Section 2A "Mid" Cold Tunnel Section 4 (Left) Cold Tunnel Section 4 (Left) Cold Tunnel Section 4 (Left) Cold Tunnel Section 4 (Left) Cold Tunnel Section 4 (Left) Cold Tunnel Section 5 (Left) Cold Tunnel S5 (Left) Cold Tunnel S5 (Left) Cold Tunnel Section 5 Cold Tunnel Section 7 Cold Tunnel Section 7 Cold Tunnel Section 8 Cold Tunnel Section 11 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 1 Hot Tunnel 2 Hot Tunnel 2 Hot Tunnel 2

<0.03 0.4 <0.03 <0.03 0.1 0.03 <0.03 <0.03 <0.03 <0.03 <0.03 0.08 <0.03 <0.03 <0.03 <0.03 1.29 <0.03 <0.03 <0.03 0.09 <0.03 <0.03 <0.03 0.21 <0.03 <0.03 0.19 <0.03 0.36 13.7 <0.03

Notes: ND = Not Detected

APPENDIX C PCB Sample Summary Table

TABLE C-1 PCB BULK SAMPLE SUMMARY Empire State Plaza Utility Tunnels Albany, New York 12242 SAMPLE NUMBER

PCB CAULK DESCRIPTION

SAMPLE LOCATION

PCB-012324-01 PCB-012324-02 PCB-012324-03 PCB-012324-04 PCB-012324-05 PCB-012324-06 PCB-012324-07 PCB-012324-08

Overhead Duct Sealant Black Tar to 4" Overhead Pipe Length 2" PVC Sealant to Wall Penetration 12" Cast Iron Drain Sealant Black Expansion Joint Caulk Grey Sealant to Horizontal Concrete Slab Brown Pipe Sealant to Wall Penetration Red Fire Caulk to Wall Penetration

Cold Tunnel Section 3 Cold Tunnel Section 4 Cold Tunnel Section 6B Cold Tunnel Section 7 Hot Tunnel Section 1 Hot Tunnel Section 1 Hot Tunnel Section 4 Hot Tunnel Section 4

Notes: ND - Not Detected

PCB CONTENT (mg/Kg) (ppm) 4.3 ND ND 6.3 ND ND 1 0.89

APPENDIX D Photo Log

PCB Sample Analytical Report

Photo 1: Typical HPS and CPD Pipes with Asbestos-containing Plaster Pipe and Fitting Insulation and Typical DCWS Pipes with Non- asbestos Paper/foil jacket to Fiberglass Insulation in Cold Tunnel

Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 2: Typical Asbestos-Containing Plaster Fitting Insulation to CPD and HPS Pipes in Cold Tunnel

Photo 3: Asbestos-Containing Elbow Plaster Insulation on 20” PCHWR Pipes in Cold Tunnel Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 4: Asbestos-Containing Plaster Fitting Insulation to 2” Water Pipes in Cold Tunnel

Photo 5: Asbestos-Containing Overhead Duct Sealant in Cold Tunnel Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 6: Typical HPS and CPD Pipes with Asbestos-containing Plaster Pipe and Fitting Insulation and Typical DCWS and CDST Pipes with Non- asbestos Paper/foil jacket to Fiberglass Insulation in Cold Tunnel Gasket

Photo 7: Typical PCHWS and PCHWR Pipes with Non- asbestos Paper/foil jacket to Fiberglass Insulation in Cold Tunnel Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 8: Non-Asbestos Wall Sealant to 2” PVC Penetrations in Cold Tunnel

Photo 9: Non-Asbestos 12” Cast Iron Drain Sealant in Cold Tunnel Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 10: G-Line, F-Line and Overhead CPD pipes with Asbestos-Containing Plaster Insulation and CHW and CHWS and CHWR Pipes with Non-Asbestos Paper/Foil Jacket to Fiberglass Insulation Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 11: G-line Pipes with Asbestos-Containing Plaster Pipe insulation in Hot Tunnel

Photo 12 F-line Pipes with Asbestos-Containing Plaster Pipe insulation in Hot Tunnel Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 13: Non-Asbestos Tar/felt to Fiberglass on CHW Pipes in Hot Tunnel

Photo 14: Non-PCB Containing Ballasts in Hot Tunnel Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 15: G-Line, F-line, CHWS and CHWR Pipes with Asbestos-Containing Plaster Pipe Insulation and 2” Drainpipes with Non-Asbestos Paper/Foil to Fiberglass in OGS Hot Tunnels

Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 16 : G-Line, F-line, CHWS and CHWR Pipes with Asbestos-Containing Plaster Fitting Insulation in OGS Hot Tunnels

Photo 17: Non-Asbestos Canvas Overwrap to G-Line, F-line, CHWS and CHWR Pipes in OGS Hot Tunnels Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

Photo 18: Asbestos-Containing Black Pipe Sealant on Wall Penetration in OGS Hot Tunnels

Photo 19: Non-Asbestos Black Expansion Joint Sealant in OGS Hot Tunnels Photo Log Empire State Plaza Utility Tunnel Study Albany, New York

APPENDIX E Asbestos Bulk Sample Analytical Report

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

01A

BK0124337-1

Tunnel 7B - Parge Coat (Wall)

Grey, Homogeneous, Friable

01B

BK0124337-2

Tunnel 7B - Parge Coat (Wall)

02A

BK0124337-3

02B

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

8.4

100%

NAD Inconclusive

NAD

3.7

100%

NAD Inconclusive

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

Not Applicable

100%

NAD

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

Tunnel 7B - CMU (Wall)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

BK0124337-4

Tunnel 1 - CMU (Wall)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

03A

BK0124337-5

Tunnel 4 (Left) - Red Gasket Material to Vertical 24" Fitting

Red, Homogeneous, Non-Fibrous

35.7 45.9 18.4

100%

NAD Inconclusive

03B

BK0124337-6

Tunnel 4 (Left) - Red Gasket Material to Vertical 24" Fitting

Red, Homogeneous, Non-Fibrous

35.7 45.9 18.4

100%

04A

BK0124337-7

Tunnel 4 (Left) - Red Gasket Material to 48" Cleanout

Red, Homogeneous, Non-Fibrous

35.8 50.4 13.8

04B

BK0124337-8

Tunnel 4 (Left) - Red Gasket Material to 48" Cleanout

Red, Homogeneous, Non-Fibrous

34.1 50.0 15.9

05A

BK0124337-9

Tunnel 4 (Left) - "Y" Drain Green Gasket Material

Green, Homogeneous, Non-Fibrous

29.2 62.4

05B

BK0124337-10

Tunnel 4 (Right) - "Y" Drain Green Gasket Material

Green, Homogeneous, Non-Fibrous

30.6 65.7

Page 1 of 14

Asbestos% &Type

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ORG ASI AII% % %

06A

BK0124337-11

Tunnel 4 (Right) - "Y" Drain Red Gasket Material

Red, Homogeneous, Non-Fibrous

30.9

2.1

06B

BK0124337-12

Tunnel 2 - "Y" Drain Red Gasket Material

Red, Homogeneous, Non-Fibrous

31.5

07A

BK0124337-13

Tunnel 3 Landing - Overhead Duct Sealant

07B

BK0124337-14

08A

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

11%CHRY

100%

NAD Inconclusive

Not Analyzed

18.7

100%

NAD Inconclusive

NAD

18.5

100%

NAD Inconclusive

NAD

Beige, Homogeneous, Friable

Not Applicable

100%

NAD

Tunnel 4 (Left) - 4" Pipe Overhead Black Sealant

Black, Homogeneous, Non-Fibrous

81.4

2.5

16.1

100%

NAD Inconclusive

NAD

BK0124337-19

Tunnel 4 (Left) - 4" Pipe Overhead Black Sealant

Black, Homogeneous, Non-Fibrous

82.6

2.1

15.3

100%

NAD Inconclusive

NAD

BK0124337-20

Tunnel 11 - 20" PCHWR Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

5%FBGL

86.5%

8.5%CHRY

Fibrous%

Non Fibrous%

Asbestos% &Type

67.1

100%

NAD Inconclusive

2.4

66.1

100%

Grey, Homogeneous, Non-Fibrous

37.6 54.9

7.5

Tunnel 3 Landing - Overhead Duct Sealant

Grey, Homogeneous, Non-Fibrous

36.7 56.3

7.0

BK0124337-15

Tunnel 6B - 2" PVC Penetrations to Wall Sealant)

Beige, Homogeneous, Non-Fibrous

74.4

7.0

08B

BK0124337-16

Tunnel 6B - 2" PVC Penetrations to Wall Sealant)

Beige, Homogeneous, Non-Fibrous

75.2

6.3

09A

BK0124337-17

Tunnel 5 Hall (Right) - Bulk Debris

10A

BK0124337-18

10B

11A

Page 2 of 14

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date: PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

11B

BK0124337-21

Tunnel 11 - 20" PCHWR Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

11C

BK0124337-22

Tunnel 11 - 20" PCHWR Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

11D

BK0124337-23

Tunnel 11 - 20" PCHWR Elbow Canvas Wrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

11E

BK0124337-24

Tunnel 11 - 20" PCHWR Elbow Canvas Wrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

11F

BK0124337-25

Tunnel 11 - 20" PCHWR Elbow Canvas Wrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

12A

BK0124337-26

Tunnel 6 - 2" Water Line Plaster Fitting Insulation

Grey, Homogeneous, Friable

Not Applicable

30%CELL

70%

NAD

12B

BK0124337-27

Tunnel 6 (Far End) - 2" Water Line Plaster Fitting Insulation

Grey, Homogeneous, Friable

Not Applicable

89%

11%CHRY

12C

BK0124337-28

Tunnel 6 (Far End) - 2" Water Line Plaster Fitting Insulation

Grey, Homogeneous, Friable

Not Applicable

12D

BK0124337-29

Tunnel 6 - Canvas Overwrap to 2" Water Line Fitting

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

12E

BK0124337-30

Tunnel 6 (Far End) - Canvas Overwrap to 2" Water Line Fitting

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

Page 3 of 14

Fibrous%

Non Fibrous%

Asbestos% &Type

PLM 198.1

PLM NOB 198.6

TEM 198.4

NA/PS

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

12F

BK0124337-31

Tunnel 6 (Far End) - Canvas Overwrap to 2" Water Line Fitting

Beige, Homogeneous, Friable

Not Applicable

13A

BK0124337-32

Tunnel 6 - Paper / Foil to Linear FG Insulation on 2" Waterline

Silver, Homogeneous, Non-Fibrous

71.5 24.6

13B

BK0124337-33

Tunnel 6 (Far End) - Paper / Foil to Linear FG Insulation on 2" Waterline

14A

BK0124337-34

14B

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

NAD Inconclusive

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

100%CELL

NAD

3.9

100%

NAD Inconclusive

Silver, Homogeneous, Non-Fibrous

47.5 32.6 19.9

100%

NAD Inconclusive

Tunnel 1 (Threshold / Doorway) Concrete (Floor)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

BK0124337-35

Tunnel 2A (Far End) - Concrete (Floor)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

14C

BK0124337-36

Tunnel 2A (Far End) - Concrete (Wall)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

14D

BK0124337-37

Tunnel 1 (Threshold / Doorway) Concrete (Wall)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

15A

BK0124337-38

Tunnel 6A - Paper / Foil to FG on 4Way MPS Line

Silver, Homogeneous, Non-Fibrous

64.5 21.0 14.5

100%

NAD Inconclusive

15B

BK0124337-39

Tunnel 6A - Paper / Foil to FG on 4Way MPS Line

Silver, Homogeneous, Non-Fibrous

61.4 13.4 25.2

100%

16A

BK0124337-40

Tunnel 5 - New Far 12" Line Paper / Foil to FG

Silver, Homogeneous, Non-Fibrous

61.0 21.7 17.3

100%

Page 4 of 14

Asbestos% &Type

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

16B

BK0124337-41

Tunnel 5 - New Far 12" Line Paper / Foil to FG

Silver, Homogeneous, Non-Fibrous

17A

BK0124337-42

Tunnel 1 (Left) - Paper / Foil to FG on 14" Pipe Above LD Condensate

17B

BK0124337-43

18A

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

30%FBGL

70%

NAD

Not Applicable

30%FBGL

70%

NAD

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

Tunnel 5 - Paper / Foil to FG to Plaster Fitting to Valve CW58

Silver, Homogeneous, Non-Fibrous

26.5 31.2 42.3

100%

NAD Inconclusive

NAD

BK0124337-48

Tunnel 5 - Paper / Foil to FG to Plaster Fitting to Valve CW58

Silver, Homogeneous, Non-Fibrous

31.7 29.4 38.8

100%

NAD Inconclusive

NAD

19A

BK0124337-49

Tunnel 7 - 12" Cast Iron Drain Sealant

Grey, Homogeneous, Non-Fibrous

27.7 60.5 11.8

100%

NAD Inconclusive

NAD

19B

BK0124337-50

Tunnel 7 - 12" Cast Iron Drain Sealant

Grey, Homogeneous, Non-Fibrous

49.2 39.4 11.5

100%

NAD Inconclusive

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

62.7 17.1 20.2

100%

NAD Inconclusive

Silver, Homogeneous, Non-Fibrous

26.5 56.7 16.8

100%

Tunnel 2 (Left) - Paper / Foil to FG on 14" Pipe Above

Silver, Homogeneous, Non-Fibrous

47.6 18.6 33.8

BK0124337-44

Tunnel 5 - Plaster Fitting to Valve CW58

Grey, Homogeneous, Friable

Not Applicable

18B

BK0124337-45

Tunnel 5 - Plaster Fitting to Valve CW58

Grey, Homogeneous, Friable

18C

BK0124337-46

Tunnel 5 - Plaster Fitting to Valve CW58

18D

BK0124337-47

18E

Page 5 of 14

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

20A

BK0124337-51

Tunnel 5 (Right) - Paper / Foil to FG on 48" Pipe

Silver, Homogeneous, Non-Fibrous

20B

BK0124337-52

Tunnel 2B (Far End) - Paper / Foil to FG on 48" Pipe

21A

BK0124337-53

21B

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

Not Applicable

30%CELL

70%

NAD

Beige, Homogeneous, Friable

Not Applicable

30%CELL

70%

NAD

Tunnel 1 (Left) - Paper / Foil to FG on 36" Pipe

Silver, Homogeneous, Non-Fibrous

57.4 28.1 14.5

100%

NAD Inconclusive

NAD

BK0124337-58

Tunnel 2 (Left) - Paper / Foil to FG on 36" Pipe

Silver, Homogeneous, Non-Fibrous

56.8 18.6 24.6

100%

NAD Inconclusive

NAD

24A

BK0124337-59

Tunnel 5A (Left) - Plaster Insulation on 4"-6" Fitting DWCS

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

24B

BK0124337-60

Tunnel 5A (Left) - Plaster Insulation on 4"-6" Fitting DWCS

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

56.4 20.7 22.9

100%

NAD Inconclusive

Silver, Homogeneous, Non-Fibrous

68.1 21.3 10.6

100%

Tunnel 1 - Overwrap to Foam on 48" Pipe

Beige, Homogeneous, Non-Fibrous

55.6 33.9 10.5

BK0124337-54

Tunnel 2B (Far End) - Overwrap to Foam on 48" Pipe

Beige, Homogeneous, Non-Fibrous

54.8 29.8 15.4

22A

BK0124337-55

Tunnel 1 (Left) - Canvas Overwrap on 36" Pipe

Beige, Homogeneous, Friable

22B

BK0124337-56

Tunnel 1 (Left) - Canvas Overwrap on 36" Pipe

23A

BK0124337-57

23B

Page 6 of 14

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

24C

BK0124337-61

Tunnel 5A (Left) - Plaster Insulation on 4"-6" Fitting DWCS

Grey, Homogeneous, Friable

24D

BK0124337-62

Tunnel 5A (Left) - Canvas Overwrap on 4"-6" Fitting DWCS

24E

BK0124337-63

24F

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

Not Applicable

30%FBGL

70%

NAD

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

Tunnel 5A (Left) - Canvas Overwrap on 4"-6" Fitting DWCS

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

BK0124337-64

Tunnel 5A (Left) - Canvas Overwrap on 4"-6" Fitting DWCS

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

25A

BK0124337-65

Tunnel 4 (Left) - Paper / Foil to FG on 4" OM Pipe

Silver, Homogeneous, Non-Fibrous

54.4 13.4 32.2

100%

NAD Inconclusive

25B

BK0124337-66

Tunnel 4 (Left) - Paper / Foil to FG on 4" OM Pipe

Silver, Homogeneous, Non-Fibrous

50.5 24.3 25.2

100%

NAD Inconclusive

26A

BK0124337-67

Tunnel 5 (Right) - 10" RWPS Mudded Fitting

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

26B

BK0124337-68

Tunnel 5 (Right) - 10" RWPS Mudded Fitting

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

26C

BK0124337-69

Tunnel 5 (Right) - 10" RWPS Mudded Fitting

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

27A

BK0124337-70

Tunnel 5 (Right) - 10" RWPS Paper / Silver, Homogeneous, Foil to Linear FG Insulation Non-Fibrous

32.5 48.3 19.3

100%

NAD Inconclusive

Page 7 of 14

Asbestos% &Type

NAD

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Analyst Description

ASI ORG AII% % %

BK0124337-71

Tunnel 5 (Right) - 10" RWPS Paper / Silver, Homogeneous, Foil to Linear FG Insulation Non-Fibrous

28A

BK0124337-72

Tunnel 2A (Landing) - 8" Horizontal MPS Line Plaster Elbow

28B

BK0124337-73

28C

Client ID#

Lab ID#

27B

Description/ Location

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP

Fibrous%

Non Fibrous%

Asbestos% &Type

46.3 13.1 40.7

100%

NAD Inconclusive

NAD

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

Tunnel 2A (Landing) - 8" Horizontal MPS Line Plaster Elbow

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

BK0124337-74

Tunnel 2A (Landing) - 8" Horizontal MPS Line Plaster Elbow

Grey, Homogeneous, Friable

Not Applicable

30%FBGL

70%

NAD

28D

BK0124337-75

Tunnel 2A (Landing) - 8" MPS Horizontal Line Canvas to Elbow

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

28E

BK0124337-76

Tunnel 2A (Landing) - 8" MPS Horizontal Line Canvas to Elbow

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

28F

BK0124337-77

Tunnel 2A (Landing) - 8" MPS Horizontal Line Canvas to Elbow

Beige, Homogeneous, Friable

Not Applicable

100%CELL

NAD

29AA

BK0124337-78

Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Plaster Insulation

White, Homogeneous, Friable

Not Applicable

5%FBGL

89.4%

1.8%CHRY 3.8%AMO Total= 5.6%

29BB

BK0124337-79

Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Plaster Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

29CC

BK0124337-80

Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Plaster Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

Page 8 of 14

PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date: PLM

TEM

Analyst Description

ORG ASI AII% % %

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Tunnel 10 - Linear Plaster Insulation to Orange OH 2" Drain Line

White, Homogeneous, Friable

Not Applicable

BK0124337-88

Tunnel 10 - Linear Plaster Insulation to Orange OH 2" Drain Line

White, Homogeneous, Friable

Not Applicable

NA/PS

30C

BK0124337-89

Tunnel 10 - Linear Plaster Insulation to Orange OH 2" Drain Line

White, Homogeneous, Friable

Not Applicable

NA/PS

30D

BK0124337-90

Tunnel 10 - Canvas Wrap to Plaster Insulation to Orange 2" Drain

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Client ID#

Lab ID#

29A

BK0124337-81

29B

BK0124337-82

29C

BK0124337-83

29D

BK0124337-84

29E

BK0124337-85

29F

BK0124337-86

30A

BK0124337-87

30B

Description/ Location Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Inner Layer Fabric Wrap Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Inner Layer Fabric Wrap Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Middle Layer Fabric Wrap Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Middle Layer Fabric Wrap Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Outer Layer Fabric Wrap Tunnel 2A (Mid) - 4" Horizontal Pipe Across Platform Outer Layer Fabric Wrap

Page 9 of 14

Fibrous%

5%FBGL

Non Fibrous%

91.6%

Asbestos% &Type

3.4%AMO

Asbestos% &Type

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date: PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

30E

BK0124337-91

Tunnel 10 - Canvas Wrap to Plaster Insulation to Orange 2" Drain

Beige, Homogeneous, Friable

Not Applicable

NA/PS

30F

BK0124337-92

Tunnel 10 - Canvas Wrap to Plaster Insulation to Orange 2" Drain

Beige, Homogeneous, Friable

Not Applicable

NA/PS

31A

BK0124337-93

Tunnel 1 (Right) - Linear Plaster Insulation To 4" CPD Line

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

31B

BK0124337-94

Tunnel 11 - Left / Upper Linear Plaster Insulation to 8" CPD Line

Grey, Homogeneous, Friable

Not Applicable

5%FBGL

91.4%

3.6%CHRY

31C

BK0124337-95

Tunnel 11 (Left / Upper) - Linear Plaster Insulation to 8" CPD Line

Grey, Homogeneous, Friable

Not Applicable

NA/PS

31D

BK0124337-96

Tunnel 1 (Right) - Linear 4" CDP Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

31E

BK0124337-97

Tunnel 11 - Linear 8" CDP Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

31F

BK0124337-98

Tunnel 5 (Left / Upper) - Linear 8" CDP Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

32A

BK0124337-99

Tunnel 2A - Plaster Insulation To Orange 8" CDP Elbow

Grey, Homogeneous, Friable

Not Applicable

32B

BK0124337-100

Tunnel 2A - Plaster Insulation To Orange 8" CDP Elbow

Grey, Homogeneous, Friable

Not Applicable

Page 10 of 14

Fibrous%

5%FBGL

Non Fibrous%

90.7%

Asbestos% &Type

4.3%CHRY

Asbestos% &Type

PLM 198.1

PLM NOB 198.6

TEM 198.4

NA/PS

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date: PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

32C

BK0124337-101

Tunnel 2A - Plaster Insulation To Orange 8" CDP Elbow

Grey, Homogeneous, Friable

Not Applicable

NA/PS

32D

BK0124337-102

Tunnel 2A - Canvas Overwrap to Orange 8" CDP Elbow

Beige, Homogeneous, Friable

Not Applicable

NA/PS

32E

BK0124337-103

Tunnel 2A - Canvas Overwrap to Orange 8" CDP Elbow

Beige, Homogeneous, Friable

Not Applicable

NA/PS

32F

BK0124337-104

Tunnel 2A - Canvas Overwrap to Orange 8" CDP Elbow

Beige, Homogeneous, Friable

Not Applicable

NA/PS

33A

BK0124337-105

Tunnel 6A - 14" MPS Plaster Fitting Insulation

Grey, Homogeneous, Friable

Not Applicable

33B

BK0124337-106

Tunnel 1 (Right) - 14" MPS Plaster Fitting Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

33C

BK0124337-107

Tunnel 2A (Right) - 14" MPS Plaster Fitting Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

33D

BK0124337-108

Tunnel 1 (Right) - Canvas to 14" MPS Fitting

Beige, Homogeneous, Friable

Not Applicable

NA/PS

33E

BK0124337-109

Tunnel 2A (Right) - Canvas to 14" MPS Fitting

Beige, Homogeneous, Friable

Not Applicable

NA/PS

33F

BK0124337-110

Tunnel 1 (Right) - Canvas to 14" MPS Fitting

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Page 11 of 14

Fibrous%

Non Fibrous%

95.8%

Asbestos% &Type

4.2%CHRY

Asbestos% &Type

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date:

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

34A

BK0124337-111

Tunnel 5 (Right) - 14" MPS Linear Plaster Insulation

White, Homogeneous, Friable

34B

BK0124337-112

Tunnel 11 - 14" MPS Linear Plaster Insulation

34C

BK0124337-113

34D

PLM

TEM

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

Not Applicable

5% SYNTHETIC

95%

NAD

White, Homogeneous, Friable

Not Applicable

95.8%

4.2%AMO

Tunnel 5 (Left / Upper) - 14" MPS Linear Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

BK0124337-114

Tunnel 6A - 14" WPS Linear Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

34E

BK0124337-115

Tunnel 11 - 14" WPS Linear Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

34F

BK0124337-116

Tunnel 5 (Left / Upper) - 14" WPS Linear Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

35A

BK0124337-117

Tunnel 4 (Left) - Paper / Foil to FG on 24" Vertical Pipe

Silver, Homogeneous, Non-Fibrous

68.4 15.8 15.8

100%

NAD Inconclusive

35B

BK0124337-118

Tunnel 4 (Left) - Paper / Foil to FG on 24" Vertical Pipe

Silver, Homogeneous, Non-Fibrous

74.3 16.8

8.9

100%

NAD Inconclusive

36A

BK0124337-119

Tunnel 7B - 6" Vertical MPS Line Linear Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

94%

6%CHRY

36B

BK0124337-120

Tunnel 7B - 6" Vertical MPS Line Linear Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

Page 12 of 14

Asbestos% &Type

PLM 198.1

NA/PS

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date: PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

36C

BK0124337-121

Tunnel 7B - 6" Vertical MPS Line Linear Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

36D

BK0124337-122

Tunnel 7B - 6" Vertical MPS Line Linear Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

36E

BK0124337-123

Tunnel 7B - 6" Vertical MPS Line Linear Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

36F

BK0124337-124

Tunnel 7B - 6" Vertical MPS Line Linear Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

37A

BK0124337-125

Tunnel 7 - Paper / Foil to FG on MPS Line

Silver, Homogeneous, Non-Fibrous

59.3 37.9

2.8

100%

NAD Inconclusive

37B

BK0124337-126

Tunnel 7 - Paper / Foil to FG on MPS Line

Silver, Homogeneous, Non-Fibrous

64.5 33.0

2.5

100%

38A

BK0124337-127

Tunnel 2B (Far End) - 14" CHWS Horizontal Paper / Foil to FG

Silver, Homogeneous, Non-Fibrous

59.6

7.0

33.4

38B

BK0124337-128

Tunnel 6A (Far End) - 14" CHWS Horizontal Paper / Foil to FG

Silver, Homogeneous, Non-Fibrous

65.5 27.2

7.3

39A

BK0124337-129

Tunnel 2B (Far End) - Paper / Foil to FG 6" Horizontal Line

Silver, Homogeneous, Non-Fibrous

39B

BK0124337-130

Tunnel 2B (Far End) - Paper / Foil to FG 6" Horizontal Line

Silver, Homogeneous, Non-Fibrous

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

43.2 29.9 26.9

100%

NAD Inconclusive

NAD

43.6 26.3 30.1

100%

NAD Inconclusive

NAD

Page 13 of 14

Fibrous%

Non Fibrous%

Asbestos% &Type

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc. Client OGS Utility Tunnels Hazmat Inspection / 080577 100 S Mall Arterial Albany, NY 12242 Empire State Plaza / Cold Tunnels

Lab ID: Date Received: PLM Date Analyzed: TEM Date Analyzed: Report Date: PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

Fibrous%

Non Fibrous%

Asbestos% &Type

40A

BK0124337-131

Tunnel 7B - Paper / Foil to 8" MPS Line

Silver, Homogeneous, Non-Fibrous

59.9 26.5 13.6

100%

NAD Inconclusive

40B

BK0124337-132

Tunnel 7B - Paper / Foil to 8" MPS Line

Silver, Homogeneous, Non-Fibrous

52.7 36.0 11.2

100%

NAD Inconclusive

BK01244337 1/29/2024 1/30/2024 2/1/2024 2/3/2024 Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

PLM 198.1

TC Quantitative Analysis (Semi/Full):Bulk Asbestos Analysis-PLM by EPA 600/M4-82-020 per 40 CFR or ELAP198.1 (friable) and 198.6 (NOB) samples for New York. NAD=no asbestos detected, NA/PS=Not Analyzed/Positive Stop, Trace=<1%,FBGL=Fiberglass, CELL=Cellulose,CHRY=Chrysotile,Amo=Amosite,CRO=Crocidolite,ANTH=Anthophylite, TRE=Tremolite, ACT=Actinolite, NA=not applicable.

PLM is not consistently reliable in detecting Asbestos in floor coverings and similar non friable organically bound materials. NAD or Trace results by PLM are inconclusive. TEM is currently the only method that can be used to determine if this material can be considered or treated as non asbestos containing in NY State. All samples were prepared and analyzed in accordance with the EPA "TEM Method for Identifying and Quantifying Asbestos in Non-Fibrous Organically Bound Bulk Samples" ELAP 198.4". ORG%=Ashed Organic%, AII= Acid Insoluble Inorganic%, ASI= Acid Soluble Inorganic% This "Summary of Analytical Results "shall not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, ELAP or any agency of the U.S Government. The results relate only to the items tested. This report may not be reproduced, except in full, without the written approval of AEL .Atlas Environmental lab did not collect the analyzed samples and thus accepts no liability with regard to their collection and/or maintenance . AEL relies on client's data. The liability of Atlas Environmental Lab corp with respect to the services charged, shall in no event exceed the amount of the invoice.

NYS-ELAP#11999, NVLAP Lab Code: 500092-0, NJ ID: NY034 "ELCP on NJ won't apply to TEM", CT Reg. ID: PH-0154 PLM Analyst: EM

TEM Analyst: VR

Approved by:

Page 14 of 14

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Client ID#

Lab ID#

Description/ Location

56A

BK0124336-1

Hot Tunnel South - 6" CHWR Line Paper/Foil to FG Insulation

56B

BK0124336-2

Hot Tunnel Upper South - 6" CHWR Line Paper/Foil to FG Insulation

57A

BK0124336-3

Hot Tunnel South - 6" CHWS Line Paper/Foil to FG Insulation

57B

BK0124336-4

Hot Tunnel Upper South - 6" CHWS Line Paper/Foil to FG Insulation

58A

BK0124336-5

Hot Tunnel South - 14" F-Line Paper/Foil to FG

58B

BK0124336-6

Hot Tunnel South - 14" F-Line Paper/Foil to FG

59A

BK0124336-7

Hot Tunnel South - 14" G-Line Paper/Foil to FG

59B

BK0124336-8

Hot Tunnel South - 14" G-Line Paper/Foil to FG

60A

BK0124336-9

Hot Tunnel South - 4" CPD Line Plaster Insulation

60B

BK0124336-10

Hot Tunnel South - 4" CPD Line Plaster Insulation

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 ASI ORG AII% % %

PLM

TEM

Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

64.2 29.6 6.2

100%

NAD Inconclusive

NAD

73.6 12.0 14.4

100%

NAD Inconclusive

NAD

57.5 39.5 3.0

100%

NAD Inconclusive

NAD

52.0 44.6 3.3

100%

NAD Inconclusive

NAD

White, Homogeneous, Friable

Not Applicable

10%FBGL

85.5%

4.5%AMO

White, Homogeneous, Friable

Not Applicable

Analyst Description Silver/Green, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Green, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Yellow, Homogeneous, Non-Fibrous Silver/White, Homogeneous, Non-Fibrous Silver/White, Homogeneous, Non-Fibrous Silver/White, Homogeneous, Non-Fibrous

Fibrous%

Non Fibrous%

Asbestos% &Type

59.3 19.0 21.7

100%

NAD Inconclusive

60.8 13.7 25.5

100%

55.3 22.6 22.0

50.7 16.6 32.7

Page 1 of 16

PLM 198.1

NA/PS

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 1/29/2024 Date Received: PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 2/3/2024 Report Date: PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

60C

BK0124336-11

Hot Tunnel South - 4" CPD Line Plaster Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

61A

BK0124336-12

Hot Tunnel South - 4" CPD Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

61B

BK0124336-13

Hot Tunnel South - 4" CPD Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

61C

BK0124336-14

Hot Tunnel South - 4" CPD Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

62A

BK0124336-15

Hot Tunnel South - 14" G-Line Plaster Insulation

White, Homogeneous, Friable

Not Applicable

62B

BK0124336-16

Hot Tunnel Upper South - 14" G-Line Plaster Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

62C

BK0124336-17

Hot Tunnel Upper North - 14" G-Line Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

63A

BK0124336-18

Hot Tunnel South - 14" G-Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

63B

BK0124336-19

Hot Tunnel South - 14" G-Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

63C

BK0124336-20

Hot Tunnel South - 14" G-Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

Page 2 of 16

Fibrous%

10%FBGL

Non Fibrous%

85.1%

Asbestos% &Type

4.9%AMO

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

64A

BK0124336-21

Hot Tunnel Upper South - 14" G-Line Wet Lagging

White, Homogeneous, Friable

Not Applicable

NA/PS

64B

BK0124336-22

Hot Tunnel Upper South - 14" G-Line Wet Lagging

White, Homogeneous, Friable

Not Applicable

NA/PS

64C

BK0124336-23

Hot Tunnel Upper North - 14" G-Line Wet Lagging

White, Homogeneous, Friable

Not Applicable

NA/PS

65A

BK0124336-24

Hot Tunnel South - 14" F-Line Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

65B

BK0124336-25

Hot Tunnel Upper South - 14" F-Line Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

65C

BK0124336-26

Hot Tunnel Upper North - 14" F-Line Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

66A

BK0124336-27

Hot Tunnel South - 14" F-Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

66B

BK0124336-28

Hot Tunnel South - 14" F-Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

66C

BK0124336-29

Hot Tunnel South - 14" F-Line Canvas Overwrap

Beige, Homogeneous, Friable

Not Applicable

NA/PS

67A

BK0124336-30

Hot Tunnel Upper South - 14" F-Line West Lagging

White, Homogeneous, Friable

Not Applicable

NA/PS

Page 3 of 16

Fibrous%

10%FBGL

Non Fibrous%

84.7%

Asbestos% &Type

5.3%AMO

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

67B

BK0124336-31

Hot Tunnel Upper South - 14" F-Line West Lagging

White, Homogeneous, Friable

Not Applicable

NA/PS

67C

BK0124336-32

Hot Tunnel Upper North - 14" F-Line West Lagging

White, Homogeneous, Friable

Not Applicable

NA/PS

68A

BK0124336-33

Hot Tunnel Upper South - 4" to 8" CPD (Bottom Pipe) Plaster Insulation

White, Homogeneous, Friable

Not Applicable

68B

BK0124336-34

Hot Tunnel Upper North - 4" to 8" CPD (Bottom Pipe) Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

68C

BK0124336-35

Hot Tunnel Upper North - 4" to 8" CPD (Bottom Pipe) Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

69A

BK0124336-36

Hot Tunnel Upper South - 4" to 8" CPD (Bottom Pipe) Cloth Wrap

White, Homogeneous, Friable

Not Applicable

NA/PS

69B

BK0124336-37

Hot Tunnel Upper North - 4" to 8" CPD (Bottom Pipe) Cloth Wrap

White, Homogeneous, Friable

Not Applicable

NA/PS

69C

BK0124336-38

Hot Tunnel Upper North - 4" to 8" CPD (Bottom Pipe) Cloth Wrap

White, Homogeneous, Friable

Not Applicable

NA/PS

70A

BK0124336-39

Hot Tunnel Upper South - 4" to 8" CPD (Top Pipe) Plaster Insulation

White, Homogeneous, Friable

Not Applicable

70B

BK0124336-40

Hot Tunnel Upper North - 4" to 8" CPD (Top Pipe) Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

Page 4 of 16

Fibrous%

10%FBGL

Non Fibrous%

84.7%

81.9%

Asbestos% &Type

5.3%AMO

2.5%CHRY 5.6%AMO Total= 8.1%

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

NA/PS

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Method By ELAP

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

70C

BK0124336-41

Hot Tunnel Upper North - 4" to 8" CPD (Top Pipe) Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

71A

BK0124336-42

Hot Tunnel Upper South - 4" to 8" CPD (Top Pipe) Cloth Wrap

White, Homogeneous, Friable

Not Applicable

NA/PS

71B

BK0124336-43

Hot Tunnel Upper North - 4" to 8" CPD (Top Pipe) Cloth Wrap

White, Homogeneous, Friable

Not Applicable

NA/PS

71C

BK0124336-44

Hot Tunnel Upper North - 4" to 8" CPD (Top Pipe) Cloth Wrap

White, Homogeneous, Friable

Not Applicable

NA/PS

72A

BK0124336-45

Hot Tunnel South - OH 8" Condensate Line (Left) Canvas to FG

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

72B

BK0124336-46

Hot Tunnel South - OH 8" Condensate Line (Right) Canvas to FG

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

72C

BK0124336-47

Hot Tunnel South - OH 8" Condensate Line (Right) Canvas to FG

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

73A

BK0124336-48

Hot Tunnel South - 20" CHW Line (Bottom) Paper/Foil to FG

46.5 2.0 51.5

100%

NAD Inconclusive

73B

BK0124336-49

Hot Tunnel South - 20" CHW Line (Bottom) Paper/Foil to FG

45.1 3.2 51.7

100%

NAD Inconclusive

74A

BK0124336-50

Hot Tunnel South - 20" CHW Line (Bottom) Canvas to Paper/Foil to FG

NAD

Silver/Brown, Homogeneous, Non-Fibrous Silver/Brown, Homogeneous, Non-Fibrous

Beige, Homogeneous, Friable

Fibrous%

Not Applicable 100%CELL

Page 5 of 16

Non Fibrous%

Asbestos% &Type

PLM NOB 198.6

TEM 198.4

NAD

Asbestos% &Type

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

74B

BK0124336-51

Hot Tunnel South - 20" CHW Line (Bottom) Canvas to Paper/Foil to FG

Beige, Homogeneous, Friable

74C

BK0124336-52

Hot Tunnel South - 20" CHW Line (Bottom) Canvas to Paper/Foil to FG

75A

BK0124336-53

75B

PLM

TEM

Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

100%

NAD Inconclusive

NAD

Non Fibrous%

Asbestos% &Type

Not Applicable 100%CELL

NAD

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

Hot Tunnel South - 20" CHW Line (Top) Tar/Felt to FG

Black, Homogeneous, Non-Fibrous

95.9 3.4

0.7

100%

NAD Inconclusive

BK0124336-54

Hot Tunnel Upper South - 20" CHW Line (Top) Tar/Felt to FG

Black, Homogeneous, Non-Fibrous

94.5 1.1

4.4

100%

75C

BK0124336-55

Hot Tunnel Upper South - 20" CHW Line (Top) Tar/Felt to FG

Black, Homogeneous, Non-Fibrous

75.2 7.9 16.9

76A

BK0124336-56

Hot Tunnel South - 20" CHW Line (Top) Paper/Foil to Tar/Felt to FG

45.6 2.6 51.8

76B

BK0124336-57

Hot Tunnel Upper South - 20" CHW Line (Top) Paper/Foil to Tar/Felt to FG

17.5 9.3 73.2

77A

77B

77C

Hot Tunnel South - 20" CHW Line BK0124336-58 (Top) Canvas to Paper/Foil to Tar/Felt to FG Hot Tunnel South - 20" CHW Line BK0124336-59 (Top) Canvas to Paper/Foil to Tar/Felt to FG Hot Tunnel South - 20" CHW Line BK0124336-60 (Top) Canvas to Paper/Foil to Tar/Felt to FG

Silver/White, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous

Fibrous%

Asbestos% &Type

PLM 198.1

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

Page 6 of 16

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

78A

BK0124336-61

Hot Tunnel South - Concrete (Wall)

Grey, Homogeneous, Friable

78B

BK0124336-62

Hot Tunnel South - Concrete (Wall)

78C

BK0124336-63

78D

PLM

TEM

Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

Not Applicable

100%

NAD

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

Hot Tunnel Upper North - Concrete (Ceiling)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

BK0124336-64

Hot Tunnel Upper North - Concrete (Ceiling)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

79A

BK0124336-65

Hot Tunnel Upper North - 4" Overhead Line Brown Cloth Wrap

Brown, Homogeneous, Friable

Not Applicable 100%CELL

NAD

79B

BK0124336-66

Hot Tunnel Upper North - 4" Overhead Line Brown Cloth Wrap

Brown, Homogeneous, Friable

Not Applicable 100%CELL

NAD

80A

BK0124336-67

Hot Tunnel Upper South - 4" Overhead Line Paper/Foil

37.7 25.3 37.0

100%

NAD Inconclusive

80B

BK0124336-68

Hot Tunnel Upper South - 4" Overhead Line Paper/Foil

32.6 2.7 64.7

100%

NAD Inconclusive

81A

BK0124336-69

Grey, Homogeneous, Friable

Not Applicable

96.3%

3.7%CHRY

81B

BK0124336-70

Grey, Homogeneous, Friable

Not Applicable

Hot Tunnel Upper North - 4" Overhead Line Bare Job Molded Plaster Fitting Hot Tunnel Upper North - 4" Overhead Line Bare Job Molded Plaster Fitting

Silver/Beige, Homogeneous, Non-Fibrous Silver/Brown, Homogeneous, Non-Fibrous

Page 7 of 16

Asbestos% &Type

PLM 198.1

NA/PS

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

81C

BK0124336-71

Hot Tunnel Upper North - 4" Overhead Line Bare Job Molded Plaster Fitting

Grey, Homogeneous, Friable

Not Applicable

82A

BK0124336-72

Section 1 - HPS 14" Line (F) Paper/Foil to FG

82B

BK0124336-73

Section 4 - HPS 14" Line (F) Paper/Foil to FG

83A

BK0124336-74

Section 1 - HPS 14" Line (G) Paper/Foil to FG

83B

BK0124336-75

Section 4 - HPS 14" Line (G) Paper/Foil to FG

84A

BK0124336-76

Section 1 - CWS G Line Paper/Foil to FG

84B

BK0124336-77

Section 4 - CWS G Line Paper/Foil to FG

85A

BK0124336-78

Section 1 - CWR G Line Paper/Foil to FG

85B

BK0124336-79

Section 4 - CWR G Line Paper/Foil to FG

86A

BK0124336-80 Section 1 - 2" Drain Paper/Foil to FG

Silver/Beige, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Brown, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous Silver/Beige, Homogeneous, Non-Fibrous

PLM Fibrous%

Non Fibrous%

TEM Asbestos% &Type

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

NA/PS

35.2 4.2 60.7

100%

NAD Inconclusive

NAD

54.0 23.1 22.9

100%

NAD Inconclusive

NAD

29.5 2.8 67.7

100%

NAD Inconclusive

NAD

30.2 46.0 23.8

100%

NAD Inconclusive

NAD

19.2 26.6 54.2

100%

NAD Inconclusive

NAD

27.2 2.0 70.8

100%

NAD Inconclusive

NAD

10.6 6.6 82.8

100%

NAD Inconclusive

NAD

34.2 25.7 40.1

100%

NAD Inconclusive

NAD

17.5 65.3 17.3

100%

NAD Inconclusive

NAD

Page 8 of 16

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area: Client ID#

Lab ID#

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Description/ Location

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Analyst Description

ASI ORG AII% % %

Silver/Beige, Homogeneous, Non-Fibrous

PLM

TEM

Method By ELAP PLM NOB 198.6

TEM 198.4

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

36.5 13.2 50.3

100%

NAD Inconclusive

PLM 198.1

86B

BK0124336-81 Section 4 - 2" Drain Paper/Foil to FG

87A

BK0124336-82

Section 1 - Vertical Expansion Joint Caulk (Black)

Black, Homogeneous, Non-Fibrous

32.2 7.1 60.7

100%

NAD Inconclusive

NAD

87B

BK0124336-83

Section 1 - Vertical Expansion Joint Caulk (Black)

Black, Homogeneous, Non-Fibrous

96.2 1.8

2.0

100%

NAD Inconclusive

NAD

88A

BK0124336-84

Section 1 - Horizontal Seam Sealant (Grey)

Grey, Homogeneous, Non-Fibrous

78.0 3.5 18.5

100%

NAD Inconclusive

NAD

88B

BK0124336-85

Section 1 - Horizontal Seam Sealant (Grey)

Grey, Homogeneous, Non-Fibrous

88.1 1.3 10.6

100%

NAD Inconclusive

NAD

89A

BK0124336-86

Section 1 - Embedded Textured Material to Black Exp. Joint

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

89B

BK0124336-87

Section 1 - Embedded Textured Material to Black Exp. Joint

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

90A

BK0124336-88

Section 4 - HPS 14" G-Line Mudded Plaster Elbow Insulation

Grey, Homogeneous, Friable

Not Applicable

20%FBGL

80%

NAD

90B

BK0124336-89

Section 1 - HPS 14" G-Line Mudded Plaster Elbow Insulation

Grey, Homogeneous, Friable

Not Applicable

20%FBGL

80%

NAD

90C

BK0124336-90

Section 5 - HPS 14" G-Line Mudded Plaster Elbow Insulation

Grey, Homogeneous, Friable

Not Applicable

20%FBGL

80%

NAD

Page 9 of 16

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

91A

BK0124336-91

Section 4 - HPS 14" G-Line Canvas Wrap to Pipe Elbow

Beige, Homogeneous, Friable

91B

BK0124336-92

Section 1 - HPS 14" G-Line Canvas Wrap to Pipe Elbow

91C

BK0124336-93

92A

PLM

TEM Asbestos% &Type

Not Applicable 100%CELL

NAD

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

Section 4 - HPS 14" G-Line Canvas Wrap to Pipe Elbow

Beige, Homogeneous, Friable

Not Applicable 100%CELL

NAD

BK0124336-94

Section 4 - HPS 14" F-Lien Mudded Plaster Elbow Insulation

Grey, Homogeneous, Friable

Not Applicable

20%FBGL

80%

NAD

92B

BK0124336-95

Section 1 - HPS 14" F-Lien Mudded Plaster Elbow Insulation

Grey, Homogeneous, Friable

Not Applicable

20%FBGL

80%

NAD

92C

BK0124336-96

Section 5 - HPS 14" F-Lien Mudded Plaster Elbow Insulation

Grey, Homogeneous, Friable

Not Applicable

20%FBGL

80%

NAD

93A

BK0124336-97

Section 4 - HPS 14" F-Line Canvas Wrap to Pipe Elbow

Beige, Homogeneous, Friable

Not Applicable 100%FBGL

NAD

93B

BK0124336-98

Section 1 - HPS 14" F-Line Canvas Wrap to Pipe Elbow

Beige, Homogeneous, Friable

Not Applicable 100%FBGL

NAD

93C

BK0124336-99

Section 4 - HPS 14" F-Line Canvas Wrap to Pipe Elbow

Beige, Homogeneous, Friable

Not Applicable 100%FBGL

NAD

94A

BK0124336-100

Section 5 - CHWS Linear Plaster Pipe Insulation

White, Homogeneous, Friable

Not Applicable

87.5%

2.4%CHRY 5.1%AMO Total= 7.5%

Page 10 of 16

Fibrous%

5%FBGL

Asbestos% &Type

Method By ELAP

Non Fibrous%

PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

94B

BK0124336-101

Section 5 - CHWS Linear Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

94C

BK0124336-102

Section 5 - CHWS Linear Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

95A

BK0124336-103

Section 5 - CHWS Linear Over Wrap to Plaster Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

95B

BK0124336-104

Section 5 - CHWS Linear Over Wrap to Plaster Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

95C

BK0124336-105

Section 5 - CHWS Linear Over Wrap to Plaster Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

96A

BK0124336-106

Section 5 - CHWS Linear Paper/Foil to FG

96B

BK0124336-107

Section 5 - CHWS Linear Paper/Foil to FG

97A

BK0124336-108

Section 5 - CHWR Linear Plaster Pipe Insulation

97B

BK0124336-109

97C

BK0124336-110

Silver/White, Homogeneous, Non-Fibrous Silver/White, Homogeneous, Non-Fibrous

Fibrous%

Non Fibrous%

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

10.5 23.2 66.3

100%

NAD Inconclusive

NAD

23.4 6.1 70.5

100%

NAD Inconclusive

NAD

Grey, Homogeneous, Friable

Not Applicable

5%FBGL

87.5%

2.4%CHRY 5.1%AMO Total= 7.5%

Section 5 - CHWR Linear Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

Section 5 - CHWR Linear Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

Page 11 of 16

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ORG ASI AII% % %

98A

BK0124336-111

Section - CHWR Linear Over Wrap to Plaster Pipe Insulation

Beige, Homogeneous, Friable

Not Applicable

NA/PS

98B

BK0124336-112

Section - CHWR Linear Over Wrap to Plaster Pipe Insulation

Beige, Homogeneous, Friable

Not Applicable

NA/PS

98C

BK0124336-113

Section - CHWR Linear Over Wrap to Plaster Pipe Insulation

Beige, Homogeneous, Friable

Not Applicable

NA/PS

99A

BK0124336-114

Section 5 - CHWR Linear Paper/Foil to FG

99B

BK0124336-115

Section 5 - CHWR Linear Paper/Foil to FG

100A

BK0124336-116

Section 5 - CHWS Pipe Elbow Plaster Insulation

100B

BK0124336-117

100C

Silver/beige, Homogeneous, Non-Fibrous Silver/beige, Homogeneous, Non-Fibrous

Fibrous%

Non Fibrous%

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

37.7 28.4 33.9

100%

NAD Inconclusive

NAD

34.2 18.7 47.1

100%

NAD Inconclusive

NAD

Grey, Homogeneous, Friable

Not Applicable

5%FBGL

87.5%

2.5%CHRY 5%AMO Total= 7.5%

Section 5 - CHWS Pipe Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

BK0124336-118

Section 5 - CHWS Pipe Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

101A

BK0124336-119

Section 5 - CHWS Canvas Wrap to Pipe Elbow

White, Homogeneous, Friable

Not Applicable

NA/PS

101B

BK0124336-120

Section 5 - CHWS Canvas Wrap to Pipe Elbow

White, Homogeneous, Friable

Not Applicable

NA/PS

Page 12 of 16

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

101C

BK0124336-121

Section 5 - CHWS Canvas Wrap to Pipe Elbow

White, Homogeneous, Friable

Not Applicable

102A

BK0124336-122

Section 5 - CHWR Pipe Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

102B

BK0124336-123

Section 5 - CHWR Pipe Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

102C

BK0124336-124

Section 5 - CHWR Pipe Elbow Plaster Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

103A

BK0124336-125

Section 5 - CHWR canvas Wrap to Pipe Elbow

White, Homogeneous, Friable

Not Applicable

NA/PS

103B

BK0124336-126

Section 5 - CHWR canvas Wrap to Pipe Elbow

White, Homogeneous, Friable

Not Applicable

NA/PS

103C

BK0124336-127

Section 5 - CHWR canvas Wrap to Pipe Elbow

White, Homogeneous, Friable

Not Applicable

NA/PS

104A

BK0124336-128

Section 5 - G-Line Plaster Pipe Insulation

White, Homogeneous, Friable

Not Applicable

104B

BK0124336-129

Section 5 - G-Line Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

104C

BK0124336-130

Section 5 - G-Line Plaster Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

Page 13 of 16

Fibrous%

Non Fibrous%

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

NA/PS

5%FBGL

84.0%

90.1%

2.3%CHRY 8.2%AMO Total=11%

4.9%CHRY

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024 PLM

TEM

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

105A

BK0124336-131

Section 5 - G-Line Canvas Wrap to Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

105B

BK0124336-132

Section 5 - G-Line Canvas Wrap to Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

105C

BK0124336-133

Section 5 - G-Line Canvas Wrap to Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

106A

BK0124336-134

Section 5 - F-Line Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

106B

BK0124336-135

Section 5 - F-Line Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

106C

BK0124336-136

Section 5 - F-Line Plaster Pipe Insulation

Grey, Homogeneous, Friable

Not Applicable

NA/PS

107A

BK0124336-137

Section 5 - F-Line Canvas Wrap to Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

107B

BK0124336-138

Section 5 - F-Line Canvas Wrap to Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

107C

BK0124336-139

Section 5 - F-Line Canvas Wrap to Pipe Insulation

White, Homogeneous, Friable

Not Applicable

NA/PS

108A

BK0124336-140

Section 1 - Concrete (Floor)

Grey, Homogeneous, Friable

Not Applicable

Page 14 of 16

Fibrous%

5%FBGL

Non Fibrous%

88.4%

100%

Asbestos% &Type

6.6%AMO

NAD

Asbestos% &Type

Method By ELAP PLM 198.1

PLM NOB 198.6

TEM 198.4

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

108B

BK0124336-141

Section 1 - Concrete (Floor)

Grey, Homogeneous, Friable

108C

BK0124336-142

Section 1 - Concrete (Wall)

108D

BK0124336-143

109A

PLM

TEM

Method By ELAP PLM NOB 198.6

TEM 198.4

NAD 9.2%CHRY Inconclusive

NAD Inconclusive

Not Analyzed

NAD Inconclusive

NAD

Fibrous%

Non Fibrous%

Asbestos% &Type

Not Applicable

100%

NAD

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

Section 1 - Concrete (Wall)

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

BK0124336-144

Section 5 - CMU Wall

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

109B

BK0124336-145

Section 5 - CMU Wall

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

110A

BK0124336-146

Section 4 - Grout to Red Brick Inlay @ Tunnel

Red, Homogeneous, Friable

Not Applicable

100%

NAD

110B

BK0124336-147

Section 4 - Grout to Red Brick Inlay @ Tunnel

Red, Homogeneous, Friable

Not Applicable

100%

NAD

111A

BK0124336-148

Section 4 - Black Pipe Sealant on Wall Penetration

Grey, Homogeneous, Non-Fibrous

32.6 46.1 21.3

100%

111B

BK0124336-149

Section 4 - Black Pipe Sealant on Wall Penetration

Grey, Homogeneous, Non-Fibrous

32.2 40.5 27.3

100%

112A

BK0124336-150

Section 4 - Red Fire Caulk to Wall Penetration

Red, Homogeneous, Non-Fibrous

39.1 44.1 16.8

100%

Page 15 of 16

Asbestos% &Type

PLM 198.1

PM20 REV3, Jan 2022

Atlas Environmental Lab, Corp. 255 West 36th Street, Suite# 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(212) 563-0401 www.atlasenvironmentallab.com

Bulk Asbestos Report by PLM-TEM Client: Collected by: Project Name/No.: Project Address: Work Area:

CHA Solutions, Inc Client OGS Utility Tunnels HAZMAT Inspection / 080577 Empire State Plaza; 100 S Mall Arterial, Albany, NY Hot Tunnel South / Upper South / Upper North

Lab ID: BK0124336 Date Received: 1/29/2024 PLM Date Analyzed: 1/30/2024 TEM Date Analyzed: 2/1/2024 Report Date: 2/3/2024

Client ID#

Lab ID#

Description/ Location

Analyst Description

ASI ORG AII% % %

112B

BK0124336-151

Section 4 - Red Fire Caulk to Wall Penetration

Red, Homogeneous, Non-Fibrous

113A

BK0124336-152

Section 4 - Parge Coat to CMU

113B

BK0124336-153

Section 4 - Parge Coat to CMU

PLM

TEM

Method By ELAP

Fibrous%

Non Fibrous%

Asbestos% &Type

35.0 53.6 11.4

100%

NAD Inconclusive

NAD

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

Grey, Homogeneous, Friable

Not Applicable

100%

NAD

PLM 198.1

PLM NOB 198.6

TEM 198.4

MG/AH Quantitative Analysis (Semi/Full):Bulk Asbestos Analysis-PLM by EPA 600/M4-82-020 per 40 CFR or ELAP198.1 (friable) and 198.6 (NOB) samples for New York. NAD=no asbestos detected, NA/PS=Not Analyzed/Positive Stop, Trace=<1%,FBGL=Fiberglass, CELL=Cellulose,CHRY=Chrysotile,Amo=Amosite,CRO=Crocidolite,ANTH=Anthophylite, TRE=Tremolite, ACT=Actinolite, NA=not applicable.

NYS-ELAP#11999, NVLAP Lab Code: 500092-0, NJ ID: NY034 "ELCP on NJ won't apply to TEM", CT Reg. ID: PH-0154 PLM Analyst: BH

TEM Analyst: VR

Approved by:

Page 16 of 16

PM20 REV3, Jan 2022

APPENDIX F PCB Sample Analytical Report

DATA PACKAGE GC SEMI-VOLATILES

PROJECT NAME : OGS UTILITY TUNNELS HAZMAT INSPECTION

CHA COMPANIES, INC. III Winners Circle P.O. Box 5269 Albany, NY - 12205-0269 Phone No: 518-453-4500

ORDER ID : P1274 ATTENTION : James Morey

Laboratory Certification ID # 20012 P1274

1 of 22

Table Of Contents for P1274 1) Signature Page

2) Case Narrative

3) Qualifier Page

4) QA Checklist

5) PCB Data

6) Shipping Document

2.1) PCB- Case Narrative

P1274

6.1) CHAIN OF CUSTODY

6.2) Lab Certificate

2 of 22

1 284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Cover Page Order ID : Project ID : Client :

P1274 OGS UTILITY TUNNELS HAZMAT INSPECTION CHA Companies, Inc.

Lab Sample Number

Client Sample Number

P1274-01 P1274-02 P1274-03 P1274-04 P1274-05 P1274-06 P1274-07 P1274-08

PCB-012324-01 PCB-012324-02 PCB-012324-03 PCB-012324-04 PCB-012324-05 PCB-012324-06 PCB-012324-07 PCB-012324-08

I certify that the data package is in compliance with the terms and conditions of the contract,both technically and for completeness, for other than the conditions detailed above. Release of the data contained in this hard copy data package has been authorized by the laboratory manager or his designee, as verified by the following signature. Signature :

2/12/2024 Date: By Sohil Jodhani, QA/QC Director at 9:03 am, Feb 12, 2024

NYDOH CERTIFICATION NO - 11376

P1274

NJDEP CERTIFICATION NO - 20012

3 of 22

2 284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

CASE NARRATIVE CHA Companies, Inc. Project Name: OGS UTILITY TUNNELS HAZMAT INSPECTION Project # N/A Chemtech Project # P1274 Test Name: PCB A. Number of Samples and Date of Receipt: 8 Solid samples were received on 01/29/2024. B. Parameters According to the Chain of Custody document, the following analyses were requested: PCB. This data package contains results for PCB. C. Analytical Techniques: The analyses were performed on instrument GCECD_O. The front column is ZB-MR1 which is 30 meters, 0.32 mm ID, 0.5 um df, Catalogue # 7HM-G016-17. The rear column is ZB-MR2 which is 30 meters, 0.32 mm ID, 0.25 µm; Catalogue # 7HM-G017-11.The analysis of PCBs was based on method 8082A and extraction was done based on method 3541. D. QA/ QC Samples: The Holding Times were met for all analysis. The Surrogate recoveries met the acceptable criteria except for PCB-012324-02 [Tetrachloro-m-xylene(2) - 38%],AS per method one surrogate allowed to fail to meet the criteria per column, No further corrective action was taken while, PCB-012324-07 [Decachlorobiphenyl(1) - 268%, Decachlorobiphenyl(2) - 207%], PCB012324-07RE [Decachlorobiphenyl(1) - 264% and Decachlorobiphenyl(2) - 215%] the failure sample in surrogates with both columns were reanalyzed to confirm the results as per method and reported in the data. The Retention Times were acceptable for all samples. The Blank Spike met requirements for all samples . The Blank analysis did not indicate the presence of lab contamination. The Initial Calibration met the requirements . The Continuous Calibration File ID PO101476.D met the requirements except for Decachlorobiphenyl is failing in 2nd column but it is passing in 1st column therefore no corrective action taken. E. Additional Comments: The temperature of the samples at the time of receipt was 18.2°C.

P1274

4 of 22

2.1

2 284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

All samples received as Caulk matrix, therefore less volume was taken at the time of extraction. No MSMSD performed as samples are caulk matrix. F. Manual Integration Comments: Please refer to the Manual integration Report included with the Run Logs for information on the manual integrations performed. I certify that the data package is in compliance with the terms and conditions of the contract, both technically and for completeness, for other than the conditions detailed above. The laboratory manager or his designee, as verified by the following signature has authorized release of the data contained in this hard copy data package.

Signature__________________________

P1274

By Sohil Jodhani, QA/QC Director at 9:04 am, Feb 12, 2024

5 of 22

2.1

3 284 Sheffield Street, Mountainside NJ 07092 Tel. 908-789-8900 Fax: 908-789-8922

DATA REPORTING QUALIFIERS- ORGANIC

For reporting results, the following “ Results Qualifiers” are used:

Value

If the result is a value greater than or equal to the detection limit, report the value

Indicates the compound was analyzed for but was not detected. Report the minimum detection limit for the sample with the U, i.e. “10 U”. This is not necessarily the instrument detection limit attainable for this particular sample based on any concentration or dilution that may have been required.

Indicates the analyte was analyzed for, but not detected

Indicates an estimated value. This flag is used: (1) When estimating a concentration for a tentatively identified compound (library search hits, where a 1:1 response is assumed.) (2) When the mass spectral data indicated the identification, however the result was less than the specified detection limit greater than zero. If the detection limit was 10ug/L and a concentration of 3 ug/L was calculated report as 3 J. This is flag is used when similar situation arise on any organic parameter i.e. Pest, PCB and others. Indicates the analyte was found in the blank as well as the sample report as “12 B”.

Indicates the analyte ‘s concentration exceeds the calibrated range of the instrument for that specific analysis.

This flag identifies all compounds identified in an analysis at a secondary dilution factor.

This flag is used for Pesticide/PCB target analyte when there is >25% difference for detected concentrations between the two GC columns. The lower of the two values is reported on Form 1 and flagged with a “P”.

This flag indicates presumptive evidence of a compound. This is only used for tentatively identified compounds (TICs), where the identification is based on a mass spectral library search. It applies to all TIC results. For generic characterization of a TIC, such as chlorinated hydrocarbon, the flag is not used.

This flag indicates that a Tentatively Identified Compound is a suspected aldolcondensation product.

Indicates the LCS did not meet the control limits requirements

QA Control # A3040960 P1274

6 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

APPENDIX A QA REVIEW GENERAL DOCUMENTATION

Project #:

P1274 Completed

For thorough review, the report must have the following:

GENERAL: Are all original paperwork present (chain of custody, record of communication,airbill, sample management lab chronicle, login page)

Check chain-of-custody for proper relinquish/return of samples

Is the chain of custody signed and complete

Check internal chain-of-custody for proper relinquish/return of samples /sample extracts

Collect information for each project id from server. Were all requirements followed

COVER PAGE: Do numbers of samples correspond to the number of samples in the Chain of Custody on login page

Do lab numbers and client Ids on cover page agree with the Chain of Custody

CHAIN OF CUSTODY: Do requested analyses on Chain of Custody agree with form I results

Do requested analyses on Chain of Custody agree with the log-in page

Were the correct method log-in for analysis according to the Analytical Request and Chain of Castody

Were the samples received within hold time

Were any problems found with the samples at arrival recorded in the Sample Management Laboratory Chronicle

ANALYTICAL: Was method requirement followed?

Was client requirement followed?

Does the case narrative summarize all QC failure?

All runlogs and manual integration are reviewed for requirements

All manual calculations and /or hand notations verified

1st Level QA Review Signature:

MOHAMMAD AHMED

Date:

2nd Level QA Review Signature:

P1274

02/12/2024

Date: By Sohil Jodhani, QA/QC Director at 9:04 am, Feb 12, 2024

7 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Hit Summary Sheet SW-846

SDG No.:

P1274

Order ID:

Client:

CHA Companies, Inc.

Project ID:

Sample ID

Client ID

Client ID : P1274-01

PCB-012324-01 PCB-012324-01

Matrix

Parameter

P1274

Concentration

OGS UTILITY TUNNELS HAZMAT INSPECT C

MDL

RDL

Units

CAULK

4300 P

Aroclor-1260 Total Concentration:

51.9

264

ug/kg

4,300.000

Client ID : P1274-04

PCB-012324-04 PCB-012324-04

CAULK

Aroclor-1254

6200 P

163

739

ug/kg

P1274-04

PCB-012324-04

CAULK

Aroclor-1260

6300

145

739

ug/kg

55.1

280

ug/kg

55.1

280

ug/kg

Total Concentration:

Client ID : P1274-07

PCB-012324-07 PCB-012324-07

CAULK

PCB-012324-07RE PCB-012324-07RE

CAULK

1,000.000

892 P

Aroclor-1260 Total Concentration:

P1274

12,500.000

1000 P

Aroclor-1260 Total Concentration:

Client ID : P1274-07RE

8 of 22

892.000

A B C D

SA AM MPL LE DA ATA A

P1274

9 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-01

SDG No.:

P1274

Lab Sample ID:

P1274-01

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

1.93

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101467.D

01/30/24 10:10

01/30/24 13:56

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

55.6 91.2 70.3 48.7 43.8 58.4 42.3 51.3 4300

U U U U U U U U P

55.6 91.2 70.3 48.7 43.8 58.4 42.3 51.3 51.9

264 264 264 264 264 264 264 264 264

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

19.0 24.4

40 - 162 32 - 175

95% 122%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

Comments: U = Not Detected LOQ = Limit of Quantitation MDL = Method Detection Limit LOD = Limit of Detection E = Value Exceeds Calibration Range P = Indicates >25% difference for detected concentrations between the two GC columns Q = indicates LCS control criteria did not meet requirements M = MS/MSD acceptance criteria did not meet requirements

P1274

J = Estimated Value B = Analyte Found in Associated Method Blank N = Presumptive Evidence of a Compound * = Values outside of QC limits D = Dilution S = Indicates estimated value where valid five-point calibration was not performed prior to analyte detection in sample. () = Laboratory InHouse Limit

10 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-02

SDG No.:

P1274

Lab Sample ID:

P1274-02

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

2.04

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101468.D

01/30/24 10:10

01/30/24 14:12

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

52.6 86.3 66.5 46.0 41.5 55.3 40.0 48.5 49.1

U U U U U U U U U

52.6 86.3 66.5 46.0 41.5 55.3 40.0 48.5 49.1

250 250 250 250 250 250 250 250 250

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

10.4 9.08

40 - 162 32 - 175

52% 45%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

11 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-03

SDG No.:

P1274

Lab Sample ID:

P1274-03

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

0.81

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101469.D

01/30/24 10:10

01/30/24 14:29

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

133 217 167 116 104 139 101 122 124

U U U U U U U U U

133 217 167 116 104 139 101 122 124

630 630 630 630 630 630 630 630 630

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

19.3 22.1

40 - 162 32 - 175

96% 110%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

12 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-04

SDG No.:

P1274

Lab Sample ID:

P1274-04

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

0.69

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101470.D

01/30/24 10:10

01/30/24 14:46

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

156 255 197 136 123 6200 118 143 6300

U U U U U P U U

156 255 197 136 123 163 118 143 145

739 739 739 739 739 739 739 739 739

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

20.3 21.7

40 - 162 32 - 175

101% 108%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

13 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-05

SDG No.:

P1274

Lab Sample ID:

P1274-05

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

1.15

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101471.D

01/30/24 10:10

01/30/24 15:02

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

93.4 153 118 81.7 73.6 98.1 71.0 86.1 87.1

U U U U U U U U U

93.4 153 118 81.7 73.6 98.1 71.0 86.1 87.1

443 443 443 443 443 443 443 443 443

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

20.2 22.4

40 - 162 32 - 175

101% 112%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

14 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-06

SDG No.:

P1274

Lab Sample ID:

P1274-06

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

2.5

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101472.D

01/30/24 10:10

01/30/24 15:19

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

43.0 70.4 54.2 37.6 33.8 45.1 32.6 39.6 40.1

U U U U U U U U U

43.0 70.4 54.2 37.6 33.8 45.1 32.6 39.6 40.1

204 204 204 204 204 204 204 204 204

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

16.5 25.6

40 - 162 32 - 175

82% 128%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

15 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-07

SDG No.:

P1274

Lab Sample ID:

P1274-07

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

1.82

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101473.D

01/30/24 10:10

01/30/24 15:36

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

59.0 96.8 74.5 51.6 46.5 62.0 44.8 54.4 1000

U U U U U U U U P

59.0 96.8 74.5 51.6 46.5 62.0 44.8 54.4 55.1

280 280 280 280 280 280 280 280 280

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

16.2 53.6

40 - 162 32 - 175

81% 268%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

16 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-07RE

SDG No.:

P1274

Lab Sample ID:

P1274-07RE

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

1.82

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101475.D

01/30/24 10:10

01/30/24 16:26

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

59.0 96.8 74.5 51.6 46.5 62.0 44.8 54.4 892

U U U U U U U U P

59.0 96.8 74.5 51.6 46.5 62.0 44.8 54.4 55.1

280 280 280 280 280 280 280 280 280

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

16.2 52.7

40 - 162 32 - 175

81% 264%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

17 of 22

284 Sheffield Street, Mountainside, NJ 07092 Phone: 908 789 8900 Fax: 908 789 8922

Report of Analysis A

Client:

CHA Companies, Inc.

Date Collected:

01/23/24

Project:

OGS UTILITY TUNNELS HAZMAT INSPECTION

Date Received:

01/29/24

Client Sample ID:

PCB-012324-08

SDG No.:

P1274

Lab Sample ID:

P1274-08

Matrix:

CAULK

Analytical Method:

SW8082A

% Solid:

100

Decanted:

Sample Wt/Vol:

2.63

Final Vol:

10000

Test:

PCB

Units:

Soil Aliquot Vol: Extraction Type:

C D

Injection Volume :

GPC Factor :

1.0

Prep Method :

SW3541B

File ID/Qc Batch:

Dilution:

Prep Date

Date Analyzed

Prep Batch ID

PO101474.D

01/30/24 10:10

01/30/24 15:53

PB158706

CAS Number

PH :

Parameter

Conc.

Qualifier MDL

LOQ / CRQL

Units

Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1262 Aroclor-1268 Aroclor-1260

40.8 67.0 51.6 35.7 32.2 42.9 31.0 37.6 38.1

U U U U U U U U U

40.8 67.0 51.6 35.7 32.2 42.9 31.0 37.6 38.1

194 194 194 194 194 194 194 194 194

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Tetrachloro-m-xylene Decachlorobiphenyl

17.9 25.9

40 - 162 32 - 175

90% 130%

SPK: 20 SPK: 20

TARGETS

12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 37324-23-5 11100-14-4 11096-82-5 SURROGATES

877-09-8 2051-24-3

P1274

18 of 22

284 Sheffield Street, Mountainside, New Jersey - 07092 Phone: (908) 789 8900 Fax: (908) 789 8922

LAB CHRONICLE OrderID: Client: Contact: LabID

ClientID

P1274-01

PCB-012324-01

P1274-02

P1274-03

P1274-04

P1274-05

P1274-06

P1274-07

P1274-07RE

P1274-08

P1274

P1274 CHA Companies, Inc. James Morey

PCB-012324-02

PCB-012324-03

PCB-012324-04

PCB-012324-05

PCB-012324-06

PCB-012324-07

PCB-012324-07RE

PCB-012324-08

OrderDate: Project: Location: Matrix

Test

Method

PCB

8082A

PCB

8082A

PCB

8082A

PCB

8082A

PCB

8082A

CAULK

1/29/2024 12:15:00 PM OGS UTILITY TUNNELS HAZMAT INSPECTION D11 Sample Date

Prep Date

Anal Date

01/30/24

01/23/24

CAULK

01/29/24

01/23/24

CAULK

01/29/24

01/23/24

CAULK

01/29/24

01/23/24

CAULK

01/29/24

01/23/24

CAULK

01/29/24

01/23/24 PCB

8082A

PCB

8082A

CAULK

01/29/24 01/30/24

01/30/24

01/23/24

CAULK

01/29/24

01/23/24 PCB

8082A

PCB

8082A

CAULK

01/29/24 01/30/24

01/30/24

01/23/24

19 of 22

Received

01/29/24

C D

SH HIP PPIN NG DOC D CUM ME ENT TS

P1274

20 of 22

6 6.1

P1274

21 of 22

284 Sheffield Street, Mountainside NJ 07092 (908)-789-8900 Fax : 908 789 8922

Laboratory Certification Certified By

License No.

CAS EPA CLP Contract

68HERH20D0011

Connecticut

PH-0649

DOD ELAP (L-A-B)

L2219

Maine

2022022

Maryland

296

New Hampshire

255423

New Jersey

20012

New York

11376

Pennsylvania

68-00548

Soil Permit

P330-21-00137

Texas

T104704488-23-16

QA Control Code: A2070148

P1274

22 of 22

6 6.2

APPENDIX G LBP Sample Analytical Report

Atlas Environmental Lab, Corp 255 W 36th Street Suite 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(718) 563-0401 www.atlasenvironmentallab.com

REPORT OF ANALYSIS FOR LEAD PAINT Client: CHA Solutions, Inc. Collected by: Client Project Name/No.: OGS Utility Tunnels Hazmat Inspection / C80577 Project Address: 100 S Mall Arterial Work Area: Empire State Plaza / Cold/Hot Tunnels

Lab ID: LP01241794 Date Sampled: 1/23/2024 Date Received: 1/29/2024 Date Analyzed: 1/30/2024 Report Date: 2/3/2024

Client ID #

Lab ID #

Location/Description

Result (% Pb W/W)

LP01241794-1

Cold Tunnel Section 1 West - Brown / Green Painted Overwrap to Foam on Condensate Line

<0.03

LP01241794-2

Cold Tunnel Section 1 West - Green Paint to Paper Jacketed FG Insul. on 36" Pipe

0.40

LP01241794-3

Cold Tunnel Section 1 West - Green Paint to Structural Steel on Concrete Pad

<0.03

LP01241794-4

Cold Tunnel Section 2 West - Green Painted Paper Jacket to 48" Pipe

<0.03

LP01241794-5

Cold Tunnel Section 2 West - Dark Green Paint to Paper Jacket on 36" Pipe

0.10

LP01241794-6

Cold Tunnel Section 2 West - Green Paint on Steel Girder

0.03

LP01241794-7

Cold Tunnel Section 2A Landing - Red / White Painted Canvas Overwrap to 4" OH Pipe

<0.03

LP01241794-8

Cold Tunnel Section 2A "Mid" - Yellow Paint to Canvas Overwrap on 14" Pipe

<0.03

LP01241794-9

Cold Tunnel Section 4 (Left) - Turquoise Paint to Paper Jacket on 24" Vertical Line

<0.03

LP01241794-10

Cold Tunnel Section 4 (Left) - Beige Paint to Plastic Fitting on 48" Pipe

<0.03

LP01241794-11

Cold Tunnel Section 4 (Left) - White Paint on 30" Cast Iron Pipe / Drain

<0.03

LP01241794-12

Cold Tunnel Section 4 (Left) - Beige Paint on "Y" Valve

0.08

LP01241794-13

Cold Tunnel Section 4 (Left) - Dark Green Paint on Metal Strut

<0.03

LP01241794-14

Cold Tunnel Section 5 (Left) - Red / Orange Paint on Metal Panel to 14" HPS Line

<0.03

LP01241794-15

Cold Tunnel S5 (Left) - Primer Under Dark Green Paint on Metal Strut

<0.03

LP01241794-16

Cold Tunnel S5 (Left) - Pea Green Paint to Canvas Overwrap on DWCS Line

<0.03

LP01241794-17

Cold Tunnel Section 5 - Dull Gray Paint to Valve CW58

<0.03

LP01241794-18

Cold Tunnel Section 7 - Red Paint to 8" Cast Iron Drain / Pipe

1.29

LP01241794-19

Cold Tunnel Section 7 - Yellow Paint to Paper Jacket to HPS Line

<0.03

LP01241794-20

Cold Tunnel Section 8 - Light Brown Paint to 12" Cast Iron Pipes

<0.03

Page 1 of 2

L3 REV3, July 2019

Atlas Environmental Lab, Corp 255 W 36th Street Suite 1503 New York, NY 10018 Phone:(212) 563-0400 Fax:(718) 563-0401 www.atlasenvironmentallab.com

Lab ID: LP01241794 Date Sampled: 1/23/2024 Date Received: 1/29/2024 Date Analyzed: 1/30/2024 Report Date: 2/3/2024

Client ID #

Lab ID #

Location/Description

Result (% Pb W/W)

LP01241794-21

Cold Tunnel Section 11 - Blue Painted 20" PCHWR Elbow

0.09

LP01241794-22

Hot Tunnel 1 - Gray Paint to 6" CHW Lines

<0.03

LP01241794-23

Hot Tunnel 1 - Yellow Paint to 14" F Line

<0.03

LP01241794-24

Hot Tunnel 1 - Yellow Paint to 14" G Line

<0.03

LP01241794-25

Hot Tunnel 1 - Orange Paint to 4" CPD Line

0.21

LP01241794-26

Hot Tunnel 1 - Dark Orange Paint to Overhead 8" Condensate Lines

<0.03

LP01241794-27

Hot Tunnel 1 - Marine Paint to 20" CHW Lines

<0.03

LP01241794-28

Hot Tunnel 1 - Green Girder Paint

0.19

LP01241794-29

Hot Tunnel 1 - White Painted Concrete (Wall)

<0.03

LP01241794-30

Hot Tunnel 2 - Grey Paint to Metal Door / Door Jamb / Door Frame

0.36

LP01241794-31

Hot Tunnel 2 - Yellow Hand Rail Paint

13.70

LP01241794-32

Hot Tunnel 2 - Green Girder Paint

<0.03 CO

Analysis Method: EPA 7000B

Prep Method: EPA 3050B

RL (Reporting limit): 0.03% by weights (based upon 100 mg sampled) HUD Guideline define lead based paint, when lead levels are equal or greater than 0.5% by weight. NYS - ELAP#11999, AIHA-LAP, LLC ID: 208306, CT Reg. # PH-0154

Analyst: HF

Approved by:

Collection procedure, protocols and sample locations are based on information provided by the client submitting the samples; and as such, Atlas Environmental Labs disclaims any knowledge of and liability for the accuracy and completeness of this information. The results apply to the sample as received. Lead results are not corrected for blank.

Page 2 of 2

L3 REV3, July 2019

APPENDIX H Personnel and Laboratory Certifications

DIVISION OF SAFETY & HEALTH LICENSE AND CERTIFICATE UNIT, STATE OFFICE CAMPUS, BLDG. 12, ALBANY, NY 12226

ASBESTOS HANDLING LICENSE CHA Consulting, Inc. III Winners Circle, Albany, NY, 12205 License Number: 60318 License Class: RESTRICTED Date of Issue: 12/05/2023 Expiration Date: 12/31/2024 Duly Authorized Representative: Seth Fowler This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State Codes, Rules and Regulations (12 NYCRR Part 56). It is subject to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of an asbestos project, or (2) demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestos material. This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York State have been issued an Asbestos Certificate, appropriate for the type of work they perform, by the New York State Department of Labor.

Amy Phillips, Director For the Commissioner of Labor

SH 432 (12/21)

April 01, 2023

LAB ID: 11376 MR. EMANUEL HEDVAT CHEMTECH 284 SHEFFIELD STREET MOUNTAINSIDE, NJ 07092

Certificate Expiration Date: April 01, 2024

Dear Mr. Hedvat, Enclosed are certificate(s) of approval issued to your environmental laboratory for the current permit year. The certificate(s) supersede(s) any previously issued one(s) and is(are) in effect through the expiration date listed. Please carefully examine the certificate(s) to insure that the categories, subcategories, analytes, and methods for which your laboratory is approved are correct. In addition, verify that your laboratory's name, address, lead technical director, and identification number are accurate.

Pursuant to NYCRR Subpart 55-2.2, original certificates must be posted conspicuously in the laboratory and copies shall be made available to any client of the laboratory upon request. Pursuant to NYCRR Subpart 55-2.6, any misrepresentation of the fields of accreditation (category - method analyte) for which your laboratory is approved may result in denial, suspension, or revocation of your certification. Any use of the Environmental Laboratory Approval Program (ELAP) or National Environmental Laboratory Accreditation Program (NELAP) name, reference to the laboratory's approval status, and/or using the NELAP logo in any catalogs, advertising, business solicitations, proposals, quotations, laboratory analytical reports, or other materials must include the laboratory's ELAP identification number and distinguish between testing for which the laboratory is approved and testing for which the laboratory is not approved. If you have any questions, please contact us at the Environmental Laboratory Approval Program, Wadsworth Center, New York State Department of Health, Empire State Plaza, Albany NY, 12237; by phone at (518) 485-5570; by facsimile at (518) 485-5568; and by email at elap@health.ny.gov.

Sincerely,

Amy J. Steuerwald, Ph.D. Director, Environmental Laboratory Approval Program

NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER

Expires 12:01 AM April 01, 2024 Issued April 01, 2023

CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE Issued in accordance with and pursuant to section 502 Public Health Law of New York State

MR. EMANUEL HEDVAT CHEMTECH 284 SHEFFIELD STREET MOUNTAINSIDE, NJ 07092

NY Lab Id No: 11376

is hereby APPROVED as an Environmental Laboratory in conformance with the National Environmental Laboratory Accreditation Conference Standards (2016) for the category ENVIRONMENTAL ANALYSES NON POTABLE WATER All approved analytes are listed below: Phthalate Esters Benzyl butyl phthalate

EPA 8270E

Bis(2-ethylhexyl) phthalate

EPA 625.1 EPA 8270E

Diethyl phthalate

EPA 625.1 EPA 8270E

Dimethyl phthalate

EPA 625.1 EPA 8270E

Di-n-butyl phthalate

EPA 625.1 EPA 8270E

Di-n-octyl phthalate

EPA 625.1 EPA 8270E

Polychlorinated Biphenyls Aroclor 1016 (PCB-1016)

EPA 8082A EPA 608.3

Aroclor 1221 (PCB-1221)

EPA 8082A EPA 608.3

Aroclor 1232 (PCB-1232)

EPA 8082A EPA 608.3

Aroclor 1242 (PCB-1242)

EPA 8082A EPA 608.3

Aroclor 1248 (PCB-1248)

EPA 8082A EPA 608.3

Aroclor 1254 (PCB-1254)

EPA 8082A EPA 608.3

Aroclor 1260 (PCB-1260)

EPA 8082A EPA 608.3

Aroclor 1262 (PCB-1262)

EPA 8082A

Serial No.: 67730 Property of the New York State Department of Health. Certificates are valid only at the address shown and must be conspicuously posted by the laboratory. Continued accreditation depends on the laboratory's successful ongoing participation in the Program. Consumers may verify a laboratory's accreditation status online at https://apps.health.ny.gov/pubdoh/applinks/wc/elappublicweb/, by phone (518) 485-5570 or by email to elap@health.ny.gov.

Page 13 of 22

NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER

Expires 12:01 AM April 01, 2024 Issued April 01, 2023

CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE Issued in accordance with and pursuant to section 502 Public Health Law of New York State

MR. EMANUEL HEDVAT CHEMTECH 284 SHEFFIELD STREET MOUNTAINSIDE, NJ 07092

NY Lab Id No: 11376

EPA 8082A

Polynuclear Aromatics Acenaphthene

EPA 625.1 EPA 8270E

Acenaphthylene

EPA 625.1 EPA 8270E

Anthracene

EPA 625.1 EPA 8270E

Benzo(a)anthracene

EPA 625.1 EPA 8270E

Benzo(a)pyrene

EPA 625.1 EPA 8270E

Benzo(b)fluoranthene

EPA 625.1 EPA 8270E

Benzo(g,h,i)perylene

EPA 625.1 EPA 8270E

Benzo(k)fluoranthene

EPA 625.1 EPA 8270E

Chrysene

EPA 625.1 EPA 8270E

Dibenzo(a,h)anthracene

EPA 625.1 EPA 8270E

Fluoranthene

EPA 625.1 EPA 8270E

Fluorene

EPA 625.1 EPA 8270E

Indeno(1,2,3-cd)pyrene

EPA 625.1

Page 14 of 22

NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER

Expires 12:01 AM April 01, 2024 Issued April 01, 2023

CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE Issued in accordance with and pursuant to section 502 Public Health Law of New York State

MR. EMANUEL HEDVAT CHEMTECH 284 SHEFFIELD STREET MOUNTAINSIDE, NJ 07092

NY Lab Id No: 11376

is hereby APPROVED as an Environmental Laboratory in conformance with the National Environmental Laboratory Accreditation Conference Standards (2016) for the category ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE All approved analytes are listed below: Phthalate Esters Diethyl phthalate

EPA 8270E

Dimethyl phthalate

EPA 8270E

Di-n-butyl phthalate

EPA 8270E

Di-n-octyl phthalate

EPA 8270E

Polychlorinated Biphenyls Aroclor 1016 (PCB-1016)

EPA 8082A

Aroclor 1016 (PCB-1016) in Oil

EPA 8082A

Aroclor 1221 (PCB-1221)

EPA 8082A

Aroclor 1221 (PCB-1221) in Oil

EPA 8082A

Aroclor 1232 (PCB-1232)

EPA 8082A

Aroclor 1232 (PCB-1232) in Oil

EPA 8082A

Aroclor 1242 (PCB-1242)

EPA 8082A

Aroclor 1242 (PCB-1242) in Oil

EPA 8082A

Aroclor 1248 (PCB-1248)

EPA 8082A

Aroclor 1248 (PCB-1248) in Oil

EPA 8082A

Aroclor 1254 (PCB-1254)

EPA 8082A

Aroclor 1254 (PCB-1254) in Oil

EPA 8082A

Aroclor 1260 (PCB-1260)

EPA 8082A

Aroclor 1260 (PCB-1260) in Oil

EPA 8082A

Aroclor 1262 (PCB-1262)

EPA 8082A

Aroclor 1268 (PCB-1268)

EPA 8082A

Polynuclear Aromatic Hydrocarbons Acenaphthene

EPA 8270E

Acenaphthylene

EPA 8270E

Anthracene

EPA 8270E

Benzo(a)anthracene

EPA 8270E

Serial No.: 67731 Property of the New York State Department of Health. Certificates are valid only at the address shown and must be conspicuously posted by the laboratory. Continued accreditation depends on the laboratory's successful ongoing participation in the Program. Consumers may verify a laboratory's accreditation status online at https://apps.health.ny.gov/pubdoh/applinks/wc/elappublicweb/, by phone (518) 485-5570 or by email to elap@health.ny.gov.

Page 8 of 13

www.chasolutions.com

Project No. SE332

-748-

Appendix 6: Utility Tunnels Scan Images

May 17, 2024

Project No. SE332

-749-

Overall Scanned Tunnel Sample Images

May 17, 2024

Project No. SE332

-750-

Sample Scanned Cold Tunnel 1

May 17, 2024

Project No. SE332

-751-

Sample Scanned Cold Tunnel 2

May 17, 2024

Project No. SE332

-752-

Sample Scanned Cold Tunnel 3

May 17, 2024

Project No. SE332

-753-

Sample Scanned Hot Tunnel 1

May 17, 2024

Project No. SE332

-754-

Sample Scanned Hot Tunnel 2

May 17, 2024

Project No. SE332

-755-

Appendix 7: Initial Site Visit Minutes

May 17, 2024