ATTACHMENT NO. 1

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SECTION 01 10 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 PROJECT/WORK IDENTIFICATION

A. General: Name of project is "City of Allentown Public Safety Headquarters" for the Owner, City of Allentown as indicated on Contract Documents by Alloy5 Architects, CHA Engineering and Reuther+Bowen.

B. Contract Documents indicate the work of each prime contract and related provisions of project which may include but are not necessarily limited to the following:

1. Existing site condition and restrictions.

2. Other work prior to work of Contract

3. Alterations and coordination with existing work.

4. Other work to be performed concurrently by Owner.

5. Other work is to be performed concurrently by separate subcontractors.

6. Other work subsequent to work of Comtract.

7. Alternates which are work of Contract and Alternates that are not work of Contract.

8. Allowances established as work of Contract.

9. Owner furnished material/equipment with installation as work of Contract.

10. Requirements for Owner partial occupancy during the work of Contract.

C. Summary by References: Work of Prime Contract can be summarized by reference to the Contract, General Conditions, Supplementary General Conditions, Major Equipment Schedules, Drawings as listed in "List of Drawings”, Specifications, Addenda, and Modifications to the Contract Documents issued subsequent to the initial printing of this project manual and including, but not necessarily limited to, printed matter referenced by any of these. It is recognized that work of Contract is also unavoidably affected or influenced by governing regulations, natural phenomena including weather conditions, and other forces outside the Contract Documents.

1. Abbreviated Written Summary: Briefly, as indicated on the Drawings and specified herein, and without force and effect upon Contract Documents, the Work can be summarized as the construction of:

2. Public Safety Headquarters as indicated on Contract Documents by

Alloy5 Architects, CHA Engineering and Reuther+Bowen.

3. New 4 story steel addition

1.2 COORDINATION

A. Each Prime Contractor shall recognize the complex nature of the Project, the sequential nature of contracts, and the concurrent and ongoing operations of the Owner and other Prime Contractors with the Work of this Project. All Prime Contractors are required to review, discuss, and coordinate their Work with the Work of other Prime Contractors as well as the Construction Manager with regard to sequence, timing, built-in Work and equipment, layout, location, compatibility of materials and sizes, and required clearances prior to beginning the Work to avoid construction delays which impact the completion of the project. Since the Work of each Contractor will depend upon interface with the Work of other Contractors, changes in the scheduling procedures, Work or Project conditions of a Contractor may affect the scheduling procedures, Work or Project conditions of other Contractors.

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B. Every Contractor must completely coordinate all of their work prior to the installation of said work. Any work not coordinated with all other trades that is fabricated or installed that interferes with the installation of other work will be reworked at the sole expense of the contractor that did not properly and completely coordinate their work with all other contractors. Metal Studs and drywall will not start until coordinated with MEP overhead installations.

1.3 MISCELLANEOUS AND GENERAL PROVISIONS

A. Delineation of the split of the Summary of Work between the Prime Contracts is defined in the individual bid packages.

B. Unless otherwise noted, all references to Contractor or General Contractor performing work on the site shall be deleted. All work shall be performed by Prime Contractors per the division of work contained in the bid packages.

C. All work is "furnish and install" unless otherwise noted. The term “provide” has the same meaning as "furnish and install." If marked "installation only,” the Prime Contractor is responsible for unloading, protection and inventory of the material. If marked "furnish only,” Contractor is responsible for material and freight to the site.

D. The City of Allentown will pay all costs for the general building permit fee. Other than the general building permit, prime contractor shall provide for all other permits, assessments, governmental fees, bonds, connection charges, charges necessary for the proper execution and completion of the Prime Contractor’s work. All firms working on the project must have any required local registrations.

E. The Construction Manager must approve the location of all materials stored within the work area.

All materials must be delivered as needed. Refer to Site Logistics Plan.

F. Staging will be provided in a designated area. Refer to Site Logistics Plan. Staging must not impact the operations of the site or traffic flow in or around the site.

G. The project will use cellular phones for jobsite communication. Each contractor will be required to provide cellular phones for the Contractor’s superintendent, project manager and other lead personnel on the project.

H. Material deliveries, staging and use of the site are governed by the PLA and must be approved by A.

H. Butz.

I. Noise and vibration that interferes with the occupant operations will need to scheduled and coordinated. At any point in time, work may be stopped and suspended without notice.

J. Parking shall be at the contractor’s cost. Public parking is available in the APA Government

Parking Deck next to the project site. Arrangements for contract parking can be made with the Allentown Parking Authority. Otherwise, contractor employees should use street parking at their own cost.

K. Each Contractor and their respective subcontractors are responsible for:

1. Cutting and patching. This includes cutting and patching of both previously existing work and nominally completed portions of Contract work.

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a. Provide all openings through walls, floors and ceilings, etc. required for the installation of work defined on the drawings, specifications and not otherwise provided by others.

b. Following installation and testing, restore floors, walls and ceilings with materials equal to the original construction and finish to match existing surfaces.

c. Cutting and patching shall be performed only by tradesmen familiar with and skilled in the construction involved.

2. Compliance with the Project Safety and Health Management Plan. The Safety & Health

Management Plan is included in Section 00 82 00.

3. Adhering to normal working hours which are 7:00 a.m. to 3:30 p.m., Monday through

Friday, except for work items that are specifically requested to occur off- hours. Any work performed outside these hours/days must be pre-approved by the Construction Manager.

4. Deliveries will be restricted to the hours between 7:00 a.m. and 3:30 p.m., Monday through Friday. All deliveries must be scheduled with the Construction Manager’s Superintendent.

5. Compliance with environmental protection and quality control requirements in the specifications and as prescribed by law.

6. The Owner has the right of first refusal for all equipment and material to be demolished as part of the work.

7. Compliance with testing provisions as defined in the specifications. All on-site independent testing and inspection required by the specifications should be coordinated with BP-11 Special Inspections, through the Construction Manager, unless otherwise noted.

8. Providing the following Temporary Utilities for its work:

a. Drinking water.

b. Task lighting beyond temporary lighting provided by Electrical

Contractor.

c. Plug-in power cords and other temporary electric distribution.

d. Portable generators required for field welding.

e. Any contractor requiring special electrical needs must obtain and pay for their own special needs. All special needs work is to be coordinated and performed by Electrical contractor under contract with the Owner. The unit rates established in the contract between the Owner and the Electrical contractor will be used for all such work.

9. Provisions to protect persons from hazards created by the Work including those located outside of the project limits. Safeguards include, but are not limited to, traffic control, construction fencing isolating hazards, and barricades preventing vehicular access to hazardous areas.

10. Support Facilities for its work including, but not limited to:

a. Tools, materials, and equipment storage.

b. Clean up and housekeeping services.

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c. Lifts and hoists.

d. Temporary construction openings.

e. Construction aids and miscellaneous services and facilities.

11. Security and Protection Facilities for its work including, but not limited to:

a. Mud control.

b. Fall protection.

c. Barricades, warning signs and lights.

d. Pedestrian safety.

e. Temporary enclosures.

f. Noise control.

g. Dust and fume controls.

h. First aid supplies.

i. Protection of existing work.

j. Environmental protection.

k. Traffic controls.

12. All contracts shall provide their own fall protection harnesses for use inside the corrals to be located on each floor of the new structure prior to enclosure.

13. Daily clean-up of its work and a proportional amount of general clean-up. The Abatement & Demolition contract, the Masonry contract and the Roofing contract each shall provide dumpsters for debris associated with their own work. General Trades contract shall provide dumpsters for all other general construction debris associated with their own work. The Construction Manager will have clean-up performed on behalf of Contractors who are delinquent in their clean-up responsibilities and delinquent Contractors will be back-charged accordingly.

14. Protection of its installed work.

15. Layout of its work.

16. Fire stopping associated with its work.

17. Replacement and/or repair, at the Owner’s sole discretion and final approval, of any existing or new property damaged by the actions of Contractor.

18. Compliance with all Federal, State and local regulations and notifications.

19. Compliance with site access requirements established by the Construction Manager.

20. Monitoring and safeguarding the workplace against trespassing by non- authorized persons by notifying the Construction Manager immediately upon observing suspected trespassers or unauthorized persons within the site.

21. Attendance at weekly job site meetings by Contractor’s supervisory personnel.

Foremen's Meetings, Project Managers’ Meetings and Safety Meetings should be anticipated weekly, as well as specific meetings needed to execute the work. Attendees shall be authorized to make commitments for the Contractor regarding safety, cost, coordination, schedule, manpower, deliveries and other issues that will be discussed.

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Site supervision will start attending the weekly meetings at least two weeks prior to the anticipated start date of their on-site activities or as requested by the Construction Manager.

22. Compliance with Phasing Plans. Contractor understands and includes all costs necessary to perform the work in accordance with said plans including, but not limited to overtime, shift work, and all temporary work required to maintain operational systems.

23. All on-site Foremen are required to have an electronic tablet with access to ProjectSite for project document control.

24. Each BP is required to complete the respective bid form complete. Incomplete bid forms will not be accepted. The intent of the bid form detail is to evaluate the completeness of each bid.

The bid form breakdown in no way represents an individual line item value. The bids will be considered as lump sum.

25. The intent of these summaries is to assist each bidder in understanding the assignment of work. The summaries are not intended to detail the complete scope of work. The specifications, design documents and bid documents provide the complete scope of work for each bid package. Specific instructions within this summary are intended to clarify conflicting information within the specifications and design documents. In no way are these summaries of work intended to detail complete scope.

1.4 PROJECT COORDINATOR

Project coordinator shall be responsible for coordination between the Prime Contractors. The Construction Manager is the designated Project coordinator.

1.5 PROJECT COORDINATOR RESPONSIBILITIES

A. Project coordinator shall perform Project coordination activities for the multiple contracts, including, but not limited to, the following:

1. Provide typical overall coordination of the Work.

2. Coordinate shared access to workspaces.

3. Provide overall coordination of temporary facilities and controls.

4. Review and approve Each Contractor’s coordination and schedule for interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services.

5. Coordinate construction and operations of the Work with work performed by each Contract and Owner's construction forces.

6. Coordinate sequencing and scheduling of the Work. Include the following:

a. Initial Coordination Meeting: At earliest possible date, arrange and conduct a meeting with contractors for sequencing and coordinating the Work; negotiate reasonable adjustments to schedules.

b. Prepare combined Contractors' Construction Schedule for entire Project. Base schedule on preliminary construction schedule. Secure time commitments for performing critical construction activities from contractors. Prepare a simplified summary sheet indicating combined construction activities of contracts. Distribute copies of schedules to contractors.

B. Each Contractor shall perform Project coordination activities for the multiple contracts, including, but not limited to, the following:

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1. Schedule and sequence their own activities

2. Coordinate product selections for compatibility.

3. Coordination and schedule for interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services.

4. Prepare coordination drawings in collaboration with each contractor to coordinate work by more than one contract.

5. Provide quality-assurance and quality-control services specified in Section 01 40 00 Quality

Control Services.

6. Coordinate sequence of activities to accommodate tests and inspections and coordinate schedule of tests and inspections with Special Inspections contractor.

7. Provide information necessary to adjust, move, or relocate existing utility structures affected by construction.

8. Maintain and restore if necessary existing permanent benchmarks, control points, and similar reference points if disturbed by contract work.

9. Provide field surveys of in-progress work.

10. Coordinate cutting and patching.

11. Coordinate protection of the Work.

12. Coordinate firestopping.

13. Coordinate completion of interrelated punch list items.

14. Coordinate approved substitutions with remainder of the work.

C. General: The work of Prime Contract includes coordination, preparation of general coordination drawings/diagrams, schedules, and control of site utilization; from the start of activity, through project close-out and warranty periods.

1.6 GENERAL REQUIREMENTS OF PRIME CONTRACTS

A. The work of the following Contracts: 1) consists of the work detailed by the specification sections indicated and shown on the drawings; 2) is not restricted by the division of drawings and specifications; 3) shall be based on the Preliminary Planning Schedule; 4) shall consist of providing all labor, materials, equipment, and whatever is necessary to complete the work in accordance with the specifications and applicable codes to the full satisfaction of the Owner and Architect, and; 5) shall be extensively coordinated with the work of all other Prime Contracts.

B. The Contracts are separate Prime Contracts that represent significant construction activities performed concurrently with, and closely coordinated with, construction activities performed on the Project under other Prime Contracts. The Prime Contracts include providing ALL the work indicated on the Drawings and specifications. The Scope of work for each Prime Contract shall be as indicated in this Section (01 11 00), subject to the interpretation of the Construction Manager, regardless of where the technical requirements are given within the Drawings and Specifications, or with respect to the organization of the Drawings and Specifications.

C. The Construction Manager has made a good faith effort to separate the work required under this project into various Prime Contracts. The Work described within each Prime Contract is a general representation of the requirements of that Contract and is not intended to be, nor can it be construed to be, an exhaustive and complete depiction of all Work required under that Prime Contract. The Summary of Prime Contracts is however, an expression of the intent of these Contract Documents and as such will be interpreted, by the Construction Manager, in accordance with that implied intent. All Contractors, by virtue of submitting a bid, recognize that the responsibility to provide all components for a complete and properly operating system is inherent within the intent of each Prime Contract and further agree that the judgment and

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interpretation of the Construction Manager and Architect shall be final and binding with respect to the Scope of Work for each Prime Contract.

D. DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS:

(Applicable to all Prime Contracts) – As indicated in TOC.

E. DIVISION 01 – GENERAL REQUIREMENTS:

(Applicable to all Prime Contracts) – As indicated in TOC.

1.7 SPECIFIC REQUIREMENTS FOR PRIME CONTRACTS

A. Prime Contract 1 – Sitework, Excavation and Site Demolition

1. Specifications:

a. Division 00 in its entirety

b. Division 01 in its entirety

c. Section 31 10 00 Site Clearing

d. Section 31 10 01 Soil Erosion and Sedimentation

e. Section 31 20 00 Earthwork

f. Section 31 20 40 Select Backfill

g. Section 31 50 00 Excavation Support and Protection

h. Section 32 12 16 Asphalt Paving

i. Section 32 13 13 Concrete Paving

j. Section 32 13 73 Concrete Paving Joint Sealants

k. Section 32 33 00 Site Furnishings

l. Section 32 91 15 Soil Preparation

m. Section 32 93 00 Plants

n. Section 33 41 00 Storm Piping and Structures

2. Scope of Work items include, but are not limited to, providing the following:

a. All labor, material, equipment, and supervision necessary to perform work in strict accordance with the contract documents and as further defined in this scope of work. The scope of work shall include General Conditions and all Division 00 & 01 Specification sections of the Contract Documents.

b. Compliance with schedule milestone dates included in Section 01 11 05 Time of Completion.

c. Prime contractor understands and includes all costs necessary to perform the work in accordance with said plans including but not limited to overtime and shift work.

d. Multiple mobilizations are expected and are to be included.

e. Prior to commencement of work, this contract shall obtain approval for E&S

Control plans from the local conservation district.

f. All erosion and sedimentation control including maintenance, silt fence, temporary swales, sediment traps, construction entrance with frost free hose bib, temporary seeding, inlet protection, and other work as required by the Project Erosion and Sedimentation Control plans, details, and narrative.

g. All E&S Controls including tire cleaning, temporary seeding, dust control, and weekly streets sweeping, shall be put into place prior to the commencement of work.

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h. E&S Controls shall be maintained for the entirety of the project until final inspections are completed by the local conservation district.

i. This package shall provide temporary water meter and temporary water to the site for all contractors until permanent water sources are established.

j. This contract shall include all temporary site fencing as per the Site Logistics Plan contained in these bid documents, for all phases of the project.

k. This contract shall include all street and sidewalk closure measures, signage and all necessary permitting, for the duration of the project, as per the Site Logistics Plan, approved by the City of Allentown Public Works Department. Any changes to these plans must be approved by both the CM and the COA Public Works Department.

l. This contract includes all site snow removal, including all streets and sidewalks within the project boundaries.

m. This contract includes the demolition and disposal of existing concrete walls, footings, stairs, plaza concrete, curbs, and sidewalks, as well as asphalt, per the demolition plans, including the cutting of sidewalks for tree wells and the installation of ADA devices.

n. This contract includes removal of handrails, to be salvaged per demolition plan note.

o. This contract shall determine the exact location of existing utilities prior to the commencement of work. Any damage caused by failure to locate or make safe existing utilities shall be the responsibility of this contract.

p. Provide minimum 48 hours notification prior to the interruption of any existing utility for review and approval by the CM and Owner. If temporary utilities are required during the interruption, they shall be provided by this contract.

q. This contract shall provide and install all site utilities and connections to within 5’ of the foundation. Utility installation shall include proper underground marking and backfill, as required by the specifications.

r. This contract shall provide all underground stormwater systems, up to and including the downspout adapter to maintain a closed rainwater collection system. This contract shall coordinate with the contractor responsible for building rainwater system installation for connection to downspout.

s. This contract is responsible for all earth retention, shoring & underpinning of all existing structures.

t. This contract shall submit signed and sealed temporary sheeting and shoring system plans, designed to support existing structures by a licensed professional engineer, to the engineer of record for approval prior to the commencement of work.

u. This contract shall provide engineering layout and survey for this scope of work from control points provided by the civil engineer.

v. Coordinate with the Special Inspections Contract for field testing and inspections.

w. This contract is responsible for the building excavation and concrete preparation for all work shown on structural documents. This includes the removal of all waste spoils from the site.

x. Site concrete work including curbing, sidewalks, dumpster pad, equipment pads, concrete pads, corrugated concrete pavement at entrance and concrete bumper blocks. All concrete outside of the building perimeter is the responsibility of this contract.

y. This contract is responsible for the excavation and concrete preparations for all external equipment pads.

z. All footings are to be formed and not poured bank to bank. This contractor should assume over-excavating footing width by 18” in each direction to allow room for formwork to be installed.

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aa. Dewatering of footings during excavation is by this contract. After excavation is turned over, dewatering is the responsibility of BP-3 Structural Concrete.

Coordinate with CM and BP-3 Structural Concrete prior to excavation.

Excavations are turned over only after approval of bearing by special inspection contractor inspector.

bb. This contract shall report any nonconforming materials or conditions to the Civil Engineer for review prior to correction or remediation.

cc. Stone under concrete to be provided by this contract. This includes final grading and preparation of stone for concrete. Vapor barrier by others.

dd. Coordinate depressed slab locations with BP-3 Structural Concrete. Layout of depressed slabs by BP-3 Structural Concrete.

ee. This contract includes excavation and preparation for all masonry retaining walls.

ff. This contract shall include all necessary demolition of asphalt as shown on the plans or as required for utility work. Installation and repair of asphalt shall also be provided by this contract.

gg. This contract shall include all landscaping, as per the Civil and Landscape Architecture plans. (C, CD & LA), including, but not limited to all vegetative plantings, planters, exposed aggregate walkways, bike racks & trash receptacles.

hh. This contract shall coordinate with the electrical contractor for the installation of permanent site and landscape lighting.

ii. This contract includes the installation of all bollards – Metal Pipe for bollards shall be provided by BP-17 Misc. Metals

jj. Upon completion of all earth disturbance activities, this contract shall contact the local conservation district to arrange final inspection. Final inspection approval documentation shall be provided to the CM and owner for their records.

kk. Installation of rigid insulation on foundation wall prior to backfill. Vapor barrier by others.

ll. This bid will be deemed incomplete if all applicable labor rates, unit costs, allowances, and alternates are not included on the bid form when bid is submitted.

3.Scope of Work items not included:

a. The work of other prime contracts.

4. Labor Rates

a. Provide contract labor rates for work performed under this bid package on a time and material basis. Rates shall include all applicable taxes, benefits, overhead and profit.

B. Prime Contract 2 – Abatement and Selective Demolition

1.Specifications:

b. Division 01 in its entirety

c. Section 02 09 00 Summary of work-Asbestos Abatement

d. Section 02 09 01 Definitions and Standards

e. Section 02 09 02 Codes and Regulations

f. Section 02 09 03 Abatement Air Monitoring

g. Section 02 09 04 Differential Pressure and Air Circulation

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h. Section 02 09 05 Temporary Enclosures

i. Section 02 09 06 Regulated Areas

j. Section 02 09 07 Entry into Controlled Areas

k. Section 02 09 08 Worker Protection

l. Section 02 09 09 Worker Protection – Repair and Maintenance

m. Section 02 09 10 Respiratory Protection

n. Section 02 09 11 Decontamination Units

o. Section 02 09 12 Materials and Equipment

p. Section 02 09 13 Project Decontamination

q. Section 02 09 14 Cleaning and Contamination Procedures

r. Section 02 09 15 Work Area Clearance

s. Section 02 09 16 Abatement Procedures- Minor

t. Section 02 09 17 Abatement Procedures – General

u. Section 02 09 18 Disposal of Regulated Asbestos-Containing Waste

v. Section 02 41 16 Site Demolition

w. Section 02 41 16.50 Structure Demolition

x. Section 02 41 19 Selective Demolition

a. This contract includes removal of the existing pedestrian bridge to foundations. Schedule duration of the removal activities must be coordinated with Allentown Parking Authority.

b. Contract includes selective demolition of existing building facades as per demolition drawings.

c. This contract shall provide all openings at existing foundations.

d. The Demolition of mechanical, electrical, plumbing, fire alarm, and low voltage system shall be provided as follows: MEP contractors are responsible to make safe and mark all equipment ready for demolition, MEP contractors shall, make safe, cut, cap, & drop piping/conduit to floor. This contractor is responsible to remove to dumpster provided by this contract. The exception shall be for piping which requires asbestos insulation abatement, in which case the pipe insulation shall be abated prior to the MEP contractors cutting and capping activities.

e. This package shall conduct daily surveys to verify all utilities marked by the MEP trades for demolition have been de-energized.

f. Demolition of the storefront, the drive-through and transfer windows on college street are included in this package.

g. This package includes all interior selective demolitions as per demolition plans.

h. Provide all temporary shoring necessary due to demolition activities until new framing, lintels, etc. are installed by others.

i. This package includes demolition of slabs per demolition plans.

j. This package includes existing railing demolition note 30, ONLY in the existing sallyport location. All other demolition plan note 30 locations for railing removal shall be by the Misc.

Metals package.

k. This package includes all remediation of hazardous materials as per hazardous materials surveys, plans and specifications.

l. Dispose of demolition waste in EPA-approved landfill; do not burn demolished materials.

m. Supply site dumpster for demo waste. Location of dumpsters to be coordinated with AHB

n. Neatly cut openings and holes; avoid damage to finished surfaces; cover openings to remain.

o. In general, all structures onsite as identified on the demolition plans and site logistics plans are to be abated of hazardous materials, as indicated in the plans.

p. Due to the critical nature of this work, this contractor must submit a detailed abatement plan indicating the means and methods to ensure all abatement can be completed in a safe manner.

The plan should include at a minimum;

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i. The person responsible in charge of developing, implementing and maintaining the protocol

ii. A clear representation of when a surface has been fully abated and is no longer hazardous to the work of other subcontractors.

iii. The means and methods of each person prior to cutting that they have final responsibility to verify that the component is actually de-energized. i.e. current tester

iv. A mandatory meeting each morning with the abatement employees to go over the scope and areas of work for the day. Walkthroughs as needed to review components marked for abatement that day.

q. Provide all environmental abatement in compliance with Hazardous Material Survey included in bid documents.

r. Environmental Abatement must be performed by a certified Environmental Abatement contractor and must be completed in areas prior to commencing future demolition or renovations. This contract shall coordinate with BP-11 Special Inspections contractor for all air sampling and reporting.

s. This contractor must provide the reclamation sites they have included in their bid. The contractor must provide a reconciled list of all bills of laden, manifest, sales and logs. The logs must be included in the monthly report that is part of the monthly invoices. Those invoices must be compiled and submitted to Alvin H Butz for approval prior to submission to the owner.

t. Contractor responsible for DEP / EPA Demolition Notification including fees.

u. Subcontractor understands and includes all costs necessary to perform the work in accordance with said plans including, but not limited to overtime, shift work.

v. This work includes all abatement as shown on ASB.00, ASB.01 & ASB.02, as well as all including ceiling plaster, floor tile, mastic, caulking on storefronts and on MUD fittings and tar foil wrap above the ceiling of the electrical room, as well as pipe wrap and insulation that may be presumed present inside walls and above ceilings.

w. All work to excavate, test, clean, empty, remove, backfill, and restore areas of Underground Storage Tanks and their remaining products for disposal at a licensed waste facility.

x. This contract should also include a closure report provided to the Owner and Construction Manager once work is complete.

3. Scope of Work items not included:

a. Openings at roof.

b. Reclamation of refrigerants.

c. Deenergizing, cut and cap of all existing utilities.

d. Demolition of existing elevator components

b. Provide contract labor rates for work performed under this bid package on a

C. Prime Contract 3 – Concrete

a. Division 00 in its entirety

b. Division 01 in its entirety

c. 03 20 00 Concrete Reinforcing

d. 03 30 00 Cast-In-Place Concrete

e. 03 30 02 Cast-In-Place Concrete For Utilities

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a. All labor, material, equipment, and supervision necessary to perform work in strict accordance with the contract documents, and as further defined in this scope of work. The scope of work shall include the General and Supplementary Conditions and all Division 1 Specification sections of the Contract Documents.

b. Compliance with schedule milestone dates included in Section 01 11 05 Time of Completion.

c. Subcontractor understands and includes all costs necessary to perform the work in accordance with said plans including, but not limited to overtime and shift work.

d. Multiple mobilizations are expected and are to be included.

e. Cleaning of tires and equipment prior to leaving site. This includes delivery drivers. Water source provided by others.

f. Reinforcing contained within or originating in work performed under this bid package.

g. Miscellaneous accessories required for a complete concrete package.

h. Install anchor bolts and leveling plates. Anchor bolts and leveling plates will be furnished by others.

i. Perimeter insulation. Coordinate with waterproofing or dampproofing details to avoid duplication. If required as a protection layer for the waterproofing, it should be by the waterproofer.

j. Vapor barrier under slabs-on-grade.

k. Block-outs for the installation of expansion joints. The expansion joints will be furnished and installed by others.

l. An independent survey performed by a professional surveyor registered in the

State of Pennsylvania of all anchor bolts to verify elevation and location in sufficient time prior to steel erection.

m. Coordinate with the Special Inspections Contractor for field testing and inspections.

n. Protection of underground utility stub-ups.

o. Dewatering of all work under this subcontract.

p. Temporary OSHA compliant toe boards around the building perimeter and at interior shaft and chase locations.

q. Tube & post knuckle temporary stair system at one location determined by

Construction Manager until permanent stairs are in place. Include four (4) months rental.

r. Rebar caps in accordance with OSHA regulations.

s. Coordinate and notify the Construction Manager (CM), in writing, of pour schedules so that other Contractors can furnish and verify layout of embedded items. Provide an approved Concrete Placement Form, available from the CM, for all concrete pours.

t. Prior to construction, provide a plan indicating construction, control and isolation joints in 1/8” = 1’-0” scale for slabs on grade and slabs on deck for approval by the Construction Manager.

u. Coordinate elevator pit wall construction and layout with elevator subcontractor.

v. Wash down area for material delivery trucks for work under this section. Upon completion of work or as directed by the Construction Manager, remove any remaining debris from site.

a. The work of other prime contracts

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b. Concrete work outside the building perimeter (sidewalk, curbs, etc. by Sitework Contractor)

c. Equipment and Housekeeping Pads

4. Labor Rates

c. Provide contract labor rates for work performed under this bid package on a

D. Prime Contract 4 – Masonry

b. Division 01 in its entirety

c. Section 04 01 10 Masonry Cleaning

d. Section 04 01 20 Brick Masonry Reporting

e. Section 04 20 00 Unit Masonry

f. Section 04 22 00 Concrete Unit Masonry

g. Section 04 27 00 Thin Stone Veneer

h. Section 04 42 00 Exterior Stone Cladding

i. Section 04 27 00 Exterior Granite Cladding

j. Section 07 42 43 Slate Wall Panels accordance with the contract documents and as further defined in this scope of work. The scope of work shall include the General and Supplementary Conditions and all Division 1 Specification sections of the Contract Documents

b. Compliance with schedule milestone dates included in Section 01 11 05 Time of Completion.

c. Multiple mobilizations are expected and to be included.

d. Provide and install limestone cladding and limestone capping systems.

e. Provide and install slate cladding and capping.

f. Provide and install brick infill at demolished exterior openings

g. Expansion joints where required.

h. CMU partitions, including all mortar, lintels, and accessories.

i. Grouting and reinforcing contained within CMU partitions.

j. Grout door frames in CMU partitions.

k. Install bearing plates and embeds contained within CMU partitions. Bearing plates will be furnished by others.

l. Coordinate with the Special Inspection Contractor for field testing and inspections.

m. Provide wet saw cut masonry to fit around concrete, ducts and other items or structure set ahead of masonry (Note: breaking or dry cutting masonry in lieu of wet saw cutting is a known safety hazard and will not be acceptable anywhere on the Project site).

n. Coordinate lintel, stair and elevator shaft construction with Misc. Metal Contractor and Elevator Contractor.

o. It is understood that the work of this contract may take place during the fall/winter months. This contractor shall be responsible for all costs and provisions associated with cold-weather requirements for masonry construction.

SUMMARY OF WORK 00 82 00 - 14

p. All steel reinforcement as indicated on plans.

q. Grouting of HM frames.

r. Provide final washdown and cleanup prior to demobilization.

a. Provide contract labor rates for work performed under this bid package on a time and material basis. Rates shall include all applicable taxes, benefits, overhead and profit.

E. Prime Contract 5 –Structural Steel

a. Division 00 in its entirety

b. Division 01 in its entirety

c. Section 05 12 00 Structural Steet Framing

d. Section 05 31 00 Steel Decking

a. All labor, material, equipment, and supervision necessary to perform work in strict accordance with the contract documents and as further defined in this scope of work. The scope of work shall include General Conditions and all Division 00 & 01 Specification sections of the Contract Documents.

b. Compliance with schedule milestone dates included in Section 01 11 05 Time of Completion.

c. Multiple mobilizations are expected and are to be included.

d. The Structural Steel Bid Package includes the furnishing, fabrication, delivery, erection, and installation of all structural steel elements required for the project, complete and coordinated, as indicated on the Contract Drawings.

e. Provide all structural steel framing, including beams, columns, braces, and miscellaneous steel members required to complete the structural systems.

f. Provide and install steel joists, steel decking, and metal fabrications as indicated on the Structural Drawings.

g. Furnish anchor bolts and anchor bolt templates for work within this contract.

h. Provide all embedded items required for the setting of structural steel;

installation of embeds by others.

i. All structural steel to be primed, painted, or galvanized as indicated on the

Drawings.

j. Provide layouts for all embeds and coordinate installation with other prime contractors.

k. Provide all labor, materials, equipment, supervision, shop drawings, and delegated design services required to perform the work in strict accordance with the Contract Documents.

l. Perform field verification of existing dimensions, grades, and elevations as required prior to fabrication and erection.

m. Coordinate steel erection sequencing with the Construction Manager and other trades.

n. All framing for floor openings as indicated on drawings.

o. All roof framing supports as indicated on drawings.

SUMMARY OF WORK 00 82 00 - 15

p. Contractor will be required to protect existing exterior facade, windows, etc.

that remain during erection / detailing of connections to existing building.

q. OSHA approved safety railing 1) at the outside perimeter of the second, third and fourth floors and 2) at all floors, roof penetrations and roof perimeter.

Roof perimeter safety railings shall be installed inside the roof perimeter, clear of the façade to facilitate installation of parapet walls. Safety railings, top and mid rail, shall be installed with turnbuckles. Top edge height of top rails to be 42” above the finished floor height. Toe boards will be provided by Concrete Contract. Maintain all temporary protection provisions while mobilized on site. Safety railings shall be removed by others, bundled and brought to grade for pickup and removal by this Contractor.

r. Provide and install a beam clamp at each corral (1 per floor) for tie-off use by all trades.

s. An independent survey performed by a professional surveyor registered in the State of Pennsylvania of all perimeter steel columns to verify plumb and straightness. Survey to be performed on each erection sequence and prior to installation of metal deck.

t. Provisions for the safe and legal transportation and operation of cranes and other erection equipment.

a. The work of other prime contracts.

b. Miscellaneous Metals – See Prime Contract 17 Scope of Work

c. Installation of anchor bolts and leveling plates

d. Removal of façade and/or roof for steel tie-ins at building connections

4. Provide contract labor rates for work performed under this bid package on a time and material basis. Rates shall include all applicable taxes, benefits, overhead and profit.

F. Prime Contract 6 – Carpentry & General Trades

b. Division 01 in its entirety

c. Section 05 40 00 Cold Formed Metal Framing

d. Section 06 10 53 Miscellaneous Rough Carpentry

e. Section 06 16 00 Sheathing

f. Section 06 40 23 Interior Architectural Woodwork

g. Section 07 05 43 Rain Screen Attachment Systems

h. Section 07 42 13 Metal Composite Material Wall Panels

i. Section07 81 01 Spray Fire Resistive Materials

j. Section 07 84 46 Fire-Resistive joint Systems

k. Section 07 84 13 Penetration Firestopping

l. Section 07 92 00 Joint Sealants

m. Section 07 95 00 Expansion Control

n. Section 08 31 00 Access Doors and Panels

o. Section 08 90 00 Architectural Louvers

p. Section 09 21 16.23 Shaftwall System

q. Section 09 22 16 Non-Structural Metal Framing

SUMMARY OF WORK 00 82 00 - 16

r. Section 09 24 00 Cement Plastering

s. Section 09 29 00 Gypsum Board

t. Section 09 50 00 Acoustical Ceilings

u. Section 09 54 00 Special Ceilings – ACT 04

v. Section 09 54 23 Metal Torsion Spring Ceiling MPC-03

w. Section 09 57 53 Security Metal Ceilings MPC-01

x. Section 09 72 00 Flexible Wall Protection

y. Section 09 72 20 Hygenic Wall Coverings FRP-01

z. Section 09 83 19 Sound Absorbing Wall Units AWP-01

aa. Section 10 26 00 Stainless Steel Corner Guards

bb. Section 10 26 23 Fiberglass Reinforced Panels FRP-03

cc. Section 11 97 00 Security Metal Ceilings

dd. Section 12 25 13 Window Rolller Shades accordance with the contract documents and as further defined in this scope of work.

The scope of work shall include the General and Supplementary Conditions and all Division 1 Specification sections of the Contract Documents

b. Compliance with schedule milestone dates included in Section 01 11 05 Time of Completion.

c. Multiple mobilizations are expected and are to be included.

d. Provide temporary fire extinguishers (2 per floor) for general safety use for the duration of the project. Any trade doing hot work shall provide their own fire extinguishers at the location of the hot work as per OSHA requirements.

e. Provide dumpster services for all non-hazardous construction debris (except for roofing and masonry) for the duration of the project. Provide appropriate number of palletized rolling mini-dumpsters on each floor, to facilitate construction debris removal for all trades throughout the construction and renovation activities.

f. Provide and install a safety corral with gate on each floor of the building addition, at a location assigned by the CM, to allow for safe material loading from lifts onto each floor. Provide a retractable lanyard at each corral for use by all contracts. (Beam Clamp by Structural Steel Contractor)

g. Provide temporary weather protection/full enclosure for new structure once steel has been erected and concrete decking has been poured. Maintain temporary weather protection until building envelope can be completed.

h. Provide and install temporary scaffold stairs (from ground level to roof level) once the decks have been poured, in a location assigned by the CM, and remove temporary scaffold stairs as the building enclosure is complete.

i. Provide all temporary partition walls in accordance with the Temporary Protection Plan included in these Bid Documents to maintain a safe separation between construction activities and occupied areas. All partitions between occupied areas and areas with unsecured building envelope must be constructed of plywood for added security.

j. Provide temporary partition with safety signage inside the Allentown Parking Authority Parking Garage where the existing pedestrian bridge will be demolished, to prevent access and to provide safety for APA parkers.

k. Provide all rough carpentry, including wood framing, blocking, backing, sheathing, and supports required for the work of this and all other bid packages.

l. Provide finish carpentry, including trims, accessories, and architectural wood components where indicated.

SUMMARY OF WORK 00 82 00 - 17

m. Provide and install interior framing systems, including walls, parapets, soffits, fascias, and related assemblies.

n. Install joint sealants and firestopping where integral to the work of this bid package, unless specifically noted otherwise.

o. Coordinate and install through‑wall sleeves and rough openings; sleeves furnished by others.

p. Provide and install louvers, vents, and miscellaneous carpentry‑related components.

q. Install all access panels provided by other trades for hard ceilings.

r. Provide and install batt insulation where indicated on plans within this division work.

s. Provide and Install all Gypsum board assemblies and accessories. This includes walls, soffits, bulkheads, ceilings, etc.

t. Patching of all walls and ceilings to remain after demolition.

u. Suspended acoustical ceilings and accessories. This includes all specialty ACT ceilings, seismic requirements and associated trims.

v. Provide (4) tie-wires fastened to structure above each light fixture. Attachment of wires to fixture by PC-27 Electrical.

w. Fire-stopping of rated walls where indicated on plans. Firestopping of penetrations by others.

x. Joint sealants where coming into contact with work of this bid package unless specifically noted by others.

y. Provide and install acoustic sealant where applicable.

z. Provide and install smoke seal system at intersections of floors and glazing.

aa. Support coordination of specialty installations, including furniture, AV, casework, and

MEP interfaces.

bb. Coordinate and install through wall sleeves, provided by others.

cc. Inspection and cleaning of all framed partition bottom tracks, headers, etc. to ensure all debris, moisture, trash, and dust is removed from this channel prior to closing in.

dd. Provide and install all Roof & Interior blocking. Coordinate installation with casework and food service contractors.

ee. Installation of toilet partitions where indicated on plans (supplied by others).

ff. Toilet room accessories and mirrors where indicated on plans.

gg. Install all fire extinguisher cabinets and fire extinguishers (supplied by others).

hh. Install all interior & exterior signage (supplied by others).

ii. Install all lockers and accessories (supplied by others).

jj. Install locker room benches (supplied by others).

kk. Coordination with suppliers and electrical contractor for the installation of furnishings, equipment or accessories by others shall be included.

ll. Provide and install motorized shades and non-motorized shades.

mm. Unloading, stocking, inventory, and installation of all frames and doors.

Coordinate installation of frames requiring power with electrical contractor.

Immediately report any errors and/or missing parts or pieces to the CM.

nn. Unloading, stocking, inventory and installation of all casework. Coordinate installation of casework with plumbing contractor. Immediately report any errors and/or missing parts or pieces to the CM.

oo. Provide and install Cubical Track & Curtains.

pp. Provide and install FRP where indicated on plans. This includes all associated trims.

qq. Provide and install Rain Screen System.

rr. Provide and install Aluminum Composite Metal Panels and Soffits.

ss. Provide and install exterior cement plaster substrate system

SUMMARY OF WORK 00 82 00 - 18

G. Prime Contract 7 –Waterproofing & Roofing

b. Division 01 in its entirety

c. Section 07 10 00 Damproofing and Waterproofing

d. Section 07 13 26 Self-Adhering Sheet Waterproofing

e. Section 07 21 00 Thermal Insulation

f. Section 07 25 11 Weather Barriers

g. Section 07 26 16 Under Slab Vapor Barrier

h. Section 07 27 26 Fluid-Applied Membrane Air Vapor Barrier

i. Section 07 52 00 Cold-Process Built-Up Roofing (Limited Scope Tie-In)

j. Section 07 53 00 Thermoset Single-Ply Roofing

k. Section 07 62 00 Sheet Metal Flashing and Trim

l. Section 07 72 00 Roof Specialties work. The scope of work shall include the General and Supplementary Conditions and all Division 1 Specification sections of the Contract Documents

b. Compliance with schedule milestone dates included in Section 01 11 05 Time of Completion.

c. Multiple mobilizations are expected and to be included.

d. This contract shall provide the necessary roof penetrations in the existing roof to facilitate the new steel tie-in to the existing building. Permanent flashing of the new steel installation shall also be provided by this contract in adherence to maintain any existing roof warranty.

e. This contract includes all sheet metal flashing and trim.

f. This contract includes metal gutter and downspouts

g. This contract includes furnishing and installation of all roof hatches, railing systems, roof ladders and gates and roof walkway pads.

h. Tapered Insulation roof crickets and roof curbs shall be installed at all rooftop penetrations. coordinate the installation and flashing of roof drain system with plumbing contractor to ensure watertight, leakproof installation.

i. Closely coordinate the installation and flashing of roof with Glazing contractor to ensure watertight and leakproof installation at Skylights.

j. Expansion joints where required.

k. All damp-proofing, waterproofing and/or vapor barrier as indicated on plans

l. Coordinate roof drain / overflow…