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AWWTP South Train Screenings Improvements Table of Contents Lancaster, Pennsylvania 00010 - 1

Bid Submittal

TABLE OF CONTENTS

SPECIFICATIONS GROUP

DIVISION 1 - GENERAL REQUIREMENTS

01110 SUMMARY

01120 MULTIPLE CONTRACT SUMMARY

01221 PRICE AND PAYMENT

01250 SUBSTITUTION PROCEDURES

01290 PAYMENT PROCEDURES

01330 SUBMITTAL PROCEDURES

01400 QUALITY REQUIREMENTS

01420 REFERENCES

01500 TEMPORARY FACILITIES AND CONTROLS

01600 PRODUCT REQUIREMENTS

01730 EXECUTION

01770 CLOSEOUT PROCEDURES

01782 OPERATION AND MAINTENANCE DATA

01783 PROJECT RECORD DOCUMENTS

01790 DEMONSTRATION AND TRAINING

DIVISION 2 - EXISTING CONDITIONS

02200 EARTHWORK

02221 TRENCHING AND BACKFILLING

02222 SELECTIVE DEMOLITION

02659 TEMPORARY BYPASS PUMPING SYSTEMS

02930 LOAMING AND SEEDING

DIVISION 3 - CONCRETE

03015 MODIFICATIONS TO EXISTING CONCRETE

03303 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03600 GROUTING

DIVISION 5 - METALS

05051 POST-INSTALLED ANCHORS AND REINFORCING BARS

05500 METAL FABRICATIONS

05531 BAR GRATINGS

DIVISION 11 - EQUIPMENT

11286 STAINLESS STEEL SLIDE GATES

11289 ACTUATORS FOR PROCESS VALVES AND GATES

11293 BALL VALVES

11296 GLOBE VALVES

11311 PRESSURE-REGULATING VALVES

11331 MULTI-RAKE BAR SCREENS

11337 SCREENINGS WASHING AND COMPACTING EQUIPMENT

AWWTP South Train Screenings Improvements Table of Contents Lancaster, Pennsylvania 00010 - 2 Bid Submittal

DIVISION 13 - SPECIAL CONSTRUCTION

13305 IDENTIFICATION FOR WATER AND WASTEWATER EQUIPMENT

13340 INSTRUMENTATION FOR PROCESS SYSTEMS

13610 PROCESS CONTROL AND ENTERPRISE MANAGEMENT SYSTEMS

GENERAL PROVISIONS

13612 PROCESS CONTROL SYSTEM TESTING

13613 PROCESS CONTROL SYSTEM TRAINING

13614 PROCESS CONTROL DESCRIPTIONS

13628 OPERATOR INTERFACE TERMINALS

13631 PROGRAMMABLE LOGIC CONTROLLERS

13675 INDUSTRIAL ENCLOSURES

13678 PANEL WIRING

13679 CONTROL PANEL MOUNTED UPS

13684 CONFIGURATION OF HMI SOFTWARE

13685 CONFIGURATION OF CONTROLLER SOFTWARE

13709 VARIABLE AREA FLOW METERS

13722 RADAR LEVEL METERS

13792 INDICATING LIGHTS

13793 SWITCHES AND PUSH BUTTONS

13798 RELAYS

DIVISION 15 - MECHANICAL

15062 COUPLINGS, ADAPTERS, AND SPECIALS FOR PROCESS PIPING

15065 HANGERS AND SUPPORTS FOR PROCESS PIPING

15075 IDENTIFICATION FOR PROCESS PIPING

15103 DUCTILE IRON PROCESS PIPE

15105 LOW-VOLTAGE MOTOR REQUIREMENTS FOR PROCESS EQUIPMENT

15106 THERMOPLASTIC PROCESS PIPE

15108 COMMON REQUIREMENTS FOR PROCESS VALVES

15117 SOLENOID VALVES FOR PROCESS SERVICE

DIVISION 16 - ELECTRICAL

16050 LIMITED ELECTRICAL FOR SMALL PROJECTS

16923 VARIABLE-FREQUENCY MOTOR CONTROLLERS

END OF SECTION 00010

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AWWTP South Train Screenings Improvements Summary Lancaster, Pennsylvania 01110 - 1

Bid Submittal

SECTION 01110 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work performed by Owner.

5. Multiple Work Packages.

6. Work under Owner’s separate contracts.

7. Contractor’s use of site and premises.

8. Coordination with occupants.

9. Work restrictions.

10. Specification and Drawing conventions.

11. Miscellaneous provisions.

B. Related Requirements:

1. Section 01500 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Section 01730 “Execution” for coordination of Owner-installed products.

1.3 DEFINITIONS

A. Work Package: A group of specifications, drawings, and schedules prepared by the design team to describe a portion of the Project Work for pricing, permitting, and construction.

1.4 PROJECT INFORMATION

A. Project Identification: Contract No. 2025-19 – AWWTP South Train Screenings Improvements.

1. Project Location: 1220 New Danville Pike, Lancaster, PA 17603

B. Owner: City of Lancaster Department of Public Works, 1220 New Danville Pike, Lancaster, PA

1. Owner's Representative: Bryan Harner, Project Manager, (717) 989-3638 bharner@cityoflancasterpa.gov.

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C. Engineer: CDM Smith, 717-560-7500, 280 Granite Run Dr, Suite 160, Lancaster, PA 17601

1. Engineer's Representative: Adam Minichelli, Project Manager, (215) 239-6446, minichelliat@cdmsmith.com

D. Project Coordinator for Multiple Contracts: General Contractor shall serve as Project coordinator.

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:

1. Contract No. 2025-19-01 – General Construction. Work includes General Conditions and Requirements as specified in Divisions 1-15 and as shown on the drawings and all work not covered by Contract 2025-19-2 including selective building demolition, equipment demolition, utility demolition and relocation, concrete work, equipment installation, temporary bypass pumping, equipment controls and other Work indicated in the Contract Documents.

2. Contract No. 2025-19-02 – Electrical Construction. Work includes General Conditions and Requirements as specified in Division 1 and all work specified in Division 16, as shown on the Electrical Drawings, and including installation of new branch circuits, all panelboards, connections to equipment and other Work indicated in the Contract Documents.

B. Type of Contract:

1. Project will be constructed under coordinated, concurrent multiple contracts. See Section 01120 "Multiple Contract Summary" for a list of multiple contracts, a description of work included under each of the multiple contracts, and the responsibilities of Project coordinator.

1.6 WORK SEQUENCE

A. Critical Elements for Maintenance of Treatment Plant Operations (MOPO):

1. The Lancaster Advanced Wastewater Treatment Plant (AWWTP) is operated 24 hours a day, seven days a week. The existing facility will be maintained in continuous operation by the Owner at all times during the entire construction period. The Contractor shall schedule and conduct their work such that it will not impede any part of the treatment process, create potential hazards to operating equipment and/or personnel, reduce the quality of the plant finished water, or cause treatment process upsets. It shall be the Contractor’s responsibility to ensure complete compatibility with the facility operations in their working schedules and sequenced construction activities.

2. The existing South Train Screen House receives flow from the Maple Grove Interceptor and Main Pump Station. These flows must be redirected downstream of the South Train

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Screen House to allow for work in the dry for concrete work in the South Train Screen House screen channels.

3. All wastewater entering the grit channel downstream of the South Train Screen House must be passed through a bar screen with maximum 1-1/4-inch openings to protect down-stream equipment.

4. The existing Parkson AquaGuard mechanical screen in the South Train Screen House is assumed to be incapable of handling the peak flow to the South Train Screen House without the use of Screen Channel No. 2 with manual screen. Screen Channel No. 2 is capable of handling the peak flow alone.

5. The AWWTP experiences highly variable flows due to combined sewer flow. Bypassing of the South Train Screen House should be planned during dry periods to the extent pos-sible to minimize the quantity of flow necessary to convey.

6. The AWWTP SCADA system must be continuously in operation.

7. Flow from the Main Pump Station must be metered and metering signal provided to the local area PLC.

B. Sequence of Construction – General

1. In order to maintain continuous plant operations during construction, a phased construction sequence shall be required. Specific constraints and steps are outlined and are intended to suggest a sequence for specific activities. This sequence shall be coordinated with the Owner and the Engineer and submitted for approval.

2. The detailed sequence of construction shall be based upon the schedule submitted by the and approved by the Engineer as specified above. However, as a guide for bidders in the preparation of their bid and schedule, a suggested sequence of construction is described below for specific portions of the work. The suggested sequence of construction is intended to minimize time in which bypass pumping is required. The Contractor may alter the sequence as approved by the Engineer, providing plant operations are maintained.

3. The order of construction shall be subject to the approval of the Engineer; such approval or direction, however, shall in no way relieve the Subcontractors’ responsibility to perform the work in strict accordance with the Contract Documents. The construction plans and specifications have been developed to minimize the construction impacts on the operation of the AWWTP. The Subcontractors shall note the requirements of this Section with regard to the operation of the facility and the phasing of construction when developing their work sequence. The Contractor’s work sequence must be specifically detailed in the required schedule.

4. The following work sequence provides for completing the construction of the project within the requirements of the Owner’s plant operation and schedule limitations. It does not intend to cover any sequences necessitated by the actual construction methods. This is a partial outline only. Portions of the work not specifically itemized must be scheduled by the Contractor in accordance with the requirements of the approved construction sequence. The Contractor is required to account for all details in formulating their own complete plan for implementation of the project.

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5. Some of the tasks below may overlap one another in performance of the work. Numerical and alphabetical identification of the tasks does not necessarily conform with actual order of construction. Some tasks may be able to be performed in parallel.

6. Preliminary Sequence of Construction:

a. Install the 24” tap, plug valve, and standpipe on the Main Force Main Meter Pit bypass as shown on Civil drawings. Coordination with Owner and Engineer is required if temporary shutdown of Main PS pumps is necessary.

b. Install piping to direct flow from the Main Force Main to the grit channel just downstream of the South Train Screen House.

c. Install the temporary manual bar screen in the grit channel upstream of the vortex grit removal system as shown on the Civil drawings.

d. Isolate, dewater, and clean interior surfaces of Screen Channel No. 1 in the South Train Screen House, conveying flow to Screen Channel No. 2 with a manually raked bar screen. Remove the existing mechanical screen and belt conveyor in Screen Channel No. 1.

e. Install bypass pumping for the Maple Grove Interceptor flow by plugging the effluent pipe and pumping from the manhole upstream of the South Train Screen House to the grit channel downstream of South Train Screen House and upstream of the temporary manual bar screen.

f. Direct flow to the 24” bypass of the Main Force Main meter pit and open the plug valve to the standpipe.

g. Temporarily shut down the South Train Screen House grit washer and install new overflow piping downstream of the screen channels as shown on the Mechanical Drawings.

h. Isolate, dewater, and clean interior surfaces of the South Train Screen House channels.

i. Install all screen channel concrete modifications and slide gates.

j. Adjust slide gates to isolate Screen Channel No. 1. Remove bypass system, keeping temporary manual bar screen in place and returning flow to Screen Channel No. 2.

k. Install mechanical bar screen, washer compactor, and all electrical and automation components for the mechanical bar screen and washer compactor in Screen Channel No. 1. Perform system startup and acceptance testing.

l. Isolate, dewater, and clean interior surfaces of Screen Channel No. 2, directing flow to the new mechanical bar screen in Screen Channel No. 1.

m. Install new mechanical bar screen, washer compactor, and concrete modifications in Screen Channel No. 2, including all electrical and automation components.

Perform system startup and acceptance testing.

n. Conduct performance testing of all systems and components, making any adjustments necessary.

o. Perform all final site cleanup and closeout requirements.

1.7 WORK UNDER OWNER’S SEPARATE CONTRACTS

A. Work with Separate Contractors: Cooperate fully with Owner’s separate contractors, so work on those contracts may be carried out smoothly, without interfering with or delaying Work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under Owner’s separate contracts.

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1.8 CONTRACTOR’S USE OF SITE AND PREMISES

A. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits on Use of Site: Confine construction operations to area around South Train Screen House as directed by AWWTP operations staff to minimize disruption of normal operations.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or for storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.9 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy Project site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

1.10 WORK RESTRICTIONS

A. Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to between 6:30 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction.

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C. On-Site Work Day restrictions: Do not perform work resulting in utility shutdowns on-site during work black-out days.

D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging for temporary utility services according to requirements indicated:

1. Notify Engineer and Owner not less than two days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

E. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than two days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

F. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances on Owner’s property is not permitted.

G. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

H. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.11 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.

3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.

4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

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C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01110

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AWWTP South Train Screenings Improvements Multiple Contract Summary Lancaster, Pennsylvania 01120 - 1 Bid Submittal

SECTION 01120 - MULTIPLE CONTRACT SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes a summary of each contract, including responsibilities for coordination and temporary facilities and controls.

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

C. Related Requirements:

1. Section 01100 "Summary" for the Work covered by the Contract Documents, restrictions on use of Project site, coordination with occupants, and work restrictions.

1.3 PROJECT COORDINATOR

A. General Construction Contract shall be responsible for coordination with the Electrical Contract.

1.4 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. Coordinate product selections for compatibility.

4. Provide overall coordination of temporary facilities and controls.

5. Coordinate, schedule, and approve interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services.

6. Coordinate construction and operations of the Work with work performed by each

Contract.

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

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

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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 in coordination with Owner. Base schedule on preliminary construction schedule.

Secure time commitments for performing critical construction activities from contractors. Show activities of each contract on a separate sheet. Prepare a simplified summary sheet indicating combined construction activities of contracts.

1) Submit schedules for approval.

2) Distribute copies of approved schedules to contractors.

9. Provide quality-assurance and quality-control services specified in Section 01400 "Quality Requirements."

10. Coordinate sequence of activities to accommodate tests and inspections, and coordinate schedule of tests and inspections.

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

12. Provide progress cleaning of common areas and coordinate progress cleaning of areas or pieces of equipment where more than one contractor has worked.

13. Coordinate cutting and patching.

14. Coordinate protection of the Work.

15. Coordinate firestopping.

16. Coordinate completion of interrelated punch list items.

17. Coordinate preparation of Project Record Documents if information from more than one contractor is to be integrated with information from other contractors to form one combined record.

18. Print and submit Record Documents if installations by more than one contractor are indicated on the same Contract Drawing or Shop Drawing.

19. Collect record Specification Sections from contractors, collate Sections into numeric order, and submit complete set.

20. Coordinate preparation of operation and maintenance manuals if information from more than one contractor is to be integrated with information from other contractors to form one combined record.

1.5 GENERAL REQUIREMENTS OF CONTRACTS

A. Extent of Contract: Unless the Agreement contains a more specific description of the Work of each Contract, requirements indicated on Drawings and in Specification Sections determine which contract includes a specific element of Project.

1. Unless otherwise indicated, the work described in this Section for each contract shall be complete systems and assemblies, including products, components, accessories, and installation required by the Contract Documents.

2. Blocking, backing panels, sleeves, and metal fabrication supports for the work of each contract shall be the work of the General Construction Contract.

3. Furnishing of access panels for the work of each contract shall be the work of each contract for its own work. Installation of access panels shall be the work of the General Construction Contract.

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4. Equipment pads for the work of each contract shall be the work of the General Construction Contract.

5. Roof-mounted equipment curbs for the work of each contract shall be the work of each contract for its own work.

6. Painting for the work of each contract shall be the work of the General Construction Contract

7. Cutting and Patching: Provided by the General Construction Contract.

8. Through-penetration firestopping for the work of each contract shall be provided by each contract for its own work.

9. Contractors' Startup Construction Schedule: Within five working days after startup, submit a matching startup horizontal bar-chart schedule showing construction operations sequenced and coordinated with overall construction.

B. Substitutions: Each contractor shall cooperate with other contractors involved to coordinate approved substitutions with remainder of the work.

1. The General Construction Contract shall coordinate substitutions.

C. Temporary Facilities and Controls: In addition to specific responsibilities for temporary facilities and controls indicated in this Section and in Section 01500 "Temporary Facilities and Controls," each contractor is responsible for the following:

1. Installation, operation, maintenance, and removal of each temporary facility necessary for its own normal construction activity, and costs and use charges associated with each facility, except as otherwise provided for in this Section.

2. Plug-in electric power cords and extension cords, supplementary plug-in task lighting, and special lighting necessary exclusively for its own activities.

3. Staging and scaffolding for its own construction activities.

4. General hoisting facilities for its own construction activities, up to 2 tons.

5. Waste disposal facilities, including collection and legal disposal of its own hazardous, dangerous, unsanitary, or other harmful waste materials.

6. Progress cleaning of work areas affected by its operations on a daily basis.

7. Secure lockup of its own tools, materials, and equipment.

8. Construction aids and miscellaneous services and facilities necessary exclusively for its own construction activities.

D. Temporary Heating, Cooling, and Ventilation: The General Contract is responsible for temporary heating, cooling, and ventilation, including utility-use charges, temporary meters, and temporary connections.

1.6 GENERAL CONSTRUCTION CONTRACT

A. Work of the General Construction Contract includes, but is not limited to, the following:

1. Remaining work not identified as work under other contracts.

2. Site preparation, including clearing, building demolition and relocations.

3. Selective demolition.

4. Superstructure, including floor and roof construction sprayed fire-resistive materials and board fire protection.

5. Exterior closure, including walls, doors, windows, and louvers.

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6. Roofing, including roof insulation, coverings, flashings roof specialties and roof accessories.

7. Interior construction, including partitions, doors, and fittings.

8. Fire-protection specialties.

9. Interior finishes, finish carpentry, interior specialties, and floor and ceiling finishes.

10. Miscellaneous items, including concrete equipment bases and painting of mechanical and electrical work.

B. Temporary facilities and controls in the General Construction Contract include, but are not limited to, the following:

1. Temporary facilities and controls that are not otherwise specifically assigned to the Electrical Contract .

2. Excavation support and protection, unless required solely for the Work of another contract.

3. General waste disposal facilities.

4. Pest control.

5. Temporary fire-protection facilities.

6. Barricades, warning signs, and lights.

7. Maintenance and restoration of Owner's existing facilities used as temporary facilities.

1.7 ELECTRICAL CONTRACT

A. Work of the Electrical Contract includes, but is not limited to, the following:

1. Site electrical distribution.

2. Site lighting.

3. Electrical service and distribution.

4. Interior lighting

5. Electrical connections to equipment furnished by the General Contract

B. Temporary facilities and controls in the Electrical Contract include, but are not limited to, the following:

1. Electric power service and distribution.

2. Lighting, including site lighting.

3. Electrical connections to existing systems and temporary facilities and controls furnished by the General Contract.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01120

AWWTP South Train Screenings Improvements Price and Payment Lancaster, Pennsylvania 01221 - 1 Bid Submittal

SECTION 01221 - PRICE AND PAYMENT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SECTION INCLUDES

A. Lump sum prices.

1.3 LUMP SUM PRICES

A. Payment of the lump sum price bid for Contract No. 2025-19-01 – General Construction shall constitute full compensation for all labor, materials, tools, equipment and incidentals necessary for constructing the South Train Screenings modifications complete, as shown and as specified in Divisions 01 through 15, except that required under Contract No. 2025-19-02 – Electrical Construction.

B. Payment of the lump sum price bid for Contract No. 2025-19-02 – Electrical Construction, shall constitute full compensation for all labor, materials, tools, equipment and incidentals necessary for constructing the electoral systems complete, as shown and as specified.

1.4 UNIT PRICES

A. Payment of the unit price bids for Contract No. 2025-19-01 – General Construction shall constitute full compensation for all labor, materials, tools, equipment and incidentals necessary for structural repairs as specified in Division 3 and the Drawings and in case of an authorized adjustment to the scope of Work, the unit price(s) in Section 00301 Bid Form will be used in adjusting the Contract Amount.

1.5 PAYMENT

A. Payment of the total price bid in the Form shall fully compensate the Contractor for furnishing all labor, materials, equipment and incidentals required to complete the work as outlined above and under Section 01110. Payment shall also include compensation for all other work required to complete the Project as described in the Contract Documents.

1.6 EXTRA WORK

A. Extra work, if any, will be performed in accordance with Article 11 of the General Conditions and will be paid for in accordance with the provisions of Article 13 of the General Conditions.

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PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01221

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AWWTP South Train Screenings Improvements Substitution Procedures Lancaster, Pennsylvania 01250 - 1 Bid Submittal

SECTION 01250 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01600 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

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

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

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

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use form acceptable to Engineer.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

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

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

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c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of Engineers and owners.

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

i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

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

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

Engineer will notify Contractor through Owner of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Engineer's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Engineer does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

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1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Engineer will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed unless otherwise indicated.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01250

Lancaster, Pennsylvania 01250 - 4

AWWTP South Train Screenings Improvements Payment Procedures Lancaster, Pennsylvania 01290 - 1 Bid Submittal

SECTION 01290 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Engineer at earliest possible date, but no later than ten days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Separate Design Contracts: Where the Owner has retained design professionals under separate contracts who will each provide certification of payment requests, provide subschedules showing values coordinated with the scope of each design services contract, as described in Section 01110 "Summary."

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Owner’s name.

c. Owner’s Project number.

d. Name of Engineer.

e. Engineer's Project number.

f. Contractor's name and address.

g. Date of submittal.

Lancaster, Pennsylvania 01290 - 2 Bid Submittal

2. Arrange schedule of values consistent with format of EJCDC Document C-620.

3. Arrange the schedule of values in tabular form, with separate columns to indicate the following for each item listed:

a. Related Specification Section or division.

b. Description of the Work.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. Round dollar amounts to whole dollars, with total equal to Contract Sum.

1) Labor.

2) Materials.

3) Equipment.

4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

5. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

6. Allowances: Provide a separate line item in the schedule of values for each allowance.

Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities.

7. Purchase Contracts: Provide a separate line item in the schedule of values for each Purchase contract. Show line-item value of Purchase contract. Indicate Owner payments or deposits, if any, and balance to be paid by Contractor.

8. Overhead Costs, Proportional Distribution: Include total cost and proportionate share of general overhead and profit for each line item.

9. Overhead Costs, Separate Line Items: Show cost of temporary facilities and other major cost items that are not direct coat of actual work-in-place as separate line items.

10. Temporary Facilities: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.

11. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount.

12. Schedule of Values Revisions: Revise the schedule of values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Engineer and paid for by Owner.

Lancaster, Pennsylvania 01290 - 3 Bid Submittal

B. Payment Application Times: The date for each progress payment is indicated in the Owner/Contractor Agreement. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Payment Application Times: Submit Application for Payment to Engineer by the 7th of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

1. Submit draft copy of Application for Payment twenty days prior to due date for review by Engineer.

D. Application for Payment Forms: Use EJCDC Document C-620 as form for Applications for Payment.

1. Other Application for Payment forms proposed by the Contractor may be acceptable to Engineer and Owner. Submit forms for approval with initial submittal of schedule of values.

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

1. Entries shall match data on the schedule of values and Contractor's construction schedule.

Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

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

4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.

F. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed.

1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment.

2. Provide supporting documentation that verifies amount requested, such as paid invoices.

Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:

a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.

b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.

c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

Lancaster, Pennsylvania 01290 - 4 Bid Submittal

G. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Engineer by a method ensuring receipt within 24 hour. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

H. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.

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

2. When an application shows completion of an item, submit conditional final or full waivers.

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

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

I. Maintain an updated set of drawings to be used as record drawings in accordance with Section 01783 “Project Record Documents.” As a prerequisite for monthly progress payments, exhibit the updated record drawings for review by Owner and Engineer for completeness and accuracy.

J. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule.

4. Combined Contractor's construction schedule incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor.

5. Products list (preliminary if not final).

6. Schedule of unit prices.

7. Submittal schedule.

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

12. Initial progress report.

13. Report of preconstruction conference.

K. Application for Payment at Substantial Completion: After Engineer issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

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

Lancaster, Pennsylvania 01290 - 5 Bid Submittal

a. Complete administrative actions, submittals, and Work proceeding this application, as described in Section 01770 “Closeout Procedures.”

2. Include initial submittal of closeout record drawings in accordance with Section 01783 “Project Record Documents.”

3. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

L. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Certification of completion of final punch list items.

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

4. Final submittal of closeout record drawings in accordance with Section 01783 “Project

Record Documents.”

5. Updated final statement, accounting for final changes to the Contract Sum.

6. AIA Document G706.

7. AIA Document G706A.

8. AIA Document G707.

9. Evidence that claims have been settled.

10. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

11. Final liquidated damages settlement statement.

12. Proof that taxes, fees, and similar obligations are paid.

13. Waivers and releases.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01290

Lancaster, Pennsylvania 01290 - 6

AWWTP South Train Screenings Improvements Submittal Procedures Lancaster, Pennsylvania 01330 - 1 Bid Submittal

SECTION 01330 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 01290 "Payment Procedures" for submitting Applications for Payment and the schedule of values.

2. Section 01400 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

3. Section 01770 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

4. Section 01782 "Operation and Maintenance Data" for submitting operation and maintenance manuals.

5. Section 01783 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

6. Section 01790 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Engineer's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples…