WINSLOW TOWNSHIP WELL 7 HIGH

SERVICE PUMP UPGRADES

2059 Springdale Road Cherry Hill, NJ 08003

(856) 795-9595

RVE Project No. 0436T321

Stephanie Cuthbert, P.E., Lic. No. 42136 Date

Prepared for

TOWNSHIP OF WINSLOW

Winslow Township, Camden County, New Jersey April 2026

TECHNICAL SPECIFICATIONS

for the

04/30/2026

Table of Contents Winslow Township

Well 7 High Service Pump Upgrades

RVE Job No.: 0436T321

Division Section Title Pages

SCOPE OF WORK

DIVISION 1 – GENERAL REQUIREMENTS

010000 GENERAL REQUIREMENTS

012100 ALLOWANCES

012500 SUBSTITUTION PROCEDURES

012900 PAYMENT PROCEDURES

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES

016000 PRODUCT REQUIREMENTS

017100 CLEANING AND RESTORATIONS

017700 CLOSEOUT PROCEDURES

017823 OPERATION AND MAINTENANCE DATA

017839 AS BUILT DRAWINGS

DIVISION 2 – EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 26 – ELECTRICAL

260450 ELECTRICAL DEMOLITION AND RENOVATION

260500 COMMON WORK RESULTS FOR ELECTRICAL – MATERIALS AND METHODS

260519 CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING

260529 HANGERS AND SUPPORTS

260533 RACEWAYS AND BOXES

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

260553 ELECTRICAL IDENTIFICATION

262726 WIRING DEVICES

262812 FUSES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

262923 VARIABLE FREQUENCY DRIVE

DIVISION 33 – UTILITIES

330110.58 DISINFECTION OF WATER UTILITY PIPING SYSTEMS

332331.23 VERTICAL TURBINE PUMPING EQUIPMENT

SCOPE OF WORK PAGE 1

SCOPE OF WORK

PART 1 - GENERAL

1.1 GENERAL

In general, the work on this project shall consist of furnishing all labor, materials, equipment, tools, and supervision required to complete the replacement and upgrade of existing Well No. 7 High Service Booster Pump and associated motor rehabilitation for the Township of Winslow, situated in Camden County, New Jersey. Existing Well No. 7 and High Service Pumps are located at 344A Berlin Cross Keys Road, Winslow, New Jersey, 08081. All work pertaining to the removal and installation of well pumping equipment shall be completed by a New Jersey Licensed Well Pump Installer in accordance with all pertinent NJDEP requirements. All work pertaining to the replacement of the existing high service pumps shall be in accordance with all pertinent NJDEP requirements. All material that comes in direct contact with the potable water shall be NSF-61 certified in accordance with NJDEP requirements.

1.2 DESCRIPTION

The work on this project includes, but is not limited to, the following:

A. The Contractor shall remove the existing motor and pump, including column assembly and appurtenances.

B. Contractor shall install new high service pump, including pump bowl, column pipe assembly, including check valves, and all associated pumping appurtenances. Column pipe shall have interior and exterior epoxy coating. Pump requirements to be verified in the field with existing pump to match in-kind conditions.

C. Contractor shall replace existing vertically mounted electric motor as shown on the Plans.

D. Contractor shall replace existing discharge head to match conditions of existing discharge head.

E. Contractor shall complete a one (1) hour test of replacement pump to verify pump curve, performance and efficiency. Contractor to coordinate with operators to perform method and location of pump test overboard discharge.

F. Contractor shall be responsible for supplying all equipment required to remove the high service pump including any dully, hoist, scaffolding, gurney, cranes etc. needed to complete the work. Attention is called to the location of the high service pumps and the contractor is advised to ascertain the means and methods required to remove and reinstall the motor, pump, and column piping.

G. The Contractor shall disinfect and test all new elements added to the system prior to placing the system online, including, but not limited to, the well and high service pump and ancillary facilities. Coliform bacteria analysis shall be completed by the Contractor utilizing the Water Utility’s certified laboratory. If any coliform bacteria tests are found to be positive indicating a failed test, the Contractor shall be responsible for the re-disinfection and re-sampling and testing at no additional cost to the Owner. This shall be

SCOPE OF WORK PAGE 2

repeated by the Contractor until the system has passed for coliform bacteria.

H. The Contractor shall obtain all required building permits.

I. Modifications to the existing electrical distribution system to accommodate a new transfer switch for the booster pumps, an indicated on the Contract Drawings.

J. Provide all raceways and LV wiring as required for SCADA integration, as indicated on the Contract Drawings.

K. Provide conduit system LV wiring to new generator controller and remote annunciator.

Genset components shall be provided by others.

1.3 BID ITEMS

A. Mobilization Bid Cost: Mobilization will be paid in full after 10% of total project cost based on the other bid items is completed.

B. The Bid Form lists several lump sum items of which the Bidder will present their cost to perform the work. The items shall be all inclusive of the Work that is required for a full and functioning system as shown and specified. For work that is not specifically listed as part of a line item, but required to complete the scope, payment shall be made as part of the various items in the Contractor’s bid.

C. Allowances are provided for unforeseen conditions of replacement of any equipment found to be defective during the performance of the Contract work. They shall include work not in the contract that the Contractor is directed to perform in writing by the Owner, or the project engineer at an agreed upon price. The cost of the work shall be approved by the Owner prior to Contractor initiating the work. Any unused monies shall be retained by the Owner. Work under the allowance is subject to the conditions set forward in Section 3.1 of the General Conditions.

D. Payment items shall include, but not be limited to, the furnishing of equipment and materials, installation of the equipment, disposal of existing equipment scheduled for replacement, electrical connection, site work, disinfection, testing and start-up representation for a complete and operational system.

1.4 COORDINATION

All costs for coordination shall be included in the various items of the Contractor’s Price. Coordination of the project shall also include the following:

A. Treatment Plant shall remain operational during construction. A maximum of one high service pump shall be offline at a time.

B. Contractor shall, at no additional cost to the Owner:

1. Provide all required potable water and temporary power required to complete all work required under this Contract. Connections can be made to sources at the well building with prior approval of Owner.

2. Assume full responsibility for protection and safekeeping of products stored on and off premises.

SCOPE OF WORK PAGE 3

3. Not store products in locations that interfere with the operations of Owner or other Contractors. If stored products are found to interfere, the Contractor is to move immediately upon notification without additional payment.

4. Obtain and pay for all storage or work areas required for his operation.

5. Not unreasonably encumber the site with materials and equipment.

6. Properly store all materials onsite and insure against damage, theft, fire and/or explosion.

7. Assume full responsibility for site safety within the work area.

1.5 MISCELLANEOUS

A. Contractor shall verify all dimensions and existing conditions in the field prior to the start construction. Any errors or discrepancies shall be brought to the attention of the Engineer immediately.

B. The work shall conform with the latest editions and revisions to AWWA Standard A100 Water Wells and shall be performed in accordance with N.J.A.C. 7:9D Well Construction and Maintenance, NJ.A.C. 7:10 Safe Drinking Water Act, and all other NJDEP applicable standards.

C. The above Scope of Work outlines the general items and distribution of work and shall not be construed as being all inclusive.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

PART 4 – MEASUREMENT, QUANTITY AND PAYMENT (Not Used)

END OF SCOPE OF WORK

GENERAL REQUIREMENTS 010000-1

SECTION 010000

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Only major items of work are given in the Bid Form, but it is the intent of the specifications to secure a completely interconnected and functionable system, and if any workmanship or materials be required which are obviously necessary to carry out the full intent and meaning of the plans and specifications or to be reasonably inferred therefrom, the cost of such workmanship or materials shall be included in the unit price for the major items of work.

B. The Contractor, in the construction of any project, shall not stockpile materials or equipment on any private property; except areas designated by the plans or as directed by the Engineer. If so required, the Engineer may direct the Contractor to have Contractor’s equipment removed from any project during weekend hours.

C. Special care shall be taken to prevent contamination, siltation, or interfering in any way with the stream flows or ponds along the line of work. No waste matter of any kind will be allowed to discharge into the stream flows or impounded water or any ponds or other bodies of water.

D. The Contractor shall apply and pay for all permits that may be required for any of the work involved with this project. Municipalities or Authorities having an interest or jurisdiction on this project are: Township of Winslow.

E. All notes on plans shall be made a part of the specifications.

F. Contractor shall notify Engineer at least forty-eight (48) hours in advance of any work on

Saturdays. There will be no work permitted on Sundays or holidays. This project will receive inspections and the normal working hours for the Inspector are from 8:00 AM to 4:30 PM, Monday through Friday. Any overtime inspection costs which are avoidable will be reimbursed by the Contractor.

1.2 PUBLIC UTILITIES

A. The bidder is advised to ascertain all the facts concerning the location of existing utilities.

B. The Contractor shall cooperate with the utility owners in the adjustment of their facilities and shall notify the utility owners not less than ten (10) days in advance of the time Contractor proposes to perform any work that will endanger or affect their facilities.

C. The Contractor shall permit the owners of utilities, or their agent’s access to the work site at all times in order to relocate, construct or protect their lines, and Contractor shall cooperate with them in performing this work.

D. Separate payments will not be made for the coordination and cooperation of the Contractor with the utility companies, nor for the protection or replacement of utilities as specified hereinbefore and the bidder shall include all such costs in the prices bid for the various scheduled items in the Bid Form.

GENERAL REQUIREMENTS 010000-2

E. The Contractor is responsible for repairing all located utilities (water, sewer, storm sewer, gas lines, etc.) which are broken or damaged during construction.

1.3 PRE-CONSTRUCTION PHOTOGRAPHS

A. The Contractor shall, at no extra cost, take DVD or digital photographs of the site prior to the commencement of construction. The DVD or photograph record shall accurately depict the existing preconstruction condition of all curbs, sidewalks, driveways, fences, lawns, landscaped areas, mailboxes, street furniture and all other appurtenances within, or outside a 25 foot radius of the limits of the construction of the project. One (1) copy of the CD photograph record or DVD shall be provided to the Engineer. The date of all disks, as well as identification as to the location which the records depict, must be provided.

1.4 DUST CONTROL

The Contractor will be required to maintain all excavations, embankments, stockpiles, haul roads, permanent access roads, plant sites, waste areas, borrow areas, and all other work areas within or outside the project boundaries free from dust which would cause a hazard or nuisance to others.

Approved temporary methods of stabilization consisting of sprinkling, chemical treatment, light bituminous treatment or similar methods will be permitted to control dust. Sprinkling, to be approved, must always be repeated at such intervals as to keep all parts of the disturbed area at least damp, and the Contractor must have sufficient competent equipment on the job to accomplish this if sprinkling is used. Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs. If any dust control is not done within twenty-four

(24) hours after written notice is given by the Engineer, the work may be done by the Owner and charged to the Contractor. Costs for dust control shall be included in the prices bid for the various items in the bid form.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

PART 4 - MEASUREMENT, QUANTITY & PAYMENT

4.1 PAYMENT

A. No separate payment will be made for work in this section. Include all such costs in the unit price bid for which it is a part.

END OF SECTION 010000

ALLOWANCES 012100 - 1

SECTION 012100

ALLOWANCES

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 governing allowances.

B. Types of allowances include the following:

1. Lump-sum allowances.

1.3 DEFINITIONS

A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to the Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise the Engineer of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At the Engineer’s request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by the Engineer from the designated supplier.

1.5 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

ALLOWANCES 012100 - 2

1.6 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.7 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by the Engineer under allowance and shall include taxes, freight, and installation to Project site.

B. Unless otherwise indicated, the Contractor's costs for receiving and handling at the Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Engineer under allowance shall be included as part of the Contract Sum and not part of the allowance.

C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to the Owner, after installation has been completed and accepted.

1. If requested by the Engineer, retain and prepare unused material for storage by the Owner. Deliver unused material to the Owner's storage space as directed.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

ALLOWANCES 012100 - 3

PART 4 - MEASUREMENT, QUANTITY AND PAYMENT

4.1 PAYMENT

A. Payment for allowances shall be for work as directed by the Owner of Engineer. The allowances are defined in the Bid Form. Documentation and breakdown of allowances is required to be reviewed and approved prior to completion of work.

END OF SECTION 012100

SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500

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 012100 "Allowances" for products selected under an allowance.

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 the 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 the Contractor or Owner that are not required to meet other Project requirements but may offer an 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 the 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 the Owner and separate contractors that will be necessary to accommodate proposed substitution.

SUBSTITUTION PROCEDURES 012500 - 2

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 the

Project, from ICC-ES.

j. Detailed comparison of the 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, the Engineer will request additional information or documentation for evaluation within seven (7) days of receipt of a request for substitution. The Engineer will notify Contractor of acceptance or rejection of proposed substitution within fifteen (15) days of receipt of request, or seven (7) 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 the 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.

SUBSTITUTION PROCEDURES 012500 - 3

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 fifteen (15) days prior to time required for preparation and review of related submittals.

1. Conditions: the Engineer will consider the 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. The Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect the 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

PART 3 - EXECUTION - Not Used

PART 4 – MEASUREMENT, QUANTITY & PAYMENT

4.1 PAYMENT

A. No separate payment will be made for Substitution Procedures. Include all such costs in the unit

END OF SECTION 012500

PAYMENT PROCEDURES 012900 - 1

SECTION 012900

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.

B. Related Requirements:

1. Section 012100 "Allowances" for procedural requirements governing the handling and processing of allowances.

2. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

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 the Engineer at the earliest possible date, but no later than seven (7) days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide sub-schedules showing values coordinated with each phase of payment.

4. Sub-schedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide sub-schedules showing values coordinated with each element.

PAYMENT PROCEDURES 012900 - 2

B. Format and Content:

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.

2. Arrange schedule of values consistent with format of AIA Document G703.

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 (5) 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.

a. Differentiate between items stored on-site and items stored off-site.

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 cost of actual work-in-place as separate line items.

PAYMENT PROCEDURES 012900 - 3

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 (5) 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 the Engineer and paid for by the Owner.

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 end of the previous 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 ten (10) days prior to scheduled meeting date(s) for review by Engineer.

D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as forms for Applications for Payment.

E. Application Preparation: Complete every entry on the form. Notarize and execute by a person authorized to sign legal documents on behalf of the Contractor. The Construction Manager 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 the 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. Differentiate between items stored on-site and items stored off-site.

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

PAYMENT PROCEDURES 012900 - 4

2. Provide supporting documentation that verifies the 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.

G. Transmittal: Submit three (3) signed and notarized original copies of each Application for Payment to the Construction Manager by a method ensuring receipt within twenty-four (24) hours. 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. 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 (preliminary if not final).

4. Products list (preliminary if not final).

5. Schedule of unit prices.

6. Submittal schedule (preliminary if not final).

7. List of Contractor's staff assignments.

8. Copies of building permits.

9. Initial progress report.

10. Report of preconstruction conference.

11. Certificates of insurance and insurance policies.

12. Performance and payment bonds.

13. Data needed to acquire Owner's insurance.

PAYMENT PROCEDURES 012900 - 5

J. 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 the claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

a. Complete administrative actions, submittals, and Work preceding this application, as described in Section 017700 "Closeout Procedures."

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

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

5. AIA Document G706.

6. AIA Document G706A.

7. AIA Document G707.

8. Evidence that claims have been settled.

9. 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.

10. Final liquidated damages settlement statement.

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

12. Waivers and releases.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

PART 4 – MEASUREMENT, QUANTITY & PAYMENT

4.1 PAYMENT

A. No separate payment will be made for Payment Procedures. Include all such costs in the unit

END OF SECTION 012900

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.

2. Contractor's Construction Schedule.

3. Construction schedule updating reports.

4. Daily construction reports.

5. Material location reports.

6. Site condition reports.

7. Unusual event reports.

B. Related Requirements:

1. Section 012900 "Payment Procedures" for schedule of values and requirements for use of cost-loaded schedule for Applications for Payment.

1.2 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled.

The sum of costs for all activities must equal the total Contract Sum.

C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

D. Event: The starting or ending point of an activity.

E. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

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2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

F. Resource Loading: The allocation of labor and equipment necessary for completing an activity as scheduled.

1.3 INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file.

2. PDF file.

3. Two (2) paper copies of sufficient size to display the entire period or schedule, as required.

B. Startup construction schedule.

1. Submittal of cost-loaded startup construction schedule will not constitute approval of schedule of values for cost-loaded activities.

C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.

D. Construction Schedule Updating Reports: Submit with Applications for Payment.

E. Daily Construction Reports: Submit at weekly intervals.

F. Material Location Reports: Submit at weekly intervals.

G. Site Condition Reports: Submit at time of discovery of differing conditions.

H. Qualification Data: For scheduling consultant.

1.4 QUALITY ASSURANCE

A. Prescheduling Conference: Conduct conference at Project site to comply with requirements.

Review methods and procedures related to the preliminary construction schedule and Contractor's Construction Schedule, including, but not limited to, the following:

1. Review software limitations and content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including phasing, work stages, and area separations.

4. Review delivery dates for Owner-furnished products.

5. Review schedule for work of Owner's separate contracts.

6. Review submittal requirements and procedures.

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7. Review time required for review of submittals and resubmittals.

8. Review requirements for tests and inspections by independent testing and inspecting agencies.

9. Review time required for Project closeout and Owner startup procedures, including commissioning activities.

10. Review and finalize list of construction activities to be included in schedule.

11. Review procedures for updating schedule.

1.5 COORDINATION

A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities, and schedule them in proper sequence.

1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

1. Use Microsoft Project for current Windows operating system.

B. Time Frame: Extend schedule from date established from the Notice to Proceed to date of Final Completion.

1. Contract completion date to not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Temporary Facilities: Indicate start and completion dates for the following as applicable:

a. Securing of approvals and permits required for performance of the Work.

b. Shop Drawing Submittals

c. Temporary facilities.

d. Owner interfaces and furnishing of items.

e. Construction

f. Regulatory agency approvals, as required.

g. Punch list.

h. Closeout

2. Procurement Activities: Include procurement process activities for the following long lead-time items and major items, requiring a cycle of more than sixty (60) days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

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3. Submittal Review Time: Include review and resubmittal times in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

4. Startup and Testing Time: Include no fewer than fifteen (15) days for startup and testing.

5. Commissioning Time: Include no fewer than fifteen (15) days for commissioning.

6. Substantial Completion: Indicate completion in advance of the date established for

Substantial Completion and allow time for the Engineer's administrative procedures necessary for certification of Substantial Completion.

7. Punch List and Final Completion: Include not more than thirty (30) days for completion of punch list items and Final Completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Products Ordered in Advance: Include a separate activity for each product. The delivery dates indicated stipulate the earliest possible delivery date.

3. Work Restrictions: Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Partial occupancy before Substantial Completion.

e. Use-of-premises restrictions.

f. Provisions for future construction.

g. Seasonal variations.

h. Environmental control.

4. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.

b. Submittals.

c. Purchases.

d. Mockups.

e. Fabrication.

f. Sample testing.

g. Deliveries.

h. Installation.

i. Tests and inspections.

j. Adjusting.

k. Curing.

l. Startup and placement into final use and operation.

m. Commissioning.

5. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.

b. Temporary enclosure and space conditioning.

c. Permanent space enclosure.

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d. Completion of mechanical installation.

e. Completion of electrical installation.

f. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, Final Completion, and the following interim milestones:

1. Temporary enclosure and space conditioning.

F. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs.

On the line, show planned and actual dollar volume of the Work performed as of planned and actual dates used for preparation of payment requests.

1. See Section 012900 "Payment Procedures" for cost reporting and payment procedures.

G. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered Requests for Information.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

5. Pending modifications affecting the Work and the Contract Time.

H. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise the schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with an updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Final Completion percentage for each activity.

I. Recovery Schedule: When periodic update indicates the Work is fourteen (14) or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.

J. Distribution: Distribute copies of approved schedule to Engineer, Construction Manager, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post them in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

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1.7 STARTUP CONSTRUCTION SCHEDULE

A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within seven days of date established for the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Identify the first workday of each week with a continuous vertical line. Outline significant construction activities for the first ninety (90) days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

1.8 GANTT-CHART SCHEDULE REQUIREMENTS

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within thirty (30) days of the date established for the Notice to Proceed.

1. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify the first workday of each week with a continuous vertical line.

C. Contract Modifications: For each proposed contract modification concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall Project schedule.

D. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following:

1. Contractor or subcontractor and the Work or activity.

2. Description of activity.

3. Main events of activity.

4. Immediate preceding and succeeding activities.

5. Average size of workforce.

6. Dollar value of activity (coordinated with the schedule of values).

E. Schedule Updating: Concurrent with revising schedule, prepare tabulated reports showing the following:

1. Identification of activities that have changed.

2. Changes in activity durations in workdays.

3. Changes in the critical path.

4. Changes in total float or slack time.

5. Changes in the Contract Time.

F. Value Summaries: Prepare two cumulative value lists, sorted by finish dates.

1. In the first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value.

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1.9 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions, including presence of rain or snow.

7. Testing and inspection.

8. Accidents.

9. Meetings and significant decisions.

10. Unusual events.

11. Stoppages, delays, shortages, and losses.

12. Meter readings and similar recordings.

13. Emergency procedures.

14. Orders and requests of authorities having jurisdiction.

15. Change Orders received and implemented.

16. Construction Change Directives received and implemented.

17. Services connected and disconnected.

18. Equipment or system tests and startups.

19. Partial completions and occupancies.

20. Substantial Completions authorized.

B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at the Project site. List to be cumulative, showing materials previously reported plus items recently delivered. Include with the list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. Indicate the following categories for stored materials:

1. Material stored prior to previous report and remaining in storage.

2. Material stored prior to previous report and since removed from storage and installed.

3. Material stored following previous report and remaining in storage.

C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information.