Attachment_C_LS-1_Specifications.pdf

Issued for Bid

April 2023

Lift Station No. 1 Improvements Gainesville, FL

GAINESVILLE REGIONAL UTILITIES

©2023 CDM Smith 79338-273090 All Rights Reserved April 2023

Table of Contents

Lift Station No. 1 Improvements 000001 - 1

Gainesville, FL Issued for Bid

TABLE OF CONTENTS

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011100 Summary

012500 Substitution Procedures

012900 Payment Procedures

013100 Project Management and Coordination

013200 Construction Progress Documentation

013233 Photographic Documentation

013300 Submittal Procedures

014000 Quality Requirements

014200 References

016000 Product Requirements

017300 Execution

017419 Construction Waste Management and Disposal

017700 Closeout Procedures

017823 Operation and Maintenance Data

017839 Project Record Documents

017900 Demonstration and Training

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024119 Selective Demolition

DIVISION 03 - CONCRETE

033000 Cast-In-Place Concrete

036000 Grouting

DIVISION 04 – MASONRY (NOT USED)

DIVISION 05 - METALS

055000 Metal Fabrications

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

066400 Plastic Paneling

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071113 Bituminous Dampproofing

072119 Foamed-In-Place Insulation

079200 Joint Sealants

DIVISION 08 - OPENINGS

081116 Aluminum Doors and Frames

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Lift Station No. 1 Improvements 000001 - 2

Gainesville, FL Issued for Bid

087100 Door Hardware

DIVISION 09 - FINISHES

092216 Non-Structural Metal Framing

099679 Atmospheric Protection and Plant Service Areas Coatings

DIVISION 10 - SPECIALTIES

104416 Fire Extinguishers

107316.19 Protective Covers – Aluminum Canopy Systems

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 – FURNISHINGS

124843.33 Rubber Insulating Floor Mats

DIVISION 13 - SPECIAL CONSTRUCTION

134213 Precast Concrete Building

DIVISION 14 - CONVEYING EQUIPMENT (NOT USED)

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION (NOT USED)

DIVISION 22 – PLUMBING (NOT USED)

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230513 Common Motor Requirements for HVAC Equipment

230517 Sleeves and Sleeve Seals for HVAC Piping

230518 Escutcheons for HVAC Piping

230529 Hangers and Supports for HVAC Piping and Equipment

230553 Identification For HVAC Piping and Equipment

230593 Testing, Adjusting, And Balancing for HVAC

230719 HVAC Piping Insulation

232113 Hydronic Piping

232300 Refrigerant Piping

238126.10 Ductless Split-System Air-Conditioners

DIVISION 24 – RESERVED (NOT USED)

DIVISION 25 - INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 - ELECTRICAL

260510 Limited Electrical for Small Projects

260573 Power System Studies

262213 Low-Voltage Distribution Transformers

262416 Panelboards

262813 Fuses

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Gainesville, FL Issued for Bid

262816 Enclosed Switches and Circuit Breakers

262923 Variable-Frequency Motor Controllers

263213.13 Diesel Emergency Engine Generators

263600 Transfer Switches

264113 Lightning Protection for Structures

264313 Surge Protection for Low-Voltage Electrical Power Circuits

DIVISION 27 – COMMUNICATIONS (NOT USED)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY (NOT USED)

DIVISION 29 – RESERVED (NOT USED)

Site and Infrastructure Subgroup

DIVISION 30 – RESERVED (NOT USED)

DIVISION 31 - EARTHWORK

310515 Soils and Aggregates for Earthwork

311000 Site Clearing

312000 Earthwork

312333 Trenching and Backfilling

312500 Erosion and Sedimentation Controls

315000 Excavation Support and Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 Asphalt Paving

321313 Concrete Paving

329119

329200

Landscape Grading

Turf and Grasses

DIVISION 33 – UTILITIES (NOT USED)

DIVISION 34 – TRANSPORTATION (NOT USED)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION (NOT USED)

Process Equipment Subgroup

DIVISION 40 - PROCESS INTERCONNECTIONS

400506 Couplings, Adapters, and Specials for Process Piping

400507 Hangers and Supports for Process Piping

400519 Ductile Iron Process Pipe

400523 Stainless Steel Process Pipe and Tubing

400531 Thermoplastic Process Pipe

400551 Common Requirements for Process Valves

400562 Plug Valves

400565.23 Swing Check Valves

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Lift Station No. 1 Improvements 000001 - 4

Gainesville, FL Issued for Bid

400578.21 Air Release Valves for Wastewater Services

406100 Process Control and Enterprise Management Systems General Provisions

406121.20 Process Control System Testing

406126 Process Control System Training

406193 Process Control System Input-Output List

406196 Process Control Descriptions

406383 Remote Terminal Units

406613 Switches and Routers

406643 Cellular Network Equipment

406663 Antennas

406717 Industrial Enclosures

406733 Panel Wiring

406763 Control Panel Mounted UPS

407000 Instrumentation for Process Systems

407113 Magnetic Flow Meters

407243 Pressure and Differential Pressure Type Level Meters

407276 Level Switches

407326 Gauge-Pressure Transmitters

407363 Diaphragm Seals

407813 Indicators and Meters

407816 Indicating Lights

407819 Switches and Push Buttons

407853 Relays

407856 Isolators, Intrinsically Safe Barriers, and Surge Suppressors

407859 Power Supplies

407939 Signal Conditioners and Converters

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED)

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT (NOT USED)

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT

432513 Submersible Solids Handling Pumps

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT (NOT USED)

Appendix A – Universal Geotechnical Report

END OF TABLE OF CONTENTS

© 2023 CDM Smith 79338-273090

Summary

Lift Station No. 1 Improvements 011000 - 1

Gainesville, FL Issued for Bid

SECTION 011000 - 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. Contractor furnished and installed products.

4. Contractor’s use of site and premises.

5. Coordination with occupants.

6. Work restrictions.

7. Sequence of Construction - General

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: GRU Lift Station No. 1 Improvements.

1. Project Location: Gainesville Regional Utilities Lift Station No.1, 3311 SW 2nd Avenue, Gainesville, FL 32601.

B. Owner: Gainesville Regional Utilities (GRU), 301 SE 4th Avenue, Gainesville, FL 32601.

1. Owner's Representative: Chris Krpan, P.E., Office (352) 393-1636.

C. Engineer: CDM Smith, 4651 Salisbury Road, Suite 420, Jacksonville, FL 32256.

1. Engineer's Representative: James Overton, P.E., Office: (904) 527-6724.

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:

Summary

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1. New precast electrical building including all new electrical equipment, instrumentation and control equipment, and HVAC system.

2. Install three 140-hp submersible pumps (2 duty, 1 standby) and one 45-hp submersible jockey pump.

3. Install a new 16-inch magnetic flowmeter with bypass.

4. Installation of new above- and below-grade process mechanical piping.

5. Associated site, paving, grading and drainage improvements as indicated in the Contract

Documents.

6. Other Work indicated in the Contract Documents.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

2. Contractor to meet all standard terms and conditions applicable to the Florida Department of Environmental Protection (FDEP) Resilient Florida Grant Program and as included with the front-end documents.

1.6 CONTRACTOR FURNISHED AND INSTALLED PRODUCTS

A. Contractor shall furnish and install all products indicated in the specifications. The Work includes unloading, handling, storing, and protecting products in accordance with Section

016000.

1.7 CONTRACTOR’S USE OF SITE AND PREMISES

A. Unrestricted Use of Site: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

1. 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.

Summary

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1.8 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 7 a.m. to 6 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.

C. 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 Owner not less than two days in advance of proposed utility interruptions.

D. 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.

1.9 SEQUENCE OF CONSTRUCTION – GENERAL

A. Provide a phased construction sequence that maintains continuous lift station operations during construction. This sequence shall be coordinated with the Owner and the Engineer and must be submitted for review and approval. Work impacting existing facilities will not commence unless the sequence has been approved.

B. The detailed sequence of construction shall be based upon the schedule submitted by the Con-tractor and approved by the Engineer.

C. The order of construction is subject to the approval of the Engineer; such approval or direction, however, shall in no way relieve the Contractor from performing 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 this facility. The Contractor shall note the requirements of this Section with regard to the operation of the facility and the phasing of con-struction when developing his work sequence. The Contractor’s work sequence must be specifi-cally detailed in the required schedule.

D. Lift Station No.1 is a critical piece of infrastructure for GRU’s wastewater collection system.

Thus, the construction sequence for the upgrade must be carefully planned and coordinated on to keep Lift Station No.1 online during construction. In general, the sequence of work should be as follows:

1. Demolition of non-critical structures and equipment. All existing mechanical and electri-cal equipment necessary to operate and monitor the lift station shall remain in service throughout the duration of the Project. Short interruptions in service shall be approved and coordinated with the Owner and Engineer.

Summary

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Gainesville, FL Issued for Bid

2. The new electrical building shall be substantially complete, including installation of all electrical gear, prior to removal of the existing submersible pumps from service.

3. Set up temporary bypass pumping. Supply and safely Install temporary stoppage of influ-ent flow to the north wet well using mechanical plugs and isolation of the discharge header utilizing existing valves as shown on the drawings.

4. Bypass north wet well and demolish the existing pumps, associated piping and equipment while running off the south wet well submersible pumps and 24 inch force main. The

Contractor will be required to maintain the existing peak hour flow (PHF) capacity of

7,000 GPM 24/7 by utilizing the south wet well pumps temporary standby pump(s) in-cluding back-up standby pump(s) for redundancy.

5. Install the new 45-hp jockey pump and 140-hp duty pump inside the north wet well including associated appurtenances, 16 inch magnetic flow meter, process mechanical piping including all electrical and instrumentation to the new electrical building (from the pump discharge connection to the existing 24 inch force main).

6. Connect to existing force main with a 24 inch x 16 inch tapping sleeve and a 16 inch tapping valve. Transfer existing electrical service or provide temporary power to the new electrical building to run the new submersible pumps in the north wet well.

7. Remove the stoppage into the north wet well and successfully run the north wet well’s new pumps through the newly installed piping and into the force main for a period of 10 days with approval from GRU.

8. Temporary stoppage of influent flow to the south wet well using mechanical plugs and isolation of the discharge header utilizing existing/new valves as shown on the drawings.

9. Install a 24 inch line stop on the existing 24 inch force main to stop flow from the south wet well and the 24” force main.

10. Bypass south wet well and replace both pumps with the two 140-hp pumps and associated equipment while running off the new pumps located in the north wet well. The

Contractor will be required to maintain the existing peak hour flow (PHF) capacity of

7,000 GPM by utilizing temporary standby pump(s) including back-up standby pump(s) for redundancy.

11. Once all new submersible pumps and all associated electrical and control equipment is in service, Contractor shall meet all requirements for start-up and testing including simulation of emergency/fault conditions and maintain normal operation of the lift station without interruption for a period of 10 working days prior to demolition of all existing electrical and control equipment.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011000

Substitution Procedures

Lift Station No. 1 Improvements 012500 - 1

Gainesville, FL Issued for Bid

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 016000 "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.

Substitution Procedures

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Gainesville, FL Issued for Bid

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 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.

Substitution Procedures

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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.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 012500

THIS PAGE INTENTIONALLY LEFT BLANK

Payment Procedures

Lift Station No. 1 Improvements 012900 - 1

Gainesville, FL Issued for Bid

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 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 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 Phased Work: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values coordinated with each phase of payment.

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

5. 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 011000 "Summary."

Payment Procedures

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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.

2. Arrange schedule of values consistent with format of AIA Document G703 and as required by the FDEP Resilient Florida Grant Program.

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. 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.

Payment Procedures

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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.

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 first 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 AIA Document G702 and AIA Document G703 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.

2. Applications for Payment shall include all required wage reporting and documentation for compliance with the FDEP Resilient Florida Grant Program.

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.

Payment Procedures

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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.

G. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Engineer by a method ensuring receipt within 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.

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

017839 “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. Schedule of values.

2. Contractor's construction schedule.

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

4. Products list (preliminary if not final).

5. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule.

8. List of Contractor's staff assignments.

Payment Procedures

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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.

a. Complete administrative actions, submittals, and Work proceeding this application, as described in Section 017700 “Closeout Procedures.”

2. Include initial submittal of closeout record drawings in accordance with Section 017839

“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 017839 “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.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 012900

Project Management and Coordination

Lift Station No. 1 Improvements 013100 - 1

Gainesville, FL Issued for Bid

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

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 provisions for coordinating construction operations on Project, including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. RFIs.

4. Digital project management procedures.

5. Web-based Project management software package.

6. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting

Contractor's construction schedule.

2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. BIM: Building Information Modeling.

B. RFI: Request for Information. Request from Owner, Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

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1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

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

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Coordination of Multiple Contracts: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation.

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

2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their

Work is required.

D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

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1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.6 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop

Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable Drawings as a basis for preparation of coordination drawings.

Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Coordinate the addition of trade-specific information to coordination in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.

c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

f. Indicate required installation sequences.

g. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements.

Provide alternative sketches to Engineer indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings.

Indicate areas of conflict between light fixtures and other components.

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3. Mechanical Rooms: Provide coordination drawings for mechanical rooms, showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switchboard, switchgear, transformer, busway, generator, and motor-control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Engineer will review coordination drawings to confirm that, in general, the

Work is being coordinated, but not for the details of the coordination, which are

Contractor's responsibility. If Engineer determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Engineer will so inform Contractor, who shall make suitable modifications and resubmit.

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."

C. Coordination Drawing Process: Prepare coordination drawings in the following manner:

1. Schedule submittal and review of Fire Sprinkler, Plumbing, HVAC, and Electrical Shop

Drawings to make required changes prior to preparation of coordination drawings.

2. Commence routing of coordination drawing files with HVAC Installer, who will provide drawing plan files denoting approved ductwork. HVAC Installer will locate ductwork and piping on a single layer, using orange color. Forward drawings to Plumbing Installer.

3. Plumbing Installer will locate plumbing and equipment on a single layer, using blue color.

4. Fire Sprinkler Installer will locate piping and equipment, using red color. Fire Sprinkler

Installer shall forward drawing files to Electrical Installer.

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5. Electrical Installer will indicate service and feeder conduit runs and equipment in green color. Electrical Installer shall forward drawing files to Communications and Electronic

Safety and Security Installer.

6. Communications and Electronic Safety and Security Installer will indicate cable trays and cabling runs and equipment in purple color. Communications and Electronic Safety and

Security Installer shall forward completed drawing files to Contractor.

7. Contractor shall perform the final coordination review. As each coordination drawing is completed, Contractor will meet with Architect to review and resolve conflicts on the coordination drawings.

D. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Preparation Format: DWG.

3. File Submittal Format: Submit or post coordination drawing files using PDF format.

4. Engineer will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.

a. Engineer makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.

1.7 REQUEST FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Engineer will return without response those RFIs submitted to Engineer by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Owner name.

3. Owner’s Project number.

4. Name of Engineer.

5. Engineer’s Project number.

6. Date.

7. Name of Contractor.

8. RFI number, numbered sequentially.

9. RFI subject.

10. Specification Section number and title and related paragraphs, as appropriate.

11. Drawing number and detail references, as appropriate.

12. Field dimensions and conditions, as appropriate.

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13. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

14. Contractor's signature.

15. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms:

1. Attachments shall be electronic files in PDF format.

D. Engineer's Action: Engineer will review each RFI, determine action required, and respond.

Allow seven days for Engineer's response for each RFI. RFIs received by Engineer after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract

Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Engineer's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Engineer's action may include a request for additional information, in which case

Engineer's time for response will date from time of receipt by Engineer of additional information.

3. Engineer's action on RFIs that may result in a change to the Contract Time or the

Contract Sum may be eligible for Contractor to submit Change Proposal.

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Engineer in writing within 5 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly.

1. Project name.

2. Name and address of Contractor.

3. Name and address of Engineer.

4. RFI description.

5. Date the RFI was submitted.

6. Date Engineer's response was received.

7. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.

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8. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.

F. On receipt of Engineer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Engineer within seven days if Contractor disagrees with response.

1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES

A. Engineer's Data Files Not Available: Engineer will not provide digital data files for Contractor's use during construction.

1.9 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Engineer of scheduled meeting dates and times a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved.