Donohue & Associates, Inc.

12400 Olive Blvd., Suite 120 St. Louis, MO 63141

Phone: 636.400.7047

Donohue Project No.: 14332-PS www.donohue-associates.com

March 2026

PROJECT MANUAL

Volume II (of 2)

City of Jefferson City

WESTVIEW PUMP STATION UPGRADE (31214)

Jefferson City, Missouri

Issued for Bid

Donohue & Associates, Inc. TABLE OF CONTENTS Project No. 14332-PS 1

PROJECT MANUAL

CITY OF JEFFERSON CITY

WESTVIEW PUMP STATION UPGRADE

JEFFERSON CITY, MISSOURI

TABLE OF CONTENTS – TECHNICAL SPECIFICATIONS – VOLUME II

PROFESSIONAL SEALS

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 11 00 – Summary of Work Section 01 29 73 – Schedule of Values Section 01 31 19 – Project Meetings Section 01 32 16 – Progress Schedule (Bar Chart Method) Section 01 32 33 – Construction Photographs Section 01 33 00 – Submittal Procedures Section 01 41 00 – Regulatory Requirements Section 01 45 29 – Testing Laboratory Services Section 01 52 00 – Construction Facilities Section 01 53 05 – Temporary Pumping Systems Section 01 57 19 – Temporary Environmental Controls Section 01 61 00 – Common Product Requirements Section 01 74 00 – Cleaning and Waste Management Section 01 78 23 – Operation and Maintenance Data Section 01 78 39 – Project Record Documents Section 01 79 10 – Systems Demonstrations Section 01 79 30 – Instructional Services

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 – Demolition

DIVISION 03 – CONCRETE

Section 03 08 10 – Testing Tanks and Reservoirs Section 03 20 00 – Concrete Reinforcing Section 03 30 00 – Cast-In-Place Concrete Section 03 62 00 – Non-shrink Grouting

DIVISION 04 – MASONRY

Section 04 22 20 – Concrete Unit Masonry

DIVISION 05 – METALS

Section 05 50 00 – Metal Fabrications

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

Section 06 10 00 – Rough Carpentry Section 06 17 53 – Shop-Fabricated Wood Trusses

TABLE OF CONTENTS Donohue & Associates, Inc.

2 Project No. 14332-PS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 21 00 – Thermal Insulation Section 07 21 19 – Foamed-In-Place Insulation Section 07 26 20 – Liquid-Applied Air/Vapor Barrier System Section 07 41 10 – Metal Roof and Wall Panel System Section 07 71 33 – Gutters and Downspouts Section 07 92 00 – Joint Sealants

DIVISION 08 – OPENINGS

Section 08 11 13—Hollow Metal Doors and Frames Section 08 71 00 – Door Hardware

DIVISION 09 – FINISHES

Section 09 96 00 – High-Performance Coatings

DIVISION 10 – SPECIALTIES

Section 10 44 16 – Fire Extinguishers

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

Section 23 81 19 – Self-Contained Air Source Heat Pumps

DIVISION 26 – ELECTRICAL

Section 26 05 19 – Low-Voltage Conductors and Cables (600V and Less) Section 26 05 26 – Grounding and Bonding for Electrical Systems Section 26 05 33.13 – Cabinets and Boxes for Electric Systems Section 26 05 33.16 – Conduit for Electrical Systems Section 26 05 53 – Identification for Electrical Systems Section 26 05 73 – Power System Studies Section 26 05 84 – Electric Motors Section 26 05 90 – Electric Utility Services Section 26 08 00 – Electrical Systems Demonstrations Section 26 22 00 – Low-Voltage Transformers Section 26 24 16 – Panelboards Section 26 27 26 – Wiring Devices Section 26 29 23 – Variable Frequency Drive Equipment Section 26 36 00 – Transfer Switches Section 26 43 13 – Surge Protective Devices for Low-Voltage Electric Power Circuits Section 26 51 00 – Interior Lighting Section 26 56 00 – Exterior Lighting

DIVISION 31 – EARTHWORK

Section 31 10 00 – Site Cleaning Section 31 22 00 – Grading Section 31 23 00 – Excavation and Fill Section 31 23 33 – Trenching and Backfilling

Donohue & Associates, Inc. TABLE OF CONTENTS Project No. 14332-PS 3

DIVISION 32 – EXTERIOR IMPROVEMEMTS

Section 32 11 23 – Aggregate Base Courses Section 32 12 16 – Asphalt Paving Section 32 16 13 – Curbs and Gutters Section 32 16 23 – Sidewalks Concrete Section 32 92 00 – Turf and Grasses

DIVISION 33 – UTILITIES

Section 33 05 05 – Site Utilities Section 33 31 13 – Sanitary Sewer Gravity Piping Section 33 31 23 – Sanitary Force Main System

DIVISION 40 – PROCESS INTERCONNECTIONS

Section 40 05 05 – Exposed Piping Installation Section 40 05 06 – Couplings, Adapters, and Specials for Process Piping Section 40 05 07 – Pipe Hangers and Supports Section 40 05 09 – Pipe Sleeves and Seals Section 40 05 10 – Testing Piping Systems Section 40 05 19 – Ductile Iron Process Pipe Section 40 05 23 – Stainless Steel Process Pipe Section 40 05 31.13 – Polyvinyl Chloride Process Piping Section 40 05 53 – Process Valves Section 40 05 97 – Piping and Equipment Identification Section 40 61 13 – Process Control System (PCS) General Provisions Section 40 61 20 – Process Control System (PCS) Configuration Services Section 40 61 21 – Process Control System - Testing Section 40 61 26 – Process Control System - Training Section 40 61 30 – Process Control System – O&M Data Section 40 61 93 – Process Control System – Input-Output List Section 40 61 96 – Process Control Descriptions Section 40 63 43 – Programmable Logic Controllers Section 40 67 15 – Control Panels Section 40 67 63 – Control Panel Mounted Uninterruptible Power Supply (UPS) Section 40 70 00 – Instrumentation of Process Systems Section 40 72 00 – Level Measurement Section 40 73 00 – Pressure, Strain, and Force Measurement Section 40 74 00 – Temperature Measurements Section 40 78 00 – Panel Mounted Instruments Section 40 79 00 – Miscellaneous Instruments

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING EQUIPMENT

Section 43 25 13 – Submersible Centrifugal Pumps Section 43 41 43 – Polyethylene Tanks

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

Section 46 33 00 – Chemical Feed Systems

pg. 1

PROJECT MANUAL

CITY OF JEFFERSON CITY

WESTVIEW PUMP STATION UPGRADE

JEFFERSON CITY, MISSOURI

I hereby certify that the Divisions specification sections listed in the table below were prepared by me or under my direct supervision.

Jeffrey A. Gratzer License #: 1999137696 Expiration date: 12/31/2027

Division 00 Division 01 Division 02

I hereby certify that the Divisions specification sections listed in the table below were prepared by me or

Christopher Safford License #: 2010011674 Expiration date: 12/31/2026

Division 23 Division 31 Division 32 Division 33 40 05 05 40 05 06 40 05 07 40 05 09 40 05 10 40 05 19 40 05 23 40 05 31.13 40 05 53 40 05 97 Division 43 Division 46

S T A T E O F M I S S O U R I

PRO F E S S I ONA L ENG I N

EE

R

CHRISTOPHER

M. SAFFORD

NUMBER

PE-2010011674

S T A T E O F M I S S O U R I

PRO F E S S I ONA L ENG I N

EE

R

JEFFREY A.

GRATZER

NUMBER

PE-1999137696

pg. 2

I hereby certify that the Divisions specification sections listed in the table below were prepared by me or

Craig Lynn Schuenemann License #: 2015007443 Expiration date: 12/31/2027

Division 03 Division 05 Division 09

I hereby certify that the Divisions specification sections listed in the table below were prepared by me or

Steven R. Weiss License #: 2025017518 Expiration date: 12/31/2027

Division 04 Division 06 Division 07 Division 08 Division 10

ARCH I T E CT

STEVEN R.

WEISS

NUMBER

A-2025017518

S T A T E O F M I S S O U R I

PRO F E S S I ONA L ENG I N

EE

R

CRAIG L.

SCHUENEMANN

PE-2015007443

pg. 3

I hereby certify that the Divisions specification sections listed in the table below were prepared by me or

Jeremy Farrer License #: 2022009026 Expiration date: 12/31/2026

Division 26 40 61 13 40 61 20 40 61 21 40 61 26 40 61 30 40 61 93 (and I/O List) 40 61 96 40 63 43 40 67 15 40 67 63 40 70 00 40 72 00 40 73 00 40 74 00 40 78 00 40 79 00

PRO F E S S I ONA L ENG I N

EE

R

JEREMY E.

FARRER

PE-2022009026

SPECIFICATIONS

DIVISION 01

GENERAL REQUIREMENTS

Donohue & Associates, Inc. SUMMARY OF WORK Project No. 14332 - PS 01 11 00-1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 – GENERAL

1.01 SUMMARY

A. The Work of this Contract is generally described as Construction of a new wastewater pump station and underground concrete equalization basin (storage) including sitework, yard piping, structural, architectural, process piping and equipment, heating / air conditioning, electrical and instrumentation and control. See specification 01 52 00 for details regarding site security and temporary fencing.

1.02 WORK BY OTHERS

A. Work on Site or in the project vicinity which will be, or has been executed prior to, or after, start of Work on this Contract and may be concurrent to this Contract, but is excluded from this Contract:

1. South Brooks Drive Sanitary Improvements. This work includes the construction of approximately 3,000 feet of new 18-inch sanitary sewer and approximately 2,300 feet of new 12-inch force main starting near Truman Drive and South Brooks Drive, then going east along South Brooks Drive and North along Jasper Drive.

2. Work for providing electric service by the utility company. See 1.03.F for details.

B. Owner will contract separately for the above-described work.

1.03 WORK SEQUENCE / SHUT DOWN PLAN

A. Construct Work in accordance with following requirements and to accommodate operation of existing pump station during construction period. Coordinate construction progress schedule and operations with Engineer and Owner. Owner reserves right to place facilities taken out of service by Contractor back into service on emergency basis upon notification to Contractor.

B. Bypassing of untreated or partially treated sewage to surface water of drainage courses is strictly prohibited during construction. In the event accidentally bypassing is caused by the Contractor’s operations, the Owner shall immediately be entitled to employ others, at the Contractor’s expense, to stop the bypassing without giving written notice to the Contractor.

C. Penalties imposed on the Owner as a result of any bypass caused by the actions of the

Contractor, his employees, or subcontractors, shall be borne in full by the Contractor, including legal fees and other expenses to the Owner resulting directly or indirectly from the bypass.

D. Draining, Cleaning, and Dewatering of Tanks, Channels, Conduits and Piping

1. Unless specified otherwise, draining, cleaning, and dewatering of tanks, channels, conduits, piping, and other facilities and proper disposal of removed solids shall be performed by Contractor as required to complete Work.

2. Unless specified otherwise, Owner will not drain, clean, and dewater facilities to enable Contractor to complete Work.

3. Contractor shall maintain facilities clean and dry as required to complete Work, including control and temporary pumping of leakage from isolation facilities and water resulting from precipitation.

SUMMARY OF WORK Donohue & Associates, Inc.

01 11 00-2 Project No. 14332-PS

4. Unless specified otherwise, the Contractor shall pump draining, cleaning, and dewatering material to the existing pump station wet well.

E. Wastewater flow through the existing pump station must be maintained at all times except as specified below. Contractor shall plan, schedule, and coordinate Work such that degree of wastewater pumping during construction shall be equal to or exceed degree of wastewater pumping prior to construction. Flow rates up to 2,600 gpm may occur. Normal flow rate ranges from 500 to 750 gallons per minute.

F. Electrical Sequence:

1. Coordinate with electric utility to provide shielding of overhead power conductors / lines.

2. Install new utility CT meter cabinet and main service fused disconnect switch 200-MET-1, as shown on drawings.

3. Install two (2) new 4-inch conduits for the utility secondary feeder and route to meter cabinet per utility requirements.

4. Temporarily feed existing pumps and electrical equipment from new 200-MET-1 during construction and remove existing service conduit and conductors to Utility transformer.

5. Provide connection to new electrical panel in electrical building.

6. Once new pumping equipment is tested, remove existing electrical equipment and temporary feed to 200-MET-1.

7. Coordinate all Service work with Utility Company.

G. Pumping at the existing pump station may be interrupted as noted below in items I, J and K for construction of the 36-inch RWW connection to the existing wet well, the construction at the existing wet well, and construction of the forcemain connection.

1. Contractor shall not schedule any interruption / shut down until after the Owner and

Engineer have approved Contractor’s shut down plan.

2. Interruptions / shut down shall not be made during peak flow months (March, April, May and June).

3. Interruptions / shut down for construction at existing wet well and forcemain connection shall not be made if rain has occurred in Cole County during 72-hour period ending with planned start of interruption.

4. Interruptions / shut down for construction at existing wet well and forcemain connection shall not be made if rain is predicted by National Weather Service for Cole County during 72-hour period beginning with planned start of interruption.

5. Contractor shall include the schedule interruptions in their project schedule.

6. Interruptions shall not be made without Owner’s permission. Contractor shall provide a minimum of 72 hours notice to Owner prior to any shut down.

H. Equalization Basin Construction Requirements:

1. Shielding of overhead electric will be required by electric utility. Coordinate all work and requirements with electric utility.

2. Clean out equalization basin after construction and use for bypass pumping to remove sediment and other materials that have entered during construction.

I. New 36-inch RWW Sewer Connection to Existing Wet Well Construction Requirements

1. Construction of the 36-inch RWW sewer connection into the existing wet well consists of coring hole in the existing wet well wall and pipe connection to the existing structure.

2. The existing pump station may be shut down for a period of 4 hours to complete this work.

Donohue & Associates, Inc. SUMMARY OF WORK Project No. 14332 - PS 01 11 00-3

3. This work may be conducted during overnight hours during low flow conditions (Between midnight and 4 am), with the prior approval of the Owner.

4. Notifications to property owners regarding the pump station shut down shall be provided a minimum of 72 hours prior to the scheduled work.

J. Existing Wet Well Construction Requirements:

1. Prior to beginning work at the existing wet well, all of the new structures and equipment for the new pump station shall be constructed with functional testing accepted for the pumps before work within the existing wet well can be started.

2. Construction at the existing wet well consists of the following work items.

a) Removal of top portions of the existing wet well structure and installation of new top portion.

b) Filling the bottom of the existing wet well structure as shown on the drawings.

3. Contractor shall maintain flow for the pump station to complete the work items is noted.

Provide temporary facilities to pump wastewater from existing sanitary sewer (within South Brooks Drive) to new equalization basin.

4. See Specification 01 53 05 for additional requirements related to temporary pumping systems / bypass pumping.

5. Provide temporary support for existing pipes around the existing wet well.

K. Forcemain Connection Construction Requirements:

1. Construction for the new 12-inch forcemain connection to the existing 10-inch forcemain consists of a new 12-inch x 12-inch cross with 12-inch x 10-inch reducers and new isolation valves.

2. All of the new structures and equipment for the new pump station shall be constructed with functional testing accepted for the pumps before work on the forcemain connection can be started.

3. Flows in the system can be stored in the new equalization basin structure during this shut down.

4. Total time that pump station can be shut down for tie-in is 8 hours.

5. Provide temporary support for existing pipes around the connection.

L. New 30-inch Storm Sewer Construction Requirements:

1. Construction for the new 30-inch gravity storm sewer shall not be started until work on the pump station wet well and equalization basin have reached substantial completion.

2. Connections from the existing 24-inch storm sewers to the new double inlet shall be made during dry weather.

1.04 CONTRACTOR’S USE OF PREMISES

A. Conduct operations to ensure least inconvenience to Owner and public and operation of existing facility. The project site is located at an existing park, and the Contractor shall restrict work to the construction limits noted on the plans. At the end of each work day, Contractor shall make sure that the site is secured to restrict entrance into the construction limits of the project site. See specification 01 52 00, 2.10 for additional details.

B. Cooperate with Owner and County public officials during construction operations to minimize conflict and to facilitate public use and Owner’s operations.

C. When keys to locked areas are needed to provide access to areas to perform Work, obtain from Owner. Return keys at end of day’s Work.

SUMMARY OF WORK Donohue & Associates, Inc.

01 11 00-4 Project No. 14332-PS

D. Employees of Contractor and Subcontractors involved in Work shall wear identifying button or badge when working in facilities occupied by Owner.

E. Due to potential health hazards and requirements of the Missouri Department of Natural

Resources, and U.S. EPA, existing wastewater facilities must be maintained in operation during the construction of the new facility.

F. Contractor shall discuss and coordinate with Owner and Engineer prior to removing equipment from service in order to complete Work. Owner will, at Owner’s discretion, request equipment to be placed back into service if out of service equipment will cause adverse effects on plant operation.

G. Obtain and pay for use of additional storage or Work areas needed for operations at no additional cost to Owner.

1.05 OWNER OCCUPANCY OF PREMISES

A. Owner will occupy site and existing facilities during entire construction period for conduct of normal operations.

B. Owner reserves right to partially occupy and to place and install equipment in completed areas of facilities, prior to Substantial Completion, provided that such occupancy does not interfere with completion of Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the Work.

C. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon partial occupancy, Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the facility.

1.06 SUBMITTALS

A. Contractor to prepare and submit shut down plan to Owner and Engineer for review and approval a minimum of forty-five (45) days prior to conducting work. Submittal to include Contractor’s proposed plan for the shut down (if any) including schedule / duration, equipment to be taken out of service, list of backup equipment and supplies available during the shut down, list of personnel proposed to be on-site during the shut down, and list of personnel that can be available to be on-site if needed.

B. Submit in accordance with Specification 01 33 00.

PART 2 – PRODUCTS

(Not Used)

PART 3 – EXECUTION

(Not Used)

END OF SECTION

Donohue & Associates, Inc. SCHEDULE OF VALUES

Project No. 14332-PS 01 29 73-1

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 - GENERAL

A. Provide a detailed breakdown of the Contract Price showing amounts and quantities allocated to each of the various parts of the Work.

B. Upon request of Engineer, support amounts and quantities with data substantiating their correctness.

1.02 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Schedule shall be typed on 8-1/2-in. by 11-in. white paper. Contractor’s standard forms and automated printout will be considered for approval by Engineer upon request. Include following:

1. Project title.

2. Project location.

3. Owner.

4. Engineer.

5. Engineer’s project number.

6. Name and address of Contractor.

7. Contract designation.

8. Date.

B. Identify installed value of Work in sufficient detail to serve as basis for computing values for progress payments during construction.

C. Provide a separate listing of general items, such as bonds, insurance, mobilization, field supervision, construction facilities, allowances, and record documents.

D. Follow Project Manual table of contents as format for listing component items. At a minimum, listing shall include material cost and total installed cost for each Specification Section for each structure as listed in this Section.

1. Identify each line item with number and title of respective Specification Division and

Section.

2. Include directly proportional amount of Contractor’s overhead and profit.

3. For items on which progress payments will be requested for stored materials, break down value into:

a. Cost of materials, delivered and unloaded.

b. Total installed value.

E. Provide listing of items for sitework and for each structure as follows:

1. Contractor’s Overhead.

a. Bonds and Insurance

b. Mobilization

c. Office Support

d. Field Supervision

SCHEDULE OF VALUES Donohue & Associates, Inc.

01 29 73-2 Project No. 14332-PS

e. Demobilization

2. Sitework.

3. 050 – Wet Well

4. 100 – Equalization Basin

5. 200 – Electrical Building

F. Sum of values listed shall equal total Contract Price.

G. Provide additional breakdown as required by Engineer.

(NOT USED)

Donohue & Associates, Inc. PROJECT MEETINGS Project No. 14332-PS 01 31 19-1

SECTION 01 31 19

PROJECT MEETINGS

A. Engineer will conduct preconstruction conference in accordance with the Special Provisions and this Section.

B. To enable orderly review during progress of the Work, and to provide for systematic discussion of problems, the Contractor shall conduct progress meetings, construction foreman’s meetings, and specially called meetings throughout the construction period.

Owner and Engineer may attend meetings. Contractor shall:

1. Prepare agenda.

2. Distribute written notice of specially called meetings a minimum of 1 working day in advance of the meeting date. Notice by electronic mail is acceptable.

3. Make physical arrangements for meetings.

4. Preside at meetings.

5. Record meeting minutes.

6. Prepare formal minutes within 3 working days after meeting and distribute electronic copies to:

a. Meeting participants.

b. Affected parties.

c. Engineer and Owner

1.02 QUALIFICATIONS

A. Representatives of Contractor, Subcontractors, and Suppliers attending the meetings shall be authorized to act on behalf of entity each represents.

B. Revisions to Minutes:

1. Unless published minutes are challenged in writing prior to the next regularly scheduled progress meeting; they will be accepted as properly stating the activities and decisions of the meeting.

2. Challenge to the minutes shall be settled at the regularly scheduled meeting.

PART 2 – PRODUCTS

(NOT USED)

3.01 PRECONSTRUCTION CONFERENCE

A. Location: To be selected by Owner.

B. Attendance:

1. Contractor’s Project Manager.

2. Contractor’s Resident Superintendent.

3. Contractor’s “hands-on” person designated to submit Shop Drawings to Engineer.

PROJECT MEETINGS Donohue & Associates, Inc.

01 31 19-2 Project No.14332-PS

4. Subcontractors’ or Suppliers’ representatives Contractor may desire to invite or Engineer may request.

5. Owner’s representatives.

6. Engineer’s representatives.

7. Local utility representatives, if applicable.

C. Agenda:

1. Organizational arrangement of Owner’s and Engineer’s forces.

2. Organizational arrangement of Contractor’s, Subcontractors’, and material and equipment Suppliers’ forces.

3. Contract Documents, including distribution of required copies.

4. Project safety.

5. Preliminary Construction Progress Schedule.

6. Check of required bonds and insurance.

7. Liquidated damages.

8. Preliminary schedule of Shop Drawing submissions.

9. Procedures for handling submittals.

10. O & M submittals.

11. Channels and procedures for communications, correspondence, and project coordination.

12. Weekly and monthly meetings.

13. Equal opportunity requirements.

14. Laboratory and field testing requirements.

15. Provisions for inventory of material stored on-site or off-site.

16. Schedule of values.

17. Application for progress payments.

18. Field Order and Change Order procedures.

19. Project Record Documents.

20. Posting of required signs and notices.

21. Other business.

3.02 MONTHLY PROGRESS MEETINGS

A. Schedule monthly meetings.

B. Location: Contractor’s field office.

C. Attendance:

1. Contractor’s Project Manager.

2. Contractor’s Resident Superintendent.

3. Affected Subcontractors.

D. Suggested Agenda:

1. Review of minutes of previous meeting.

2. Review of Work progress since previous meeting.

3. Project safety concerns.

4. Field observations, problems, conflicts.

5. Problems impeding Construction Progress Schedule.

6. Review of off-site fabrication, delivery schedules.

7. Corrective measures and procedures to regain conformance with Construction Progress

Schedule.

8. Revisions to Construction Progress Schedule.

9. Issues raised by Owner and Engineer.

Donohue & Associates, Inc. PROJECT MEETINGS Project No. 14332-PS 01 31 19-3

10. Proposed progress and schedule for succeeding Work period.

11. Coordination of schedules.

12. Review and update of submittal schedule.

13. Maintenance of quality standards.

14. Pending changes and Substitutions.

15. Effect of proposed changes on Construction Progress schedule.

16. Review of Project Record Documents.

17. Other business.

E. Agenda containing specific subjects to be discussed shall be provided to each attendee and to the Owner and Engineer at least 5 working days before the meeting.

3.03 CONSTRUCTION FOREMAN’S MEETING

A. Schedule weekly.

B. Location: Contractor’s field office.

C. Attendance:

1. Resident Superintendent.

2. Subcontractors’ foremen.

D. Suggested Agenda:

1. Review of Work progress since previous meeting.

2. Proposed progress and schedule for succeeding Work period.

3. Field observations, problems, conflicts.

4. Problems that affect Construction Progress Schedule.

Donohue & Associates, Inc. PROGRESS SCHEDULE Project No. 14332-PS 01 32 16-1

SECTION 01 32 16

PROGRESS SCHEDULE

(BAR CHART METHOD)

A. Submit preliminary Progress Schedule within ten (10) days after the effective date of the construction contract. This shall include the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the contract.

1.02 SUBMITTALS

A. Three days before the conference to discuss schedules, submit, electronically, preliminary schedule, and subsequent revisions thereof, to Engineer and Owner for review.

B. Three days prior to monthly Project Meetings as required by Section 01 31 19, furnish 4 copies of proposed revised schedule to Owner and Engineer. Furnish revised schedule to Subcontractors as appropriate.

C. In addition to submission requirements defined herein, post progress schedule to document management website.

D. Failure to submit schedules on a timely basis shall be considered cause for withholding progress payments.

1.03 WORKING HOURS

A. Comply with requirements of Special Provisions.

B. No Work shall be done between 6:00 p.m. and 7:00 a.m., nor on Saturdays, Sundays or legal holidays without written permission of Owner. Emergency work may be done without prior permission.

C. Such permission may be revoked at any time by Owner if Contractor fails to maintain adequate equipment and supervision for proper prosecution and control of Work. Revocation shall not entitle Contractor to change in Contract Price or Contract Time.

3.01 FORM OF SCHEDULE

A. Prepare schedule in form of horizontal bar chart.

1. Provide separate horizontal bar for each trade, activity or operation.

2. Provide continuous vertical line to identify first working day of each week.

3. Scale and space to allow for notations and future revisions.

B. Format of Listings: Chronological order of start of each activity or operation.

PROGRESS SCHEDULE Donohue & Associates, Inc.

01 32 16-2 Project No. 14332-PS

3.02 CONTENT OF SCHEDULE

A. Show complete sequence of construction by activity or operation.

B. Show dates for beginning and completion of each major element of construction and installation dates for major equipment items. Include:

1. Each individual task of construction.

2. Procurement of equipment and systems including Shop Drawing submittals, Engineer’s review of submittals, shop tests, and delivery dates.

3. Identification of Work that will affect existing plant operations.

4. Services of manufactures’ representatives.

5. Startup dates for major equipment.

6. Field tests.

7. Dates of Substantial and Final completion.

8. Subcontractor Work items.

9. Allowance for inclement weather.

10. MBE, WBE, and SBE activities.

11. O&M data activities.

12. Contractor-provided training.

C. Show projected percentage of completion for each activity as of first day of each month.

3.03 REVISIONS TO SCHEDULE

A. Each month Contractor shall receive update information from Subcontractors and Suppliers which shall be included in current schedule. Revised schedule shall indicate changes such as:

1. Major changes in scope.

2. Activities modified since previous submittal.

3. Revised projections of progress and completion.

4. Other identifiable changes.

B. Provide narrative report to define following:

1. Problem area and anticipated delays and their impact on schedule.

2. Corrective action recommended and its effect.

3.04 MONTHLY PROGRESS MEETINGS

A. Once each month, in accordance with Section 01 31 19, Progress Schedule will be reviewed.

Progress will be reviewed:

1. To identify those activities started and completed during previous period.

2. For remaining duration required to complete each activity started, but not completed.

3. For durations of selected activities not yet started.

4. For effect of Change Orders and proposed sequencing.

B. Update schedule accordingly.

3.05 DELAYS AND RECOVERY

A. If, at any time during the Project, Contractor fails to complete activity by its latest scheduled completion date, Contractor shall, within 5 working days, submit to Engineer written

Donohue & Associates, Inc. PROGRESS SCHEDULE Project No. 14332-PS 01 32 16-3 statement as to how and when work force will be reorganized to return to current Progress Schedule.

B. If, during schedule review meetings, it becomes apparent that milestone completion dates or times established in Section 01 11 00 or Contract completion dates will not be met due to a delay, disruption, or interference caused by or within the control of Contractor, Contractor shall take some or all of the following actions:

1. Increase construction staffing in such quantities and crafts as shall eliminate backlog of

Work.

2. Increase number of working hours per shift, shifts per day, Work days per week, amount of construction equipment or combination of foregoing sufficient to substantially eliminate backlog of Work.

3. Reschedule Work activities to achieve concurrency of accomplishment.

C. Under no circumstances will addition of equipment or construction forces, increasing working hours or other method, manner or procedure to return to current Progress Schedule be considered justification for Contract modification or treated as acceleration.

Donohue & Associates, Inc. CONSTRUCTION PHOTOGRAPHS

Project No. 14332-PS 01 32 33-1

SECTION 01 32 33

CONSTRUCTION PHOTOGRAPHS

A. Provide digital-format photographs taken at the specified stages during construction, and in accordance with provisions of this Section.

B. Provide color video of existing facilities taken before commencement of construction.

1.02 SUBMITTALS

A. Submit digital photographs on electronic media acceptable to the Engineer. Digital photographs shall be common retrievable format as specified by Engineer during Preconstruction Conference. Submit with each application for payment.

B. Submit color video of existing facilities using electronic media and format acceptable to the

Engineer. Submit prior to commencement of construction.

C. In addition to submission requirements described above, post digital photographs and color video to Document Management Web Site. Organize files in similar manner to Contract Drawings (sitework, and by structure).

PART 2 - PRODUCTS

2.01 PHOTOGRAPHS

A. Provide electronic color prints:

1. Electronic files shall be in JPG, TIFF, or other commonly used format. Files shall be named to adequately describe the photo without the need to open the file.

2. Project name.

3. Engineer’s project number (14332-PS).

4. Orientation of view.

5. Date and time of photograph.

6. Photograph number.

7. Contractor name and address.

B. Submit approved electronic storage with the appropriate information shown under paragraph

2.01 A. above.

PART 3 - EXECUTION

3.01 PHOTOGRAPHIC REQUIREMENTS

A. Take photographs at each major stage of construction.

1. Before commencement of construction.

2. At intervals sufficient to record construction progress but no less than at monthly intervals during construction of facilities. Photographs need show only new Work for that month.

CONSTRUCTION PHOTOGRAPHS Donohue & Associates, Inc.

01 32 33-2 Project No. 14332-PS

B. Make each photograph clear, in focus, with high resolution and sharpness, and with minimum distortion.

3.02 VIEWS

A. Make photographs from three separate locations around Work and for each major structure.

B. Select locations to provide diversified overall views of Work, from positions that are expected to remain accessible throughout progress of Work. Locations shall adequately illustrate condition of construction and state of Project.

C. When directed by Engineer, because of stage of construction, change one or more locations to new locations inside or outside structure.

Donohue & Associates, Inc. SUBMITTAL PROCEDURES Project No. 14332-PS 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURES

A. Requirements for Work-related (non-administrative) submittals including Substitutes and “Or- Equal” items, Shop Drawings, product data, Samples, test results, and other miscellaneous Work-related submittals.

1. Submittals for certification of installation, instructional, and post-startup services are specified in Section 01 61 00.

2. Submittals for operation and maintenance data are specified in Section 01 78 23.

3. Submittals for record drawings are specified in Section 01 78 39.

B. Administrative Submittals: Procedures concerning items such as listing of manufacturers, Suppliers, Subcontractors, Progress Schedule, bonds, payment applications, insurance certificates, Schedule of Values, and photographs are specified elsewhere.

C. Work–Related Submittals:

1. Substitute and “Or-Equal” Items:

a. Includes material or equipment described in the Special Provisions, and Section 01

61 00 which Contractor requests Engineer to accept, after Effective Date of the Agreement.

2. Shop Drawings:

a. Includes technical data and drawings specifically prepared for this Project, including fabrication and installation drawings, diagrams, data sheets, schedules, templates, patterns, reports, instructions, design mix formulas, measurements, and similar information not in standard printed form.

3. Product Data:

a. Includes standard catalog type printed information on manufactured materials, equipment and systems that has not been specifically prepared for this Project, including manufactures’ product specifications, catalog cut sheets, standard wiring diagrams, printed performance curves, mill reports, and standard color charts.

4. Samples:

a. Includes fabricated and manufactured physical examples of materials, products, and units of Work, including complete units, partial cuts of manufactured or fabricated Work, swatches showing color, texture, and pattern, and units of Work to be used for independent inspection and testing.

b. Mock-ups are special forms of Samples too large or otherwise inconvenient for handling in manner specified for transmittal of Sample submittals.

5. Test Results:

SUBMITTAL PROCEDURES Donohue & Associates, Inc.

01 33 00-2 Project No. 14332-PS

a. Includes source and field quality inspection and test reports, actual performance curves, and certifications of results prepared specifically for equipment, material, and systems provided for this Project.

6. Miscellaneous Submittals:

a. Work-related submittals that do not fit in previous categories, including schedules, guarantees, warranties, certifications, maintenance agreements, workmanship bonds, survey data and reports, physical work records, copies of industry standards, field measurements, extra materials, keys, and similar information, devices, and materials applicable to Work.

3.01 DOCUMENT MANAGEMENT WEB SITE – ELECTRONIC DOCUMENT SUBMISSION

A. General

1. Document Management Web Site Supplier:

a. eCommunication, by Eastern Engineering

b. Or Approved Equal.

2. Software tool specifically designed for construction related document management.

3. Primary means of submittal shall be electronic.

4. Provide web based document storage, notification, and transfer.

5. Contractor to include costs to set up and to maintain site throughout the duration of the

Project.

B. Minimum System Features.

1. Defined work flow directed submission, review, and approval process for various types of contract related documents. Work flow process shall be specific to type of document.

Include specific work flow process for:

a. Requests for substitutes.

b. Shop drawings and product data.

c. Test results.

d. Operation and Maintenance data.

e. Request for Proposals

f. Request for Information

g. Work Directive Changes

h. Pay requests, both draft and final versions.

i. Guarantees, Warranties, Maintenance Agreements, and Workmanship Bonds

j. Survey Data

k. Certifications

l. Closeout Submittals.

m. Miscellaneous Project related documents including

1) Contract Documents - plans, specifications, and addenda.

2) Project schedule.

3) Schedule of Values,

4) Permits,

5) Project forms for document transmittal, Project No. 14332-PS 01 33 00-3

6) Construction photographs and video,

7) Inspection reports,

8) Project meeting minutes,

9) Contact information for each team member,

n. Add additional categories as required by Project specific needs at no additional cost to Owner.

2. Defined work flow roles, responsibilities, and capabilities for defined teams including:

a. Owner

b. Engineer

c. Contractor

d. Add additional teams as required by Project specific needs. Examples:

1) Sub Contractor

3. Activities listed below shall be available based on team membership and agreed to team based roles, and agreed to work flow process for a given category of activity:

a. View items

b. Submit new item.

c. Add files

d. Sign and annotate files

e. Process item

f. Send item back to previous step

g. Forward the item

h. Share the item

4. All submittals shall be posted in a searchable, bookmarked PDF format with the exception of Requests for Information (RFIs). RFIs shall be posted in Microsoft Word format. Maximum file size for submission shall be 50 MB. Submittals larger than 50 MB should be submitted as separate files within the same submittal.

5. Include tools to allow basic mark-up and annotation of files.

6. Provide email notification that submittal, RFI, or other item needs the attention of a team member.

7. Active item list of items requiring attention based on team member.

8. Ability of team members to add signature (PNG) or action stamp to files, based on assigned user rights.

9. Document library listing all closed documents posted on site, with ability of team members to view, print, or save items based on assigned user rights.

10. Ability to create and generate logs and reports.

11. Ability to view and download stored documents.

C. Provide System Set Up With Input From the Owner and Engineer.

1. Obtain and input email address of all project members intended to receive notification of submittal availability. Obtain and configure passwords to limit access to site. Include up to 20 persons for distribution and access.

2. Modify system configuration as required for project specific requirements throughout the duration of the Project.

D. Provide Training For All Team Members on Use of the System.

1. Initial training sessions shall consist of a minimum of two (2) one (1) hour sessions. Each session shall be repeated once to accommodate team member availability.

01 33 00-4 Project No. 14332-PS

2. Coordinate training dates and times at least one week in advance of proposed training dates.

3. Have training manuals available at least one day prior to training session.

4. Training shall occur in a mutually agreed to location, or may be offered via web based interactive session.

5. Provide additional follow-up training as needed at no additional cost to Owner.

E. Security:

1. Cloud hosted in off-site Tier-1 environment.

2. Include daily back-ups and redundant disk arrays (RAID 6).

3. Enterprise level firewall, monitored for intrusion, spam and virus, and physical security.

4. Capability for encrypted data transmission.

F. Project Closeout, File Retention, and Document Delivery:

1. Within 4 weeks of final closeout of the Project, all project files present on the Document

Management Web Site shall be archived for long term storage.

2. Archived files shall be linked within a menu driven file structure accessible using Adobe

Acrobat. Files shall be archived using the same file names and within the same file structure used on the web site interface.

3. Archived files shall be delivered on thumb drive or DVD. Provide up to ten (10) copies, and deliver to Owner, Engineer, and Contractor.

3.02 SUBMITTAL PROCEDURES

A. Scheduling:

1. Provide preliminary and final schedule of submittals indicating time requirements for coordination of submittals with performance of Work.

2. Times scheduled shall indicate completion of submittal approval process for Substitute and “Or-Equal” items, Shop Drawings, product data, and Samples not later than 60 days prior to beginning systems demonstrations specified in Section 01 79 10. Completion of submittal process for above submittals will have been achieved when submittals have been returned to Contractor with submittal action of either “Approved” or “Approved As Noted”. For planning purposes, Engineer has set a goal of 14 days for review of simple/single discipline submittals, and 28 days for review of complex/multi discipline submittals. Each resubmittal will have same review times.

3. Adjust schedule of submittals periodically to reflect revisions to Progress Schedule.

B. Coordination:

1. Coordinate preparation and processing of submittals with performance of Work.

Coordinate each submittal with other submittals and related activities such as substitution requests, testing, purchasing, fabrication, delivery, and similar activities.

2. Coordinate submission of different units of interrelated Work so submittal will not be delayed by Engineer’s need to review related submittal. Engineer may withhold action on submittal requiring coordination with other submittals until related submittals are provided.

3. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related Work and other applicable activities.

C. Submittal Preparation:

Project No. 14332-PS 01 33 00-5

1. Stamp and sign each submittal certifying to review and approval of submittal, verification of material and equipment, field measurements, field construction criteria, and coordination of information with Contract Documents.

2. Submittals shall contain sufficient detail to confirm compliance with the requirements of the respective specification section. Submittals shall not contain excessive, non-pertinent information.

3. Submittals shall be complete for all material and equipment specified in each section.

Partial submittals are not acceptable.

4. Transmittal Form: Identify following:

a. Date

b. Transmittal and Submittal number

c. Project

d. Name and signature of Contractor:

e. If submittal is for substitute, identify as “Substitute” on transmittal.

f. Specification section and/or Drawing numbers.

g. Description of submittal (i.e. equipment identification numbers, motor numbers, etc.)

h. Variations from Contract Documents

5. The electronic submittal shall be in searchable, bookmarked PDF format.

6. Electronic submittal document shall be created with OCR (Optical Character Recognition) to allow for full alphanumeric recognition of printed characters

D. Resubmittal Preparation:

1. Comply with requirements for Submittal Preparation above, and in addition:

a. Identify on transmittal form submittal is a resubmission.

b. Make corrections or changes in submittal required by Engineer’s notations on returned submittal.

c. On transmittal or separate page, answer or acknowledge in writing notations or questions indicated on Engineer’s transmittal form of returned submittal.

1) Identify each response by question or notation number established by Engineer.

2) If Contractor does not respond to each notation or question, resubmission will be returned without action by Engineer until Contractor provides written response.

d. Contractor-initiated revisions or variations:

1) On transmittal form, identify variations or revisions from previously reviewed submittal.

3.03 SPECIFIC SUBMITTAL REQUIREMENTS

A. General:

1. Comply with requirements specified below for each indicated type of submittal. Specific submittal requirements for individual units of work are specified in applicable Specification section.

2. If Engineer has responded to Request for Information submitted by Contractor, include Engineer’s response with submittal.

B. Requests for Substitutes:

1. Collect data for items to be submitted for review as Substitute into one submittal for each item of material or equipment in accordance with paragraph 7.06 of the General and Supplementary Conditions.

01 33 00-6 Project No. 14332-PS

2. Submit with other scheduled submittals for material and equipment allowing time for Engineer to evaluate additional information required to be submitted.

3. If Contractor requests to substitute for materials or equipment specified, but not identified in Specification as requiring submittal, Contractor shall indicate substitution in Submittal Schedule.

C. Shop Drawings:

1. Maximum size 22 in. by 34 in.

2. Submit graphic information at accurate scale with name of preparer indicated.

3. Show dimensions and note which are based on field measurements.

4. Indicate compliance with standards and notation of coordination requirements.

5. Highlight, encircle or otherwise indicate variation from Contract documents or previous submittals and revisions on resubmittals.

6. Do not use Engineer’s Drawings as Shop Drawings.

7. Provide blank space for Contractor stamps.

8. Provide 4-in. by 8-in. blank space for Engineer stamps.

D. Product Data:

1. Collect required data into single submittal for each unit of Work or system. Where product data includes information on several similar materials or equipment, some of which are not require for use in Project, mark copies to show which items are not applicable to Project.

E. Samples:

1. Provide Samples physically identical with proposed materials and equipment to be incorporated into work. Where variations in color, pattern, and texture are inherent in product, submit multiple units (not less than 3) showing approximate limit of variations.

2. Provide full set of option Samples where selection by Owner or Engineer is required.

3. Include information with Sample to show generic description, source, product name, manufacturer, limitations, and compliance with standards.

4. Submit Samples with other related elements of work.

5. Submit two (2) sets of Samples where Specifications indicate Engineer’s selection of color, pattern, texture or similar characteristics from manufacturer’s range of standard choices is necessary. Neither set will be returned.

6. Maintain set of Samples at Project site, in suitable condition and available for quality control comparisons throughout course of Work.

F. Test Results:

1. Identify each test by Specification section and type of test.

2. Submittal is to confirm that results of tests verify materials, products, and systems comply with Contract Documents and are not for approval.

G. Miscellaneous:

1. Guarantees, Warranties, Maintenance Agreements, and Workmanship Bonds:

a. Refer to Specification sections for requirements.

b. Provide 2 executed copies. Provide 2 additional copies where required for operation and maintenance data.

2. Survey Data:

Project No. 14332-PS 01 33 00-7

a. Refer to Specification sections for requirements of property surveys, building or structure condition surveys, field measurements, quantitative records of actual work, damage surveys, and similar data.

3. Certifications:

a. Refer to Specification sections for requirements.

4. Closeout Submittals;

a. Refer to Specification sections for requirements of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar units to be submitted.

H. American Iron and Steel Certification:

1. This project is being partially funded by the Clean Water State Revolving Fund which requires that all "iron and steel products" used for a project for the construction, alteration, maintenance, or repair of a public water system or treatment works are produced in the United States. “Iron and Steel products” means the following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, conduit, reinforced precast concrete, and construction materials.

2. Contractor shall provide a certification letter in their submittals from such suppliers documenting compliance with American Iron and Steel requirements.

3.04 ACTION ON SUBMITTALS

1. Except for submittals for record and similar purposes, where action and return is not required or requested, Engineer will review each submittal, mark the appropriate action, and return.

2. Where submittal must be held for coordination, Engineer will so advise Contractor without delay.

3. Engineer will stamp each submittal with uniform, self-explanatory action stamp, appropriately marked with submittal action.

B. Unsolicited Submittals:

1. Engineer will return unsolicited submittals without reviewing.

C. Action Stamp:

1. Marking: “Approved”

a. Work covered by submittal may proceed provided it complies with Contract

Documents. Acceptance of Work depends on that compliance.

b. After approval, Contractor is to submit two bound copies of all “Approved” submittals to Engineer.