LS60_Bypass_Specs_2024.10.18.pdf

NEW SYMRNA BEACH UTILITIES

LIFT STATION 60 BYPASS PUMP

TECHNICAL SPECIFICATIONS

Final

August 2024

00 00 05 - 1

SIGNATURE PAGE

00 00 05 - 1 NSBU Lift Station #60 Bypass Pump

NEW SMYRNA BEACH LS #60 BYPASS PUMP

SIGNATURE PAGE

DIVISION 01 - GENERAL

REQUIREMENTS

01 11 00 Summary of Work 01 22 00 Measurement and Payment 01 29 73 Schedule of Values 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Photography and Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and

Controls 01 57 13 Storm Water Pollution

Prevention Plan 01 66 00 Product Storage and Handling

Requirements 01 71 23 Construction Staking and As-

Built Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance

Data 01 78 39 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 41 13 Selective Site Demolition

DIVISION 09 – PAINTING AND COATING

09 90 00 Painting of Infrastructure

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing 31 25 00 Erosion and Sediment Control

DIVISION 33 - UTILITIES

33 05 05 Hydrostatic Testing 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 10 Ductile Iron Pipe and Fittings 33 11 15 HDPE Pipe for Sanitary Sewer 33 12 00 Valves and Appurtenances 33 35 00 Diesel Bypass Pump

Engineer of Record Division 01, 02, 09, 31, 33

Professional Engineer’s Seal:

Signature

Kelly Smith, P.E.

Florida License No. 69876

October 18, 2024 Date

Address:

Kimley-Horn and Associates, Inc.

12740 Gran Bay Parkway West Suite 2350 Jacksonville, FL 32258

Phone Number: 904-828-3900

00 00 05 - 2

00 00 05 - 2 NSBU Lift Station #60 Bypass Pump

PROJECT NAME: NSBU LS #60 BYPASS PUMP

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete 03 60 00 Grouting

Engineer of Record Division 03

Professional Engineer’s Seal:

Signature

Cory Salt, P.E.

Florida License No. 54640

October 18, 2024 Date

Address:

Kimley-Horn and Associates, Inc.

1920 Wekiva Way #200 West Palm Beach, FL 33411

Phone Number: 561-845-0665

00 00 05 - 3

00 00 05 - 3 NSBU Lift Station #60 Bypass Pump

PROJECT NAME: NSBU LS #60 BYPASS PUMP

DIVISION 26 - ELECTRICAL

26 05 00 Electrical – General Provisions 26 05 26 Grounding System 26 05 33 Raceways and Fittings 26 05 60 Miscellaneous Equipment 26 27 27 Wires and Cables

DIVISION 40 - INSTRUMENTATION

40 90 00 PICS – General Provisions

Engineer of Record Division 03

Professional Engineer’s Seal:

Signature

Stephen E. Bailey, P.E.

Florida License No. 42461

October 18, 2024 Date

Address:

Bailey Engineering Consultants 10620 Griffin Road Suite 202 Cooper City, FL 33328

Phone Number: 954-448-7930

END OF SECTION

00 00 05 - 4

00 00 05 - 4 NSBU Lift Station #60 Bypass Pump

[THIS PAGE INTENTIONALLY LEFT BLANK]

00 00 10 - 1

TABLE OF CONTENTS

00 00 10 - 1 NSBU Lift Station #60 Bypass Pump

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 22 00 Measurement and Payment

01 29 73 Schedule of Values

01 31 20 Project Meetings

01 32 16 Construction Progress Schedule

01 32 33 Preconstruction Photography and Video

01 33 00 Submittals

01 35 13 Special Project Procedures

01 45 23 Testing and Inspection Services

01 50 00 Temporary Facilities and Controls

01 57 13 Storm Water Pollution Prevention Plan

01 66 00 Product Storage and Handling Requirements

01 71 23 Construction Staking and As-Built Survey

01 74 23 Cleaning

01 77 19 Closeout Requirements

01 78 23 Operation and Maintenance Data

01 78 39 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 41 13 Selective Site Demolition

DIVISION 03 – CONCRETE

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcement

03 30 00 Cast in Place Concrete

03 60 00 Grouting

DIVISION 09 – FINISHES

09 90 00 Painting of Infrastructure

DIVISION 26 – ELECTRICAL

26 05 00 Electrical – General Provisions

26 05 26 Grounding System

26 05 33 Raceways and Fittings

26 05 60 Miscellaneous Equipment

26 27 27 Wires and Cables

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing

31 25 00 Erosion and Sediment Control

DIVISION 33 - UTILITIES

33 05 05 Hydrostatic Testing

33 05 10 Utility Trench Excavation, Embedment, and Backfill

33 05 26 Utility Markers/Locators

33 05 30 Location of Existing Utilities

33 11 10 Ductile Iron Pipe and Fittings

TABLE OF CONTENTS

Project No. 142782003 00 00 10 - 2 NSBU Lift Station #60 Bypass Pump

33 11 15 HDPE Pipe for Sanitary Sewer

33 12 00 Valves and Appurtenances

33 35 00 Diesel Bypass Pump

DIVISION 40 – INSTRUMENTATION

40 90 00 PICS – General Provisions

01 11 00 - 1

SUMMARY OF WORK

01 11 00 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Location of the Work:

1. The work is located at the New Smyrna Beach Utilities (NSBU) Master Pump

Station #60 located at 1555 Canal Street, New Smyrna Beach, FL 32168. The

Master Pump Station is located east of I-95 and north of State Road 44, near the intersection with Canal Street.

B. The Work to be performed under this Contract includes, but is not limited to, executing the Work set forth in the Contract Documents and generally described as follows:

1. Diesel Bypass Pump System

a. General site work, clearing, grubbing, erosion control, and grading.

b. Demolition of existing chain-link fence and access hatch.

c. Install new reinforced concrete pump and fuel tank pads.

d. Install new diesel driven bypass pump, fuel tank, and fuel piping system.

e. Install new DIP and HDPE bypass piping, fittings, valves, appurtenances, and supports.

f. Install new concrete slab for above grade discharge piping.

g. Install new custom fabricated access hatch.

h. Install new diesel bypass pump electrical, instrumentation, and controls.

i. Install all associated appurtenances as shown on construction plans and project specifications.

C. Related Specification Sections include, but are not necessarily limited to:

1. Division 1 - General Requirements

1.2 REFERENCES [NOT USED]

1.3 APPLICABLE STANDARDS

A. In general, all work is intended to conform to OWNER’s (NSBU) Standards for

Wastewater Rules, Design, and Construction Specifications, latest edition. In the event of a conflict between these project specifications, the aforementioned construction plans and the OWNER Standards, the project specifications and construction plans shall take precedence.

1.4 ADMINISTRATIVE REQUIREMENTS

A. Work Covered by Contract Documents

1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Contract

Documents.

01 11 00 - 2

01 11 00 - 2 NSBU Lift Station #60 Bypass Pump

B. Subsidiary Work

1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Bid Form, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the unit price bid for various bid items.

C. Use of Premises

1. Coordinate uses of premises under direction of the OWNER.

2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site.

3. Use and occupy only portions of the public highways, streets, and alleys, or other public places or other rights-of-way as shown in the Contract Documents or as may be specifically authorized in writing by the OWNER.

a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations.

b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property.

D. Work within Easements

1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property.

2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the

CONTRACTOR and a copy furnished to the OWNER.

3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible the proper prosecution of the

Work.

4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements;

to all water, sewer, and gas lines; to all conduits, overhead lines, or appurtenances thereof; and to all other public or private property adjacent to the Work.

5. Notify the proper representatives of the owners or occupants of the public or private lands which might be affected by the Work.

a. Such notice shall be made at least 48 hours in advance of the beginning of the

Work.

b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work.

01 11 00 - 3

01 11 00 - 3 NSBU Lift Station #60 Bypass Pump

c. The CONTRACTOR shall be responsible for all damage or injury to property resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment.

6. Fence

a. Restore all fences removed or damaged during construction of the Work to the original condition or better.

b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress, when the site is vacated overnight, and at all times to provide site security.

c. The cost for all temporary fence work and repair/replacement of existing fence shall be incidental to the various items bid.

E. Work by OWNER

1. OWNER will perform the following in connection with the Work:

a. Operate all existing valves, gates, pumps, equipment, and appurtenances that will affect OWNER’s operation, unless otherwise shown or specified.

1.5 SUBMITTALS [NOT USED]

1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]

1.7 CLOSEOUT SUBMITTALS [NOT USED]

1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]

1.9 QUALITY ASSURANCE [NOT USED]

1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]

1.11 FIELD [SITE] CONDITIONS [NOT USED]

1.12 WARRANTY [NOT USED]

PART 2 - PRODUCTS [NOT USED]

PART 3 - EXECUTION [NOT USED]

01 11 00 - 4

01 11 00 - 4 NSBU Lift Station #60 Bypass Pump

01 29 73 - 1

SCHEDULE OF VALUES

01 29 73 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 DESCRIPTION

A. Submit to ENGINEER for acceptance, a Schedule of Values allocated to the various portions of the Work.

B. Upon request of ENGINEER, support values with data, which will substantiate their correctness.

C. The Preliminary Schedule of Values is an itemized list that establishes the value or cost of each major part of the Work and the division of Work between CONTRACTOR and subcontractors.

D. The Preliminary Schedule of Values shall include all items of Work in the Contract

Documents.

E. The Schedule of Values is a detailed itemized list that establishes the value or cost of each detailed part of the Work. It and the Progress Schedule Updates specified in Section 01 32

16, Construction Progress Schedule, shall be used as the basis for preparing progress payments. The Schedule of Values may be used as a basis for negotiations, concerning additional work or credits, which may arise during the construction. Quantities and unit prices shall be included in the Construction Progress Schedule, when approved by or required by the ENGINEER.

F. Include in Schedule of Values an itemized list of Work for each major work area included in the Work, for each lump sum payment item specified in Section 01 22 00, Measurement and Payment.

1.2 PREPARATION

A. Schedule of Values:

1. Schedule of Values shall show breakdown of quantities, labor, materials, equipment, and other costs used in preparation of the Bid for each item in the Schedule of Values.

2. Schedule of Values shall show all Work under the areas listed in Paragraph 1.1.F., above.

3. Costs shall be prepared by two methods, one for each Specification Section and one for each structure. They shall be in sufficient detail to indicate separate amounts for each Specification Section and subsections therein and also separate amounts for each structure. Amounts shall be included for each type of Work specified, in a manner approved by the ENGINEER.

4. CONTRACTOR shall include separate pay items for Mobilization and

Demobilization, as specified in the Contract Documents. Mobilization will be limited to four percent of the Contract Amount and will be include for payment at the rate of

25 percent over the first four payment applications. Demobilization shall be no less than one percent of the Contract Amount and shall be included with the final payment application. Mobilization shall include bonds and insurance and job mobilization.

01 29 73 - 2

SCHEDULE OF VALUES

01 29 73 - 2 NSBU Lift Station #60 Bypass Pump

5. Fifteen percent of the total cost of each item is allotted to the cost of Shop Drawing preparation, Operation and Maintenance Manuals, Testing and Training. The

ENGINEER will release this amount upon approval. The total amount shall be apportioned as follows; three percent is apportioned to Testing and four percent each to the remaining items.

6. Schedule of Values shall be prepared on 8-1/2-inch by 11-inch white paper.

7. Use Table of Contents of the Specifications as basis for Schedule of Values format and identify each item with number and title in the Table of Contents. Also, use each structure as basis for schedule format. List sub-items of major products or systems, as appropriate or when requested by ENGINEER.

8. When requested by ENGINEER, support values with data that will substantiate their correctness.

9. The sum of the individual values shown on the Schedule of Values shall equal the total

Contract Price.

10. Each item shall include a directly proportional amount of CONTRACTOR'S overhead and profit.

11. Schedule of Values shall show the purchase and delivery costs for materials and equipment that CONTRACTOR anticipates he shall request payment for prior to their installation.

12. CONTRACTOR shall include a separate pay item for Maintenance of Plant

Operations (MOPO) Work for each major Work area.

13. CONTRACTOR shall include a separate pay item for: Construction Photographs;

Temporary Facilities; Temporary Controls; Progress Schedule; General Conditions;

and Field Engineering.

14. CONTRACTOR shall include a separate pay item for all Allowances and Extra Unit quantities.

15. The Schedule of Values shall be prepared to a level of detail equal to or greater than required by the Supplementary Conditions.

1.3 SUBMITTALS

A. Submit two copies of the Schedule of Values to ENGINEER for review within 10 days after the Notice to Proceed.

B. No payments will be made to CONTRACTOR until the Schedule of Values is finalized.

PART 2 - PART 2 - PRODUCTS (NOT USED)

PART 3 - PART 3 - EXECUTION (NOT USED)

01 22 00 - 1

MEASUREMENT AND PAYMENT

01 22 00 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. All estimated quantities for unit price items, stipulated in the Proposal, or other Contract Documents, are approximate and are to be used as a basis for estimating the probable cost of the Work and for comparing the bids submitted for the Project. The actual amounts of work done, and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of the work done and material furnished as shown on the Plans. The CONTRACTOR agrees to make no claim for damages, anticipated profits or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished, and the estimated amounts included in the Proposal. The CONTRACTOR will provide assistance to the OWNER to check quantities and elevations when so requested.

B. All quantities are for unit price or lump sum items stipulated in the Bid Form. The CONTRACTOR, having read and understood the Bidding Documents and examined the Project Site and adjoining areas and being familiar with the obstacles and conditions that will affect proposed work, hereby offers and agrees to furnish all labor, products, and services needed to provide work in accordance with the Bidding Documents and will provide a properly itemized listing for each bid item, supported by sufficiently substantially data, to permit evaluation of partial pay requests.

1.2 RELATED PROVISIONS

A. Payments to CONTRACTOR: Refer to General Conditions, Supplemental Conditions, and Agreement.

B. Changes in Contract Price: Refer to General Conditions and Supplemental Conditions.

C. Schedule of Values: Refer to General Conditions, Supplemental Conditions, and Section 01 29 73, Schedule of Values.

1.3 BID ITEMS

A. Bypass System

1. Mobilization, Demobilization Insurance, and Bonds

a. Lump Sum (LS): The Lump Sum price for Item 1 shall be full compensation for mobilization, demobilization, insurance and bonds. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. The lump sum price for this item shall not exceed 5% of the total of all bid items in the Base Bid. Payment shall include all compensation for mobilization, demobilization, insurance requirements and bonds for the project. Payment for 75% of the item shall be made when the contactor completes project mobilization and satisfies the insurance and bonding requirements to the satisfaction of the OWNER. Payment for the remaining 25% of the item shall be after demobilization and completion of the work to the satisfaction of the OWNER.

01 22 00 - 2

01 22 00 - 2 NSBU Lift Station #60 Bypass Pump

2. Demolition

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials necessary for demolition of the existing structures, foundations, and utilities as described in the bid documents.

3. Sitework

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials necessary for all sitework including clearing, grubbing, grading, erosion control, etc. and any other sitework required as described in the bid documents.

4. Reinforced Concrete Pads

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for construction of all reinforced concrete pads as described in the bid documents.

5. Diesel Bypass Pump, Fuel Tank, Fuel Piping, Etc. Installation (Owner Supplied)

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for installation of permanent diesel bypass pump, fuel tank, fuel piping, etc. for a fully functioning bypass system including fittings, restraints, valves, appurtenances, and testing to complete the work as described in the bid documents. Owner will supply diesel bypass pump and fuel tank. Any and all additional materials required for a complete functioning system to be provided by the contractor including but not limited to fuel piping, fittings, appurtenances, and diesel pump and fuel tank mounting system.

6. Ductile Iron Piping, Supports, Fittings, Valves, Appurtenances, and Testing

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for installation of all ductile iron piping, supports, fittings, valves, appurtenances, coating, lining, and pressure testing as necessary to complete the work as described in the bid documents.

7. 24-Inch Insertion Valve

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for excavation, restoration, and installation of the 24-inch insertion valve, appurtenances, and pressure testing as necessary to complete the work as described in the bid documents.

01 22 00 - 3

01 22 00 - 3 NSBU Lift Station #60 Bypass Pump

8. HDPE Piping, Supports, Fittings, Valves, Appurtenances, and Testing

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for installation of all HDPE piping, supports, fittings, appurtenances, and pressure testing as necessary to complete the work as described in the bid documents.

9. Custom Fabricated Hatch

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for fabrication and installation of custom fabricated hatch as necessary to complete the work as described in the bid documents.

10. Chain-Link Fence

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment and materials required for installation of new chain-link fence, foundations, and appurtenances as necessary to complete the work as described in the bid documents.

11. Electrical & Controls

a. There will be no separate measurement of the items under this heading. Payment for this item will be on the basis of the lump sum price in the Bid Form. Payment includes all labor, equipment, and materials required for complete installation of all electrical and controls components, appurtenances, and testing per plans and bid documents. Electrical and controls components include but are not limited to new control panels, junction boxes, termination cabinets, conduit and wire, floats, grounding system, and integration to new and existing electrical and control components.

12. Project Contingency

a. The Project Contingency shall be included in the total bid cost in the amount of $50,000 and returned to NSBU if not used. Contingency funds are available for minor discrepancies between field conditions and the plans and specifications and may be used to adjust for quantity changes to listed bid items. NSBU will not pay for unforeseen work caused by carelessness or disregard. Work under this bid item requires NSBU approval. Monies will be paid for actual work completed. The use of these funds must be requested in writing from the Contractor to NSBU’s designated Project Manager. Such requests must include support for the use of funds and must be approved by the NSBU’s Project Manager and Director of Engineering.

1.4 ADDITIVE BID ITEMS (NOT USED)

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

01 22 00 - 4

01 22 00 - 4 NSBU Lift Station #60 Bypass Pump

01 31 20 - 1

PROJECT MEETINGS

01 31 20 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 31 20

PROJECT MEETINGS

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems.

B. Related Specification Sections include, but are not necessarily limited to:

1. Division 1 – General Requirements

1.2 REFERENCES [NOT USED]

1.3 ADMINISTRATIVE REQUIREMENTS

A. Coordination

1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work.

2. Representatives of CONTRACTOR, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents.

3. Meetings administered by ENGINEER may be recorded.

a. If recorded, recordings will be used to prepare minutes and will be retained by

ENGINEER for future reference.

4. Meetings, in addition to those specified in this Section, may be held when requested by the OWNER, ENGINEER, or CONTRACTOR.

B. Preconstruction Meeting

1. A preconstruction meeting will be held within 14 calendar days after the execution of the Agreement and before Work is started.

a. The meeting will be scheduled and administered by the ENGINEER.

b. The CONTRACTOR shall coordinate the meeting with the OWNER, for the purpose of outlining City Standards, testing and inspection requirements, City responsibilities, and other related construction concerns. The EOR or

Construction Manager shall provide copies of all applicable State and Federal permits at this meeting, including SWFWMD ERP, NPDES NOI Letter and

SWPPP, FDEP, Health Department and/or FDOT.

2. The Project Representative will preside at the meeting, prepare the notes of the meeting, and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting.

3. Attendance shall include:

a. Project Representative

b. CONTRACTOR’s project manager

c. CONTRACTOR’s superintendent

d. Design Engineer

e. Construction Manager (Inspector)

01 31 20 - 2

01 31 20 - 2 NSBU Lift Station #60 Bypass Pump

f. Other OWNER representatives

g. Others as appropriate

4. Construction Schedule

a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting.

5. Preliminary Agenda may include:

a. Introduction of Project Personnel

b. General Description of Project

c. Status of right-of-way, utility clearances, easements, or other pertinent permits

d. CONTRACTOR’s work plan and schedule

e. Contract Time

f. Notice to Proceed

g. Construction Staking

h. Progress Payments

i. Extra Work and Change Order Procedures

j. Insurance Renewals

k. Payroll Certification

l. Material Certifications and Quality Control Testing

m. Public Safety and Convenience

n. Trench Safety Plans

o. Confined Space Entry Standards

p. Coordination with the OWNER’s representative for operations of existing facilities

q. Storm Water Pollution Prevention Plan

r. Coordination with other Contractors

s. Special Conditions applicable to the project

t. Submittal Procedures

u. Correspondence Routing

v. Record Drawings

w. Temporary construction facilities

C. Progress Meetings

1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by CONTRACTOR.

2. Additional progress meetings to discuss specific topics will be conducted on an as-needed basis. Such additional meetings shall include, but not be limited to:

a. Coordinating shutdowns

b. Installation of piping and equipment

c. Coordination between other construction projects

d. Resolution of construction issues

e. Equipment approval

3. The CONTRACTOR will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting.

4. Attendance shall include:

a. CONTRACTOR’s project manager

b. CONTRACTOR’s superintendent

c. Any subcontractor or supplier representatives whom the CONTRACTOR may desire to invite or the ENGINEER may request

d. ENGINEER’s representatives

01 31 20 - 3

01 31 20 - 3 NSBU Lift Station #60 Bypass Pump

e. OWNER’s representatives

f. Others, as requested by the Project Representative

5. Preliminary Agenda may include:

a. Review of Work progress since previous meeting

b. Field observations, problems, conflicts

c. Items which impede construction schedule

d. Review of off-site fabrication, delivery schedules

e. Review of construction interfacing and sequencing requirements with other construction contracts

f. Corrective measures and procedures to regain projected schedule

g. Revisions to construction schedule

h. Progress, schedule, during succeeding Work period

i. Coordination of schedules

j. Review submittal schedules and status of submittals

k. Maintenance of quality standards

l. Pending changes and substitutions

m. Review proposed changes for:

1) Effect on construction schedule and on completion date

2) Effect on other contracts of the Project

n. Review Record Documents

o. Review monthly pay request

p. Review status of Requests for Information

6. Meeting Schedule

a. Progress meetings will be held monthly unless otherwise directed by the

OWNER.

7. Meeting Location

a. The OWNER will establish a meeting location.

1.4 TO THE EXTENT PRACTICABLE, MEETINGS WILL BE HELD AT THE SITE.

SUBMITTALS [NOT USED]

1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]

1.6 CLOSEOUT SUBMITTALS [NOT USED]

1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]

1.8 QUALITY ASSURANCE [NOT USED]

1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]

1.10 FIELD CONDITIONS [NOT USED]

1.11 WARRANTY [NOT USED]

PART 2 – PRODUCTS [NOT USED]

PART 3 – EXECUTION [NOT USED]

01 31 20 - 4

01 31 20 - 4 NSBU Lift Station #60 Bypass Pump

01 32 16 - 1

CONSTRUCTION PROGRESS SCHEDULE

01 32 16 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 32 16

CONSTRUCTION PROGRESS SCHEDULE

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule

B. Related Specification Sections include, but are not necessarily limited to:

1. Division 1 – General Requirements

1.2 REFERENCES

A.Definitions

1. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule.

2. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated.

3. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc.

1.3 ADMINISTRATIVE REQUIREMENTS

A. Baseline Schedule

1. General

a. Prepare a cost-loaded baseline Schedule using approved software and the

Critical Path Method (CPM).

b. Review the draft cost-loaded Baseline Schedule with the OWNER and

ENGINEER to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule.

c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports.

B. Progress Schedule

1. Update the Progress Schedule monthly.

2. Prepare the Schedule Narrative to accompany the monthly Progress Schedule.

3. Change Orders

a. Incorporate approved change orders, resulting in a change of contract time, in the Baseline Schedule.

C. Responsibility for Schedule Compliance

1. Whenever it becomes apparent from the current progress Schedule and CPM Status

Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the ENGINEER, take some or all of the following actions at no additional cost to the OWNER:

a. Submit a Recovery Plan to the ENGINEER for approval with revised Baseline

Schedule outlining:

01 32 16 - 2

01 32 16 - 2 NSBU Lift Station #60 Bypass Pump

1) A written statement of the steps proposed to remove or arrest the delay to the critical path in the approved schedule.

2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates.

3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work.

4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities and comply with the revised schedule.

2. If no written statement of the steps intended to take is submitted when so requested, the OWNER may direct the CONTRACTOR to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the CONTRACTOR in order to remove or arrest the delay to the critical path in the approved schedule.

a. No additional cost for such work will be considered.

D. Coordinating Schedule with Other Contract Schedules

1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the

Baseline Schedule shall be coordinated with the schedules of the other contracts.

a. Obtain the schedules of the other appropriate contracts from the OWNER for the preparation and updating of Baseline Schedule and make the required changes when required by changes in corresponding schedules.

2. In case of interference between the operations of different CONTRACTORs, the

OWNER will determine the work priority of each CONTRACTOR and the sequence of work necessary to expedite the completion of the entire Project.

a. In such cases, the decision of the OWNER shall be accepted as final.

b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation.

1.4 SUBMITTALS

A. Baseline Schedule

1. Submit Schedule in native file format and pdf format.

a. Native file format includes:

1) Microsoft Project unless otherwise approved by the ENGINEER.

2. Submit draft Baseline Schedule to ENGINEER prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion.

B. Progress Schedule

1. Submit Progress Schedule in native file format and pdf.

2. Submit Progress Schedule monthly no later than the last day of the month.

C. Schedule Narrative

1. Submit the Schedule Narrative in pdf format.

2. Submit Schedule Narrative monthly no later than the last day of the month.

D. Submittal Process

E. Submit schedule documents as specified in Section 01 33 00, Submittals.

01 32 16 - 3

01 32 16 - 3 NSBU Lift Station #60 Bypass Pump

1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]

1.7 CLOSEOUT SUBMITTALS [NOT USED]

1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]

1.9 QUALITY ASSURANCE

A. The person preparing and revising the Construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity.

B. Schedule and supporting documents addressed in this Section shall be prepared, updated and revised to accurately reflect the performance of the construction.

C. CONTRACTOR is responsible for the quality of all submittals in this Section meeting the standard of care for the construction industry for similar projects.

PART 2 – PRODUCTS [NOT USED]

01 32 16 - 4

01 32 16 - 4 NSBU Lift Station #60 Bypass Pump

01 32 33 - 1

PRECONSTRUCTION PHOTOGRAPHY AND VIDEO

01 32 33 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 32 33

PRECONSTRUCTION PHOTOGRAPHY AND VIDEO

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. Administrative and procedural requirements for:

a. Preconstruction Photography.

b. Preconstruction Videos.

B. Related Specification Sections include, but are not necessarily limited to:

1. Division 1 – General Requirements

1.2 REFERENCES [NOT USED]

1.3 ADMINISTRATIVE REQUIREMENTS

A. Preconstruction Video

1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction.

a. Submit a digital copy of the video to the OWNER in accordance with Section

01 33 00.

2. Retain a copy of the preconstruction video until the end of the maintenance surety period.

B. Preconstruction Photographs

1. Provide preconstruction Photographs of the site/alignment, including all areas in the vicinity of and to be affected by construction.

a. Submit a digital copy of the photographs to the ENGINEER in accordance with

Section 01 33 00.

2. Retain a copy of the preconstruction photographs until the end of the maintenance surety period.

C. Construction Photographs

1. Photographs shall be taken in strict conformance with this Section and shall be furnished to the ENGINEER with each payment application.

2. Photographs shall be taken at each of the major stages of construction listed below.

a. Completion of site restoration.

b. Installation of material, equipment, and facilities as directed by the

ENGINEER.

3. Views and Quantities Required:

a. Two (2) views of each item listed in Article 1.03(B) above.

b. Five (5) views of overall Project Site daily, where Work is in progress.

c. Each time photographs are taken, at least one (1) photograph shall be taken from the same overall view as was taken during the previous photograph session.

01 32 33 - 2

PRECONSTRUCTION PHOTOGRAPHY AND VIDEO

01 32 33 - 2 NSBU Lift Station #60 Bypass Pump

d. The CONTRACTOR shall consult with the ENGINEER for instructions concerning views required.

4. Electronic Photo Files:

a. The CONTRACTOR shall maintain electronic photo files of the photos and convey copies of the files to the ENGINEER within thirty (30) days after

Substantial Completion of entire Project.

5. Digital Images: Deliver two (2) complete set of digital image electronic files on portable flash drives or portable hard drives to ENGINEER with Project Record

Documents. Identify electronic media with date photographs were taken. Submit images that have same aspect ratio as sensor, uncropped.

a. Digital Images: Uncompressed JPEG format, produced by digital camera with minimum sensor size of 4.0 megapixels, and image resolution of not less than

1600 by 1200 pixels.

b. Date and Time: Include date and time in filename for each image.

1.4 SUBMITTALS [NOT USED]

1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]

1.6 CLOSEOUT SUBMITTALS [NOT USED]

1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]

1.8 QUALITY ASSURANCE [NOT USED]

1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]

1.10 FIELD [SITE] CONDITIONS [NOT USED]

1.11 WARRANTY [NOT USED]

PART 2 PRODUCTS [NOT USED]

PART 3 EXECUTION [NOT USED]

01 33 00 - 1

SUBMITTALS

01 33 00 - 1 NSBU Lift Station #60 Bypass Pump

SECTION 01 33 00

SUBMITTALS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. General methods and requirements of submissions applicable to the following

Work-related submittals:

a. Shop Drawings

b. Product Data (including Standard Product List submittals)

c. Samples

d. Mock Ups

B. Related Specification Sections include, but are not necessarily limited to:

1. Division 1 – General Requirements

1.2 REFERENCES [NOT USED]

1.3 ADMINISTRATIVE REQUIREMENTS

A. CONTRACTOR’s Responsibilities

1. The CONTRACTOR shall be responsible for the accuracy and completeness of the information contained in each submittal and shall ensure that the material or equipment shall be as described in the submittal. The CONTRACTOR shall verify in writing that all features of all products conform to the requirements of the drawings and specifications. Submittal documents shall be clearly edited to indicate only those items which are being submitted for review. All extraneous material shall be crossed out or otherwise obliterated. The CONTRACTOR shall ensure that there is no conflict with other submittals and shall notify the OWNER in each case where his submittal may affect the work of another CONTRACTOR or the OWNER. The CONTRACTOR shall ensure coordination of submittals among the related crafts and subcontractors.

2. Before each submittal, the CONTRACTOR shall have determined and verified all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto; all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the work; and all information relative to the CONTRACTOR’s sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto.

3. Submittal documents common to more than one piece of equipment shall be identified with the appropriate equipment numbers and specification section and paragraph. Each submittal shall bear a stamp or written indication that the

CONTRACTOR’s obligations under the contract with respect to the

CONTRACTOR’s review and approval of that submittal have been met. Any deviations from the requirements of the drawings and specifications shall be noted on the submittals. The CONTRACTOR shall submit six copies of all specified information. Submittals which do not have all the information required to be submitted including deviations, are not acceptable and will be returned without review.

01 33 00 - 2

01 33 00 - 2 NSBU Lift Station #60 Bypass Pump

B. Coordination

1. Notify the ENGINEER in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents.

2. Coordination of Submittal Times

a. Prepare, prioritize, and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications.

b. CONTRACTOR is responsible such that the installation will not be delayed by processing times including, but not limited to:

1. Disapproval and resubmittal (if required)

2. Coordination with other submittals

3. Testing

4. Purchasing

5. Fabrication

6. Delivery

7. Similar sequenced activities

c. No extension of time will be authorized because of the CONTRACTOR's failure to transmit submittals sufficiently in advance of the Work.

d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor.

C. Routing of Submittals

1. Submittals and routing correspondence shall be routed as follows:

a. Supplier to CONTRACTOR

b. CONTRACTOR to ENGINEER/OWNER

c. ENGINEER/OWNER to CONTRACTOR

d. CONTRACTOR to Supplier

D. Submittal Log

1. At the discretion of OWNER, a submittal log shall be created and issued to the

CONTRACTOR as the complete listing of submittals required for the project.

E. Submittal Numbering

1. When submitting shop drawings or samples, utilize a 9-character submittal cross-reference identification numbering system in the following manner:

a. Use the first 6 digits of the applicable Specification Section Number.

b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number.

c. Last, use a letter, A-Z, indicating the resubmission of the same drawing (i.e.

A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows:

03 30 00-08-B

1. 03 30 00 is the Specification Section for Concrete

2. 08 is the eighth initial submittal under this Specification Section

3. B is the third submission (second resubmission) of that particular shop drawing

F. Contractor Certification

1. Review shop drawings, product data and samples, including those by

Subcontractors, prior to submission to determine and verify the following:

01 33 00 - 3

01 33 00 - 3 NSBU Lift Station #60 Bypass Pump

a. Field measurements

b. Field construction criteria

c. Catalog numbers and similar data

d. Conformance with the Contract Documents

2. Provide each shop drawing, sample, and product data submitted by the

CONTRACTOR with a Certification Statement affixed including:

a. The CONTRACTOR's Company name

b. Signature of submittal reviewer

c. Certification Statement

1. “By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings."

G. Submittal Format

1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.

2. Bind shop drawings and product data sheets together.

3. Order

a. Cover Sheet

1. Description of Packet

2. CONTRACTOR Certification

b. List of items / Table of Contents

c. Product Data /Shop Drawings/Samples /Calculations

H. Submittal Content

1. The date of submission and the dates of any previous submissions.

2. The Project title and number.

3. CONTRACTOR identification.

4. The names of:

a. CONTRACTOR

b. Supplier

c. Manufacturer

5. Identification of the product, with the Specification Section number, page, and paragraph(s).

6. Field dimensions, clearly identified as such.

7. Relation to adjacent or critical features of the Work or materials.

8. Applicable standards, such as ASTM or Federal Specification numbers.

9. Identification of deviations from Contract Documents.

10. Identification by highlighting of revisions on resubmittals.

11. An 8-inch x 3-inch blank space for CONTRACTOR and ENGINEER stamps.

I. Shop Drawings

1. As specified in individual Work Sections includes, but is not limited to:

a. Custom-prepared data such as fabrication and erection/installation (working) drawings.

b. Scheduled information.

c. Setting diagrams.

d. Actual manufacturing instructions.

e. Custom templates.

f. Special wiring diagrams.

g. Coordination drawings.

h. Individual system or equipment inspection and test reports including:

01 33 00 - 4

01 33 00 - 4 NSBU Lift Station #60 Bypass Pump

i. Performance curves and certifications

j. As applicable to the Work.

2. Details

a. Relation of the various parts to the main members and lines of the structure.

b. Where correct fabrication of the Work depends upon field measurements

1. Provide such measurements and note on the drawings prior to submitting for approval.

J. Product Data

1. Product Data may include, but is not limited to:

a. Standard prepared data for manufactured products (sometimes referred to as catalog data)

1. Such as the manufacturer's product specification and installation instructions

2. Availability of colors and patterns

3. Manufacturer's printed statements of compliances and applicability

4. Roughing-in diagrams and templates

5. Catalog cuts

6. Product photographs

7. Standard wiring diagrams

8. Printed performance curves and operational-range diagrams

9. Production or quality control inspection and test reports and certifications

10. Mill reports

11. Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties

12. As applicable to the Work

K. Samples

1. As specified in individual Sections, include, but are not limited to:

a. Physical examples of the Work such as:

1. Sections of manufactured or fabricated Work

2. Small cuts or containers of materials

3. Complete units of repetitively used products color/texture/pattern swatches and range sets

4. Specimens for coordination of visual effect

5. Graphic symbols and units of Work to be used by the ENGINEER for independent inspection and testing, as applicable to the Work

L. No fabrication or installation shall occur for any work requiring a shop drawing, sample, or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item.

1. Fabrication performed, materials purchased, or on-site construction accomplished which does not conform to approved shop drawings and data is at the

CONTRACTOR's risk.

2. Neither the OWNER nor the ENGINEER will be liable for any expense or delay due to corrections or remedies required to accomplish conformity.

3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data.

M. Submittal Distribution

1. Hard Copy Distribution

01 33 00 - 5

01 33 00 - 5 NSBU Lift Station #60 Bypass Pump

a. Submit seven (7) copies of all submittals

b. If CONTRACTOR requires more than three (3) copies of Shop Drawings returned, CONTRACTOR shall submit more than the number of copies listed above.

c. Distributed to the ENGINEER

2. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the ENGINEER.

a. Provide number of copies as directed by the ENGINEER but not exceeding the number previously specified.

b. In lieu of hard copies, submittals may be made electronically via email, City of

Neptune Beach Designee email to be determined. The routing of submittals shall remain as specified in paragraph 1.3C of this section.

N. Submittal Review

1. The review of shop drawings, data, and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as:

a. Permitting any departure from the Contract requirements.

b. Relieving the CONTRACTOR of responsibility for any errors, including details, dimensions, and materials.

c. Approving departures from details furnished by the ENGINEER, except as otherwise provided herein.

2. The review and approval of shop drawings, samples, or product data by the

OWNER and ENGINEER does not relieve the CONTRACTOR from responsibility with regard to the fulfillment of the terms of the Contract.

a. All risks of error and omission are assumed by the CONTRACTOR, and the

OWNER and ENGINEER will have no responsibility therefore.

3. The CONTRACTOR remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner.

4. If the shop drawings, data, or samples as submitted describe variations and show a departure from the Contract requirements which ENGINEER finds to be in the interest of the OWNER and to be so minor as not to involve a change in Contract

Price or time for performance, the ENGINEER may return the reviewed drawings without noting an exception.

5. Submittals will be returned to the CONTRACTOR under one of the following codes:

a. Code 1

1. "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal.

a) When returned under this code the…