AGENDA ITEM C3 · piping, vaults, and venturi meter with new above-ground piping, venturi meter, and chemical injection points. This project provides for a long-term solution for

AGENDA ITEM C3

DATE: February 2, 2015

TO: Matt Jordan, General Manager

FROM: Charles H. Carden, Chief Operating Officer

SUBJECT: Cypress Creek WTP Yard Pipe Project No. 07538 – Award Assignment under As-Needed Professional Services Contract No. 2014-008 to Greeley and Hansen, LLC. - Approve.

SUMMARY: Professional Engineering Services are required to assist Tampa Bay Water with design, bidding, and construction services for the Cypress Creek WTP Yard Pipe Project.

RECOMMENDATION: Approve Assignment to Greeley and Hansen, LLC for $314,675 under As-Needed Professional Services Contract No. 2014-008 for Cypress Creek WTP Yard Pipe Project No. 07538.

COST/FUNDING SOURCE: $314,675/Capital Improvement Fund DISCUSSION: Staff has requested Greeley and Hansen, LLC (G&H) to provide Professional Engineering Services for the Cypress Creek WTP Project No. 07538. This work will be completed as a task under G&H’s As-Needed Professional Engineering Contract No. 2014-008. G&H and staff have negotiated a fee for $314,675 for professional engineering services during the design, bidding, and construction phases of this project. The negotiated scope and fee estimate for these services is attached. Board approval is required for As-Needed engineering tasks above $250,000; staff requests board approval of this task in the amount of $314,675. The selection of As-Needed Professional Engineering Services for a five year term was previously approved by the Board of Directors on October 21, 2013. G&H was selected as one of ten As-Needed Professional Engineering Firms. The As-Needed contracts were issued for $500,000 each with an authorization for the General Manager to approve tasks up to $250,000 each, and individual tasks of greater value requiring Board approval. BACKGROUND: The Cypress Creek WTP Project No. 07538 is included in Tampa Bay Water’s Capital Improvement Program. The Capital Improvement Program last update was approved by the Board in June 2014. The project includes replacement of the below-ground piping, vaults, and venturi meter with new above-ground piping, venturi meter, and chemical injection points. This project provides for a long-term solution for the replacement of the 30 + year-old chemical feed vault.

Attachment

G:\Work\Tampa Bay Water\2013-2018 BOA\CCPS\Proposal 01-13-15\TBW SOS CCPS Yard Piping_01-12-15.doc 1.

TAMPA BAY WATER

Cypress Creek WTP Yard Pipe Project No. 07538

Greeley and Hansen LLC January 14, 2015

This scope of services is provided by Greeley and Hansen LLC, hereinafter referred to as ENGINEER, to TAMPA BAY WATER, a Regional Water Supply Authority, hereinafter referred to as TAMPA BAY WATER. SCOPE OF SERVICES ENGINEER shall perform professional services for TAMPA BAY WATER related to design, permitting and construction management services for providing yard piping modifications at the Cypress Creek WTP. On December 2013 Tampa Bay Water completed an evaluation of the Cypress Creek WTP Yard Pipe and recommended the replacement of the below-ground piping, vaults, and Venturi meter, with new above-ground piping, Venturi meter, and chemical injection points. The Cypress Creek WTP influent comes to the plant by a single 60-inch diameter buried pre-stressed concrete (PCCP) transmission main (TM) immediately downstream of a cross that joins the Cypress Creek Well Field (WF) collection main and the Cross Bar Ranch WF TM. The existing chemical injection vault immediately downstream of the cross includes a blind flange on a tapping fitting to support the chemical injector. There is a significant amount of corrosion observable on the flange bolts and the outer flange of this fitting. Tampa Bay Water Operations requested an analysis of options to correct the situation so the chemical injection port is secure. This project provides for a long-term solution for the replacement of the chemical feed vault. The project includes the following major components:

• Installation of approximately 215-ft of above-ground 60 to 72-inch welded steel pipe (specific diameter to be determined during the 30% design)


from the existing cross point to the existing 84-inch split to 42-inch ductile iron pipe. This new piping will replace the function of the existing buried PCCP piping currently in use. A portion of this piping may be stainless steel to provide resistance to chemicals that will be added to the above-grade piping. The new above grade piping will incorporate a static mixer, Venturi meter and chemical injection points. Provide a bypass for the new above grade piping. This may be accomplished by utilizing the existing underground PCCP pipe if its condition is acceptable for this use, or by providing new bypass piping. If the existing underground PCCP pipe is not utilized for the bypass, it shall be either abandoned in place or removed. The acceptability of using the existing PCCP piping will be determined from available information, including manufacturer, age, known condition issues and the like. If forensic examination of the piping is deemed necessary, this will be recommended by the ENGINEER and accomplished as an additional service.

• Demolish the existing Venturi meter.

• Demolition or filling in of three existing vaults associated with the chemical injection and meter locations.

• A new above-ground 60 to 72-inch Venturi meter.

• A 36-inch above-ground access hatch on the above-grade piping.

• Chemical injection ports for sodium hydroxide, ammonia hydroxide or ammonia sulfate, sodium hypochlorite, and dedicated sampling taps.

The ENGINEER shall design, provide permitting, and provide construction documents for the facilities listed above. The ENGINEER shall provide construction management services during construction of the facilities.

Attachment 1 provides details for the professional engineering services cost estimate for the tasks outlined below. A list of deliverables and schedule follow the task descriptions.

TASK SCOPE OF SERVICES 1. Review Project Information TAMPA BAY WATER has provided information concerning the project requirements, and information concerning the infrastructure affected by the proposed yard piping modifications. The ENGINEER shall review this information. Additional information may be identified by the ENGINEER as


being required for the project, such as 4-log calculations for the existing chemical injection points. TAMPA BAY WATER shall supply this information if available. 2. Project Management and Scheduling This task includes project management and scheduling required during the design, permitting and construction of the project. 2.1 Meetings 2.1.1 Kick-Off Meeting and Field Review A kick-off meeting shall be held at the Cypress Creek WTP. The ENGINEER shall prepare and distribute a meeting agenda prior to the meeting, and prepare and distribute meeting notes and action items at the conclusion of the meeting. The ENGINEER's senior design engineer shall attend the meeting. The meeting shall include a field review of the project site. 2.1.2 Basis of Design Workshop After the conclusion of Task 1 (Review Project Information) and Task 2.1.1 (Kick-Off Meeting), a Basis of Design Workshop shall be held. At this workshop, TAMPA BAY WATER and the ENGINEER shall discuss and tabulate the factors pertinent to the successful design, permitting, construction and operation of the yard piping modifications, including: flow rates, pressures, operational needs/constraints, maintenance needs/constraints, tie-in requirements, permitting requirements, 4-log calculations to demonstrate compliance, and the like. The ENGINEER shall distribute for comment the results of the workshop and incorporate the workshop results into the preliminary design of the facilities. 2.1.3 Basis of Design Review Meeting Upon submittal of the BODR, TAMPA BAY WATER shall review and comment within two weeks of receipt of the BODR. The ENGINEER shall modify the BODR as directed by TAMPA BAY WATER and then submit the final report for acceptance. TAMPA BAY WATER shall notify the ENGINEER of acceptance of the final BODR in a timely fashion of receipt of the final BODR. 2.1.4 60% Design Review Meeting Upon acceptance of the BODR, the ENGINEER shall proceed to develop the submittal of the 60% design, TAMPA BAY WATER shall review and provide a consolidated set of written comments within two weeks of receipt. The ENGINEER shall meet with TAMPA BAY WATER to review and discuss each consolidated comment, providing in advance a preliminary written response indicating the action to be taken. After the review meeting, the draft responses


shall be revised by the ENGINEER, and the revised comments/actions list provided to TAMPA BAY WATER. The 60% design comments/actions shall be incorporated into the 90% design documents. 2.1.5 90% Design Review Meeting Upon submittal of the 90% design, TAMPA BAY WATER shall review and provide a consolidated set of written comments within two weeks of receipt. The ENGINEER shall meet with TAMPA BAY WATER to review and discuss each comment, providing in advance a preliminary written response indicating the action to be taken. After the review meeting, the draft responses shall be revised by the ENGINEER, and the revised comments/actions list provided to TAMPA BAY WATER. The 90% design comments/actions shall be incorporated into the 100% design documents. 2.1.6 100% Design Review Meeting Upon submittal of the 100% design, TAMPA BAY WATER shall review and provide a consolidated set of written comments within two weeks of receipt. The ENGINEER shall meet with TAMPA BAY WATER to review and discuss each comment, providing in advance a preliminary written response indicating the action to be taken. After the review meeting, the draft responses shall be revised by the ENGINEER, and the revised comments/actions list provided to TAMPA BAY WATER. The 100% design comments/actions shall be incorporated into the bid (final) documents. 2.1.7 Pre-bid Conference and Site Visit The ENGINEER shall review a draft agenda for the pre-bid conference to be prepared by TAMPA BAY WATER. The ENGINEER shall assist TAMPA BAY WATER in conducting the pre-bid conference and site visit at the Cypress Creek WTP, and shall present the pertinent information concerning the project, field questions posed by bidders, and prepare written responses to any bidder questions, to be responded to by written addendum to the bid documents. 2.2 Scheduling 2.2.1 Develop Project Schedule The ENGINEER shall prepare an electronic schedule in Microsoft PROJECT for the design, permitting, bidding and construction professional services offered under this scope of services. Board action required for application submittal and


construction contract award will be included. The draft schedule shall be provided at the kick-off meeting for TAMPA BAY WATER's review and comment. The draft schedule shall be finalized after the conclusion of Task 2.1.2 (Basis of Design Workshop), incorporating any operational or maintenance constraints that may impact the schedule. This schedule will be revised prior to advertizing for bids, or as otherwise required by changes to the project. 2.2.2 Monthly Schedule Updates A monthly update of the professional services schedule shall be provided with each invoice and project status report. Any modifications required by TAMPA BAY WATER shall be incorporated. 3.0 Design 3.1 Basis of Design Report (BODR) The ENGINEER shall provide preliminary engineering for the project to support the final design and construction of the facilities. The ENGINEER and TAMPA BAY WATER shall conduct any additional field reviews of the facilities to be modified to document the required modifications, including mechanical equipment, electrical equipment, instrumentation requirements, materials of construction, site access requirements, and all other items required for the yard piping construction. The ENGINEER shall develop the process basis of design and schematic piping layout for the yard piping modifications. The process basis of design and piping schematic shall identify the configuration and size of the piping and valves; pipe materials; minimum, average and maximum piping and valve velocities and pressures; instrumentation locations (e.g., flow meter); and preliminary shut-down and tie-in requirements including optimal construction window and expected construction period length. The ENGINEER shall summarize structural design criteria for final design of above-grade piping supports and slabs. The ENGINEER shall summarize electrical design criteria for final design. The requirements for providing electrical power for any electrically-actuated valves are anticipated to be the only electrically powered equipment for this project. The ENGINEER shall summarize instrumentation design criteria for final design. TAMPA BAY WATER operational and design personnel shall be consulted concerning the desired level of instrumentation, instrument types and automation/supervisory control and data acquisition (SCADA) requirements during the preparation of the design criteria. It is anticipated that replacement of


the existing flow meter with a new flow meter is the only instrumentation that will be provided for this project. The ENGINEER shall prepare and submit to TAMPA BAY WATER a BODR for the project. The BODR shall summarize the development of and recommendations for the yard piping modifications, including:

Site configuration, including staging areas for construction; Civil/sanitary design of the yard piping modifications, including

hydraulics; Recommendations concerning chemical injection points, including

location, type, length, static mixer, and access manhole for cleanout.

Recommendations concerning the effect of the piping changes on where 4-log compliance is achieved in Tampa Bay Water's system from the piping and chemical addition point changes.

Design criteria for structures and electrical power; Instrumentation design criteria; Pipe and fitting materials; Valves- number, size, type and operation Shut down and tie-in sequence/schedule; and Preliminary opinion of probable construction cost.

3.2 Survey TAMPA BAY WATER will retain the services of a qualified, experienced surveying firm to accomplish all site surveying required for the project design. All land surveying services will be performed under the direction and control of a Florida Registered Professional Land Surveyor and will be in accordance with Chapter 61G17-6, Florida Administrative Code: Minimum Technical Standards and TAMPA BAY WATER’s Surveying and Other Related Data Procedures Manual. For the yard piping modifications, a 2-acre topographic survey will be provided, centered on the location of the proposed piping modifications. This survey will include the location and elevations of all visible constructed improvements. Two connection points shall be hand-dug and pipe joints exposed and surveyed. A topographic survey of a 1/2-acre area is included for the possibility that stormwater retention will be required for the new above-grade facilities, should the net impervious area increase. The ENGINEER shall coordinate survey requirements with TAMPA BAY WATER'S surveyor.


3.3 Geotechnical The ENGINEER shall retain a licensed experienced, qualified geotechnical subconsultant to provide the following geotechnical services for the project: Review all available subsurface data for the site including the USDA Pasco

County Soil Survey and USGS topographic maps.

Conduct a visual reconnaissance of the project site. Determine boring locations by taping distances from boundaries and known features. The boring locations will take into consideration factors that may affect locations (access issues, underground and/or overhead utilities, etc.). The locations will coordinated with TAMPA BAY WATER personnel.

Drill Standard Penetration Test (SPT) borings to provide design information for the proposed pipe foundations as required. These include one (1) SPT boring to a depth of 25 feet at the proposed above-grade pipe area and one (1) SPT boring to a depth of 10 feet at the proposed storm water pond area (if required).

Perform one (1) double ring infiltration test (DRIT) in area of proposed storm water pond at a maximum depth of 3 feet below ground surface (if required).

Visually examine all recovered soil samples in the laboratory. Perform laboratory tests on selected representative samples to develop the soil legend for the project using the Unified Soil Classification Systems, as appropriate. The laboratory testing will likely include grain size analyses, Atterberg Limit testing, organic and natural moisture content determination, if applicable.

The data will be used in performing engineering evaluations, analyses, and for developing geotechnical recommendations in the following areas:

General assessment of area geology based on past experience, study of geological literature and boring information.

General suitability of materials within the site for use as engineered fills and general backfill.

General location and description of potentially deleterious materials encountered in the borings, which may interfere with the structures construction or performance, including existing fills or surficial organics.

Discuss critical design and/or construction considerations based on the soil and groundwater conditions developed from the borings.

Address groundwater levels in the borings and estimate seasonal high groundwater. Provide recommendations for de-watering, if required.


Recommendations for foundation design system alternatives in support of the proposed improvements. Provide recommendations for shallow foundations including bearing capacity and total and differential settlements if appropriate.

3.4 60% Design The ENGINEER shall prepare a single set of contract documents for the construction of yard piping improvements. The table below lists the anticipated drawings, and their inclusion in the various construction document submittals.

Dwg. Title

BO

DR

60%

90%

100%

G-1 Cover X X X

G-2 Vicinity Map and Drawing Index X X X G-3 Legend and General Notes X X X G-4 Process Flow Diagram X X X X C-1 Demolition Site Plan X X X C-2 Construction Site Plan and Laydown and

Storage Area X X X X

C-3 Drainage and Retention Plan X X X CD-1 Civil Details X X CD-2 Civil Details X X CD-3 Civil Details X X S-1 Pipe Support Plans and Sections X X X

SD-1 Details X X M-1 Mechanical Symbols X X X M-2 Piping Plan X X X M-3 Piping Sections X X X M-4 Chemical Piping Connection Details X X

MD-1 Details X X I-1 Symbols and Nomenclature X X X I-2 P&ID X X X I-3 Instrumentation Details X X E-1 Symbol Legend X X X E-2 Site Plan X X X E-3 Schematics and Block Diagram X X


Construction plans shall be provided in electronic format using the ENGINEER's current version of AUTOCAD and shall meet TAMPA BAY WATER’s standard formatting requirements for 24" x 36" sheets.

Construction specifications shall be prepared using TAMPA BAY WATER’s standard construction bidding document (Notice to Bidders, Instructions to Bidders, Bid Forms, Bond Forms, Agreement and General Conditions). Construction technical specifications shall be prepared in the ENGINEER’s adaptation of the Construction Specifications Institute format and shall comprise the following sections. It is anticipated that these sections will be provided as a draft in the 60 percent design submittal, and revised in subsequent submittals.

Section # Description

01010 Summary of Work 01025 Measurement and Payment 01026 Contract Items 01040 Project Coordination 01051 Lines and Grades 01066 NPDES Requirements for Construction Activities 01070 Referenced Standards and Abbreviations 01200 Project Meetings

01300** Operation and Maintenance Data 01301 Contractor Submittals

01311** Construction Progress Schedule 01313** Construction and Schedule Constraints

01370 Schedule of Values 01380 Construction Photographs 01400 Quality Control 01505 Color Audiovisual Construction Record 01510 Temporary Utilities and Controls 01530 Protection of Existing Facilities 01540 Security 01600 Material and Equipment 01650 Start-Up

01720** Contract Close Out 01740 Warranties 01820 Training 02110 Site Clearing 02151 Shoring, Sheeting and Bracing 02222 Excavation – Earth and Rock 02223 Backfilling 02270 Slope Protection and Erosion Control 02500 Laying and Jointing Buried Pipelines 02675 Disinfection 02938 Sodding 03100 Concrete Form Work 03150 Concrete Accessories


Section # Description 03200 Concrete Reinforcement 03310 Cast in Place Concrete 05085 Galvanizing 05500 Metal Fabrications 05560 Metal Castings 07920 Sealants and Caulking

09940** Protective Coating 13110** Galvanic Protection for Pipelines 13111** Insulated Flanges 15010** Valve Installation 15059** Miscellaneous Piping and Accessories

15060 Supports and Anchors 15065** Steel Pipe 15091** Miscellaneous Ball Valves 15101** AWWA Butterfly Valves 15108** Air Release and Combination Air Valves

15109 Erecting and Jointing Exposed Exterior Piping 15180** Valve Actuators

16050** Miscellaneous Electrical 17500* Instrumentation and Control Systems 17560** Instrumentation General Requirements 17562** Flow Instruments

** Indicates Tampa Bay Water standard specification which will be edited for the specification package.

The ENGINEER shall submit electronic copies (PDF drawings and MS Word, Excel files) of 60 percent complete plans, specification and updated cost opinion to TAMPA BAY WATER. TAMPA BAY WATER shall provide the ENGINEER with a consolidated set of written review comments within two weeks of receipt of the 60 percent complete plans. 3.5 90% Design The ENGINEER shall make revisions to the 60 percent plans, specifications and cost opinion as appropriate, complete the documents and submit electronic copies (PDF drawings and MS Word, Excel files) of 90 percent complete plans, specifications and updated cost opinion to TAMPA BAY WATER. TAMPA BAY WATER shall provide the ENGINEER with a consolidated set of review comments within two weeks of receipt of the 90 percent complete plans. 3.6 100% Design The ENGINEER shall make revisions to the 90 percent plans, specifications and updated cost opinion as appropriate, complete the plans, specifications and cost opinion and electronic files 100 percent complete documents to TAMPA BAY


WATER. TAMPA BAY WATER shall provide the ENGINEER with a consolidated set of written final review comments within two weeks of receipt of the 100 percent complete plans. 3.7 Bid Documents The ENGINEER shall make revisions to the 100 percent documents as appropriate, and TAMPA BAY WATER shall approve the final plans in a timely manner. 4.0 Permitting 4.1 Pre-Application Meetings 4.1.1 Florida Department of Environmental Regulation (FDEP) A pre-application meeting with FDEP shall be held. The ENGINEER shall prepare a preliminary package of information that describes the project and submit that package to TAMPA BAY WATER for review. After review, the ENGINEER shall submit the information package to FDEP and request a pre-application meeting. The ENGINEER and TAMPA BAY WATER shall attend the pre-application meeting. Results of the meeting shall be summarized by the ENGINEER and communicated to the meeting attendees by e-mail. 4.1.2 Southwest Florida Water Management District (SWFWMD) A pre-application meeting with the SWFWMD shall be held. The ENGINEER shall prepare a preliminary package of information that describes the project and submit that package to TAMPA BAY WATER for review. After review, the ENGINEER shall submit the information package to the SWFWMD and request a pre-application meeting. The ENGINEER and TAMPA BAY WATER shall attend the pre-application meeting. Results of the meeting shall be summarized by the ENGINEER and communicated to the meeting attendees by e-mail. TAMPA BAY WATER shall use the ENGINEER’S permitting package for submittal to its Board of Directors for its Primary Environmental Permitting responsibilities. 4.1.3 Pasco County Site Development A pre-application meeting with Pasco County shall be held. The ENGINEER shall prepare a preliminary package of information that describes the project and submit that package to TAMPA BAY WATER for review. After review, the ENGINEER shall submit the information package to Pasco County and request a pre-application meeting. The ENGINEER and TAMPA BAY WATER shall attend the pre-application meeting. Results of the meeting shall be summarized by the ENGINEER and communicated to the meeting attendees by e-mail.


It is not anticipated that a site development permit will be required from the County for this project. Should a permit be required, the ENGINEER shall be compensated from the Owner's Allowance for preparation of the permit, responses to requests for information, permit fees and the like associated with the permit. 4.2 Prepare Permit Applications 4.2.1 FDEP Construction Permit CONSULTANT shall prepare and submit the FDEP Notice of Intent to use a General Permit for Construction of Water System Improvements. The permit fee shall be paid from the permit fee allowance of this scope of services, upon authorization by TAMPA BAY WATER. 4.2.2 SWFWMD Stormwater Permit The ENGINEER shall prepare and submit documentation required for a Southwest Florida Water Management District (SWFWMD) stormwater permit. The Engineer shall prepare and submit the stormwater permit. The permit fee shall be paid from the permit fee allowance of this scope of services, upon authorization by TAMPA BAY WATER. 4.3 Respond to Requests for Additional Information (RAIs) 4.3.1 FDEP The ENGINEER shall respond to permitting agencies requests for additional information (RAI) by providing responses to one RAI from each permit application submittal.

4.3.2 SWFWMD The ENGINEER shall respond to permitting agencies requests for additional information (RAI) by providing responses to one RAI from each permit application submittal.

4.4 Permit Notebook

The ENGINEER shall compile and submit to TAMPA BAY WATER ten notebooks consisting of copies of the above listed permits with a summary of special permit conditions that require follow-up.

5.0 Bidding


This project is anticipated to be publically bid by TAMPA BAY WATER. The ENGINEER shall perform the following services related to bidding of the project. TAMPA BAY WATER shall print and issue bidding documents, issue addenda and conduct the bid opening.

Assist Tampa Bay Water in the development of the Bid Timeline Hand write Front ends information in Tampa Bay Water’s Bid

Forms Conduct pre-bid meeting (per Task 2.1.7); Evaluate all bidder written inquiries received by TAMPA BAY

WATER; Prepare addenda as required for issuance by TAMPA BAY

WATER; and Evaluate bids, including qualifications of contractors, and

recommend award to TAMPA BAY WATER. 6.0 Construction The construction scope and fees are based on the following construction schedule:

NTP to mobilization on site, to allow for submittal and approval of shop drawings and fabrication of materials: 6 months

On-site mobilization to Substantial Completion: 15 weeks o Construct above-grade piping: 10 weeks o Coordinate shut-down: 1 week o Tie-in: 1 week o Demolition of existing piping: 3 weeks

Final completion: 4 weeks 6.1 Meetings 6.1.1 Preconstruction Meeting The ENGINEER shall prepare an agenda for the pre-construction meeting covering the following items:

Introductions Project review Communications protocol Submittals protocol Construction schedule review Public information (as applicable) Working hours Utilities Subcontractors


Permits and property access Safety Technical submittal list and requirements Payment applications Housekeeping Meeting schedule Questions and miscellaneous Incentives/Penalties (if included in contract) regarding meeting contract

completion schedule for service outage Owner Direct Purchase program implementation

The ENGINEER shall chair and conduct the pre-construction meeting at the Cypress Creek WTP. The ENGINEER shall provide draft and final meeting notes to participants. 6.1.2 Monthly Construction Meetings The ENGINEER shall conduct monthly construction meetings at the Cypress Creek WTP, using an agenda similar to that described in Task 6.1.1. The ENGINEER shall prepare the draft agendas for these meetings and submit draft and final meeting notes to the participants. A total of eleven (11) monthly meeting are anticipated. Additionally, a separate meeting to discuss safety policy with the Contractor shall be provided. Six meeting will be conducted during the shop approval and materials fabrication phase and are included under this task. Five meetings will occur during construction on-site. The man hours for those meetings are included under Task 6.5 for the Resident Project Representative. 6.2 Construction Administration The ENGINEER shall provide services up to the man hours shown in the fee schedule to respond to matters that arise during construction, including:

Review non-technical matters; Review administrative submittals; and Consultation with TAMPA BAY WATER during construction. Assistance with administration of Owner Direct Purchase program

6.3 Submittal Review 6.3.1 Shop Drawings The ENGINEER shall review the following technical and related submittals for the construction contract:

Schedule of Values Pre-construction video


Alignment Survey Laying Schedule/Layout Drawing Steel Pipe Sheeting/Shoring Certifications Large Diameter Isolation Valves and Actuators Miscellaneous Isolation Valves Air Release Valves Leakage Tests Disinfection Appurtenances Concrete Accessories Concrete Reinforcement Cast in Place Concrete Flowable Fill and Grout Metal Fabrications Corrosion Control Silt Fences and Curtains Conduit Wire Finishes Instrumentation and Control Flow Instruments

The ENGINEER budget is based on not more than two submittals - the original submittal plus one re-submittal. Additional reviews of any submittal shall be considered additional services and may be back-charged to the construction contractor by TAMPA BAY WATER. 6.4.2 Contractor Pay Requests The ENGINEER shall review the Contractor's monthly pay request and provide recommendation to TAMPA BAY WATER. Review of eleven (11) pay requests is budgeted - six pay requests during the shop approval and materials fabrication phase and are included under this task and five pay requests during construction on-site. The man hours for those reviews are included under Task 6.5 for the Resident Project Representative. 6.4.3 Contractor Schedule The ENGINEER shall review the Contractor's initial and monthly schedule updates. Review of eleven (11) schedules are budgeted - six schedules during the shop approval and materials fabrication phase and are included under this task and five schedules during construction on-site. The man hours for those reviews are included under Task 6.5 for the Resident Project Representative.


6.5 On Site Representation

The ENGINEER shall provide a part-time Resident Project Representative (RPR) during construction. The RPR’s duties shall include the following:

Observe the construction contractor’s work on-site during construction and make field observations when the RPR is on site;

Make reviews of the construction in progress, and the constructed work;

Prepare Daily and Monthly Field Reports on construction activities, and observations when the RPR is present on site;

Assist as needed with construction contract management;

Measure for payment in accordance with contract items;

Attend progress meetings and special meetings;

Observe leakage and disinfection testing;

Take progress of construction photographs;

Review the Contractor's schedule of testing with testing laboratory/contractor;

Coordinate with the Contractor materials testing during the construction, including but not limited to soil compaction, ready mix concrete slump and cylinder testing, and monitoring of special foundation preparation activities if required by the final design;

Prepare final punch list;

Prepare certification of completion with test results as required by permitting agencies at completion of construction. Permits to be certified shall be limited to the permits required in the Scope of Services. Certification of all other permits will be the responsibility of others.

Project completion certification at the completion of all construction contracts per TAMPA BAY WATER’s requirements.

Start-up assistance during tie-ins of the new piping and start-up of the new piping. Start-up assistance shall be limited to the furnishing of the RPR during the tie-in and start-up phase to meet with TAMPA BAY WATER and contractors to review the contractors’ proposed tie-in and start-up sequence for technical requirements and to be present on an as needed basis during each


tie-in and start-up. The ENGINEER shall be responsible for administration and detailed observation of the contractor’s work.

It is anticipated that construction of the above-grade portion of the piping and coordination of the shutdown will occur in 16 weeks. The RPR's level of effort during this construction will be limited to 20 hours per week. It is anticipated that after the above-grade construction is completed, that the tie-ins to the existing piping can occur in 1 week. During this time, TAMPA BAY WATER will switch to bypass mode at Cypress Creek WTP, allowing the piping to be taken out of service for the tie-in. During the tie-in, the RPR will be on-site full time. It is anticipated that the demolition of the existing buried piping and vaults can occur in 3 weeks, if demolition is required. It is anticipated that the completion of punch list items to final completion will occur in 4 weeks. The RPR's level of effort during this construction will be limited to 20 hours per week. 6.6 Requests for Information 6.6.1 Evaluate Requests for Information The ENGINEER shall evaluate Requests for Information (RFIs) submitted by the Contractor and provide written responses to the RFIs. Evaluations of 5 RFIs are included in the project budget.. 6.6.2 Issue Supplemental Drawings and Clarifications The ENGINEER shall issue supplemental drawings and clarifications as required. 6.7 Project Close Out 6.7.1 General This section addresses documentation items that are required to be delivered through the ENGINEER to TAMPA BAY WATER prior to final payment and close out of the project. The Contractor will assist the ENGINEER in acquiring the material necessary to assemble and deliver the various documentation items required by section 01720. Requirements set forth in other sections of these specifications shall be coordinated with this section so that all documentation items required to close out the project are delivered to TAMPA BAY WATER after it is reviewed and approved by the ENGINEER.

Project close out documentation items include:

Permit Manual Major Equipment Shop Drawings, Pipe Laying Schedules, and Surveying

Manual


Operation and Maintenance Manual Warrantees, Guarantees, and Certificates Manual Corrosion Control System Manual Construction Photographs Conformed to Construction Records Drawings

No property acquisition is anticipated for this project. 6.7.2 Permit Manual This manual shall contain copies of all regulatory and government agency permits issued for the project during both the design and the construction phase of the project. The manual shall be divided into sections with each section dedicated to one particular regulatory agency. Agencies may include: Southwest Florida Water Management District; Florida Department of Environmental Protection; and the project’s home County agencies.

Each section of the manual dealing with a regulatory permit shall contain:

Permit application (as sent to the regulatory agency) All Requests for Additional Information (RAIs) All RAI responses Any other written communication pertaining to the permit received

and/or sent to the regulatory agencies during the permit application process

Permit as issued by the regulatory agency All close out documents associated with each permit. Examples

include but are not limited to: All drinking water system permit Requests for Clearance

and copies of issued Clearances (with bacteriological and pressure test results, if applicable);

Transfer to Operation forms; and Building Department Certificates of

Completion/Compliance, with copies of completed inspection forms.

The manual shall also contain a checklist of all permit-related documents supporting each of the permits. Each permit checklist will include but is not limited to:

Type of Permit Document Title (Type) Document Author Document Date


The manual shall also contain a section that summarizes all permit-required operational-phase actions and the schedule for their execution. Examples of operational phase actions include but are not limited to:

System inspections (e.g. stormwater treatment system) Monitoring and/or sampling requirements Special conditions

This summary will include a timetable for the required actions.

Two hard copy sets of this manual and one electronic file copy are to be delivered to TAMPA BAY WATER. The requirements for hard copies and for electronic files are provided below in this section.

The two hard copy sets of the permit manual as described above shall contain all the items described, excluding:

Permit application (as sent to the regulatory agency) All Requests for Additional Information (RAIs) All RAI responses Any other written communication pertaining to the permit received

and/or sent to the regulatory agencies during the permit application process

6.7.3 Major Equipment Shop Drawings, Pipe Laying Schedules, and Surveying Manual This manual shall contain a copy of the accepted shop drawings for the major materials and equipment associated with the project. The manual shall be divided into sections with each section dedicated to a particular specification section. The manual shall contain pipe laying schedules and reference survey information specified in the Tampa Bay Water Survey Guidelines, appropriate for the project. The Tampa Bay Water Survey Guideline is located on the agency website.

http://www.tampabaywater.org/documents/working/Surveying_Procedures_Manual.pdf Two hard copy sets of this manual and one electronic file copy are to be delivered to TAMPA BAY WATER. The requirements for hard copies and for electronic files are provided below in this section.

6.7.4 Operation and Maintenance Manual


This manual shall contain operation and maintenance information on all equipment requiring maintenance and other attention. Four hard copy sets of this manual and one electronic file copy are to be delivered to TAMPA BAY WATER. The requirements for hard copies and for electronic files are provided below in this section. 6.7.5 Warrantees, Guarantees and Certificates Manual

This manual shall contain all warranties, guarantees, bonds, certificates, and similar documents, including those customarily provided by manufacturers and suppliers which cover a period greater than the one-year correction period. Show TAMPA BAY WATER as beneficiary on these documents.

Two hard copy sets of this manual and one electronic file copy are to be delivered to TAMPA BAY WATER. The requirements for hard copies and for electronic files are provided below in this section:

6.7.6 Corrosion System Manual This manual shall contain information on the corrosion control system(s) provided on the project. Where applicable, it shall include a commissioning and testing report that describes how the system was energized and the output adjusted to provide effective protection. The report shall note and verify electrical isolation where appropriate and note any deficiencies. The manual shall include a “Statement by Engineer of Record and Post Construction Corrosion Protection System Summary Report”. For pipeline projects, this will describe how the corrosion protection system is intended to address different conditions encountered along the pipeline route (by stationing). Other sections of the manual may include:

Cathodic Protection Test Station Schedule Commissioning Report (Introduction, Objective, Findings, Summary) Commissioning Data Operation and Maintenance Instructions

Two hard copy sets of this manual and one electronic file copy are to be delivered to TAMPA BAY WATER. The requirements for hard copies and for electronic files are provided below in this section:

6.7.7 Construction Photographs


This manual shall contain construction photographs obtained from the CONTRACTOR, ENGINEER, and TAMPA BAY WATER. All photographs are to be color digital compiled on CD and provided with a descriptive index of the images with dates.

Two electronic file copies are to be delivered to TAMPA BAY WATER. 6.7.8 Conformed to Construction Record Drawings As identified in General Conditions Article 2.4.1., the Contractor is to maintain on a daily basis at the project site one current set of as-built contract documents which have been accurately marked by Contractor to indicate all modifications in the completed work that differ from the original contract documents. The Contractor is to give the set of as-built contract documents to the ENGINEER who in turn will produce Conformed to Construction Record drawings.

Three 24” x 36” size sets of drawings, or other size stated by TAMPA BAY WATER, each signed and sealed by the Engineer(s) of Record, shall be delivered to TAMPA BAY WATER. In addition, one electronic file of each drawing in Win. OS - AutoCAD 2008 format and one electronic file of each drawing signed and sealed (seal must be inked) shall be scanned and saved as Win. OS - Tif 6.0 files with a resolution of 300 dpi, shall be provided to TAMPA BAY WATER in the most logical format listed by judging the size of the project. The files should be labeled by drawing title and page number. The formats are CD, DVD, Blu-Ray DVD, Flash Cards or memory sticks, USB Drive, and/or portable Hard Drive. 6.7.9 Requirements for Hard Copies All manuals and other data shall be printed on heavy, first quality 8-1/2 x 11 inch paper, with standard three-hole punching. Drawings and diagrams shall be reduced to 8-1/2 x 11 inches or 11 x 17 inches. Where reduction is not practicable, larger drawings shall be folded separately and placed in envelopes, which are bound into the manuals. Each envelope shall be suitably identified on the outside. Each volume containing data for three or more items of equipment shall include a table of contents and index tabs. Each manual shall be prepared and delivered in substantial, permanent, three-ring or three-post binders with a table of contents, suitable index tabs, and a label on the binder spine. 6.7.10 Requirements for Electronic Files


For all documents except Conformed to Construction Records Drawings, each electronic copy shall be delivered on a unique CD-ROM in Adobe Acrobat’s Portable Document Format (PDF). The PDF file(s) shall be fully indexed using the Table of Contents, searchable with thumbnails generated and any extra blank pages removed.

Scanned images must be at a readable resolution. For most documents, they will be scanned at 300 dots per inch (dpi). Optical Character Recognition (OCR) capture must be performed on these images. OCR settings shall be performed with the “original image with hidden text” option in Adobe Acrobat Exchange.

One PDF document (PDF file) shall be created for each manual. The entire manual shall be converted to a single .PDF file via scanning or other method of conversion. Drawings or other graphics shall also be converted to .PDF format and included into the single PDF document. Pages that must be viewed in landscape format shall be rotated to the appropriate position for easy reading on screen.

The PDF documents shall have a bookmark created in the navigation frame for each major entry (“Section” or “Chapter”) in the Table of Contents. Thumbnails shall be generated for each page or graphic in the PDF file.

The opening view for each PDF document shall be as follows: Initial View: Bookmarks and Page Magnification: Fit In Window The file shall open to the cover page of the manual, with bookmarks to the

left, and the first bookmark shall be linked to the Table of Contents.

Permit Manual Major Equipment Shop Drawings, Pipe Laying Schedules,

and Surveying Manual Operation and Maintenance manual Warrantees, Guarantees, and Certificates Manual Corrosion Control System Manual Construction Photographs Conformed to Construction Record Drawings

All of the project close out documentation shall be provided in accordance with TAMPA BAY WATER’s requirements. The ENGINEER shall provide up six sets of project close out documentation (three hard copies and three electronic copies). The ENGINEER shall prepare record drawings of contract drawings.


The contractors shall provide “As-Built” drawings and O&M Manual information to the ENGINEER for the purpose of preparing record drawings and O&M Manuals.

7.0 Owner's Allowance Professional services, in addition to those specified, may be required upon TAMPA BAY WATER's request to complete the project. The scope of additional services, schedule and limits of compensation shall be negotiated and approved by TAMPA BAY WATER. Additional services may include:

a. Attendance at additional meetings. b. Additional advice and consultation. c. Additional permitting services. d. Additional engineering services. e. Additional bidding services f. Additional office or field construction services. g. Field inspection of adjoining prestressed cylinder concrete piping

during shutdowns and tie-in.

Permitting fees for the permits under Task 4.2 shall be paid by the ENGINEER and reimbursed to the ENGINEER at actual cost from the Owner's Allowance.

ENGINEER'S COMPENSATION TAMPA BAY WATER will compensate the ENGINEER on an hourly rate all-inclusive basis for Tasks 1 through 6. The proposed fee is $284,685. This price includes all labor and expenses anticipated for the completion of the tasks. Attachment 1 shows that the Owner's Allowance is $30,000.00. The total proposed fee for basic services with Owner's Allowance is $314,675.00. The scope and fee for additional services shall be negotiated with TAMPA BAY WATER prior to performance of the services. SUMMARY OF DELIVERABLES

Task Deliverable Task 2.1.1 Kick-off meeting agenda, draft minutes and final

minutes (electronic delivery) Task 2.1.2 Basis of Design Workshop meeting agenda, draft

minutes and final minutes (electronic delivery) Task 2.1.3 Basis of Design Review meeting agenda, draft


Task Deliverable minutes and final minutes (electronic delivery)

Task 2.1.4 60% Design Review meeting agenda, draft minutes and final minutes including actions taken (electronic delivery).

Task 2.1.5 90% Design Review meeting agenda, draft minutes and final minutes including actions taken (electronic delivery)

Task 2.1.6 100% Design Review meeting agenda, draft minutes and final minutes including actions taken (electronic delivery)

Task 2.1.7 Pre-bid Conference Draft and Final agenda and PowerPoint presentation. Meeting minutes (electronic delivery).

Task 2.2.1 Project Schedule (electronic delivery) Task 2.2.2 Project Schedule updates (monthly, electronic

delivery) Task 3.1 Basis of Design Report (BODR), draft electronic

copy, electronic and five hard copies final. 3.3 Geotechnical Report, two final hard copies 3.4 60% Design plans, specifications and cost opinion

(electronic copies, draft). 3.5 90% Design plans, specifications and cost opinion

(electronic copies, draft). 3.6 100% Design plans, specifications and cost opinion

(electronic copies, draft). 3.7 Bid Documents, five sets (signed and sealed) and

electronic copy 4.1.1 FDEP Pre-application materials, draft and final and

pre-application meeting notes (electronic delivery) 4.1.2 SWFWMD Pre-application materials, draft and final

and pre-application meeting notes (electronic delivery)

4.1.3 Pasco Co. Pre-application materials, draft and final and pre-application meeting notes (electronic delivery)

4.2.1 FDEP Construction Permit application 4.2.2 SWFWMD Stormwater Permit application 4.3.1 FDEP RAI response (as required) 4.3.2 SWFWMD RAI response (as required) 4.4 Permit Notebook (10 hard copies) 5.1 Bid addenda (as required). Bid evaluation and

recommendation 6.1.1 Pre-construction meeting agenda, draft minutes and

final minutes including actions taken (electronic


Task Deliverable delivery).

6.1.2 Monthly construction meeting agendas, draft minutes and final minutes including actions taken (electronic delivery, 11 months).

6.3.1 Shop drawing review and log 6.4.2 Review Contractor pay requests (11) 6.4.3 Review Contractor schedule (11) 6.5 Daily field reports (when on-site) and monthly field

reports. Construction photos. Preliminary and final punch list. Certificates of completion to permitting agencies.

6.6.1 RAI responses (as required) 6.6.2 Supplemental drawings (as required) 6.7.2 Permit Manual (2 hard copies, 1 electronic copy) 6.7.3 Shop Drawings Manual (2 hard copies, 1 electronic

copy) 6.7.4 Operation and Maintenance Manual (4 hard copies,

1 electronic copy) 6.7.5 Warrantees Manual (2 hard copies, 1 electronic copy) 6.7.6 Corrosion Systems Manual (2 hard copies, 1

electronic copy) 6.7.7 Construction Photos (2 electronic copies) 6.7.8 Record Drawings (3 signed and sealed copies and 1

electronic copy SCHEDULE The proposed design schedule for the work is provided in the table below. The construction activities will be conducted in accordance with the schedule provided in Task 6.0, once construction is scheduled by TAMPA BAY WATER.

Task Duration Cumulative Duration/Date

NTP 0 weeks 0 weeks 2/23/2015

2.1.1 - Kick-Off Meeting and Field Review

1 week after NTP

1 week 3/2/15

1.0 - Review Project Information 1 week after NTP

1 week 3/2/15

2.2.1 - Develop Project Schedule 1 week after NTP

1 week 3/2/15

2.1.2 - Basis of Design Workshop 3 weeks after 4 weeks



completion of Task 2.1.1

3/17/15

3.0 - Basis of Design Report (Draft) 4 weeks after completion of

Task 2.1.2

8 weeks 04/14/15

Tampa Bay Water Review of Basis of Design Report

2 weeks 10 weeks 4/28/15

2.1.3 - Basis of Design Review Meeting 0 weeks 10 weeks 4/29/15

4.1.1 - Request FDEP Pre-Application Meeting with Pre-App package


4.1.2 - Request SWFWMD Pre-Application Meeting with Pre-App package


4.1.3 - Request Pasco County Pre-Application Meeting with Pre-App package


3.2 - Survey 4 weeks after completion of

Task 2.1.3

14 weeks 5/26/15

3.3 - Geotechnical Investigation and Report

4 weeks after completion of

Task 2.1.3

14 weeks 5/26/15

3.4 - 60% Design (submit) 6 weeks after completion of Task 3.2 and

3.3

20 weeks 7/7/15

Tampa Bay Water Review of 60% Design


2.1.4 - 60% Design Review Meeting 0 7/22/15 4.2.2 - SWFWMD Stormwater Permit Application

2 weeks after completion of

Task 2.1.4

24 weeks 8/5/15

3.5 - 90% Design 6 weeks after completion of

Task 2.1.4

28 weeks 9/1/15



2.1.5 - 90% Design Review Meeting 0 weeks 30 weeks 9/16/15

4.2.1 - FDEP Construction Permit 3 weeks 33 weeks 10/7/15

3.6 - 100% Design 4 weeks after 34 weeks



completion of Task 2.1.5

10/13/15



2.1.6 - 100% Design Review Meeting 0 weeks 36 weeks 10/28/15

3.7 - Bid Documents 2 weeks after completion of

Task 2.1.6

38 weeks 11/11/15

TAMPA BAY WATER

Cypress Creek WTP Yard PipingProject No. 07538

Greeley and Hansen LLCJanuary 14, 2015

Associate Eng. 4 Eng. 2 Associate Eng. 3 Sr. CADD Eng 2 Admin. Fee for (I&C & Elec.) (I&C & Elec.) (Inspection) Asst.

M. Pekkala F. Betancourt N. Smith T. Powell T White Staff A. Glazier Staff Labor Ref. Fee1.0 Review Project Information

Review and Catalog Information 1 6 2 9 998 998 - - -

0 1 6 0 0 0 0 2 9 998 - 998 2.0 Project Management and Scheduling

2.1 Meetings - - - 2.1.1 Kick-Off Meeting and Field Review 4 1 5 820 820 2.1.2 Basis of Design Workshop 6 1 7 1,180 1,180 2.1.3 Basis of Design Review Meeting 4 4 720 720 2.1.4 60% Design Review Meeting - - -

Draft and Final Comment Responses 2 4 1 7 872 872 Review Meeting 4 1 5 820 820

2.1.5 90% Design Review Meeting - - - Draft and Final Comment Responses 2 4 1 7 872 872 Review Meeting 4 4 720 720

2.1.6 100% Design Review Meeting - - - Draft and Final Comment Responses 1 2 1 4 486 486 Review Meeting 4 4 720 720

2.1.7 Pre-Bid Conference and Site Visit - - - Prepare Draft Agenda 2 4 1 7 872 872 Pre-Bid Meeting 4 4 720 720

2.2 Scheduling - - - 2.2.1 Develop Project Schedule 1 2 4 7 1,012 1,012 2.2.2 Monthly Schedule Updates (24 months) 24 24 2,472 2,472

- - - 1 39 42 0 0 0 0 7 89 12,286 - 12,286

3.0 Design3.1 Basis of Design Report (BODR) - - -

Field Review of Facilities 4 4 8 1,132 1,132 Process Basis of Design and Schematic Piping Layout 4 8 16 28 3,192 3,192 Instrumentation/Control and Electrical Basis of Design 2 4 6 980 980 Structural Design Criteria and Approach 2 2 360 2a 500 860 Shutdown and Tie-in Sequence 4 8 12 1,544 1,544 Prepare Draft BODR 2 8 24 1 2 8 2 47 5,906 5,906 Final BODR 1 2 4 2 2 11 1,418 1,418

- - - 3.2 Survey - - -

Coordinate Field Work for Spot Elevations and Pond Improvements 4 4 412 412 Review Survey 2 2 360 360

- - - 3.3 Geotechnical - - -

Coordinate Field Work 4 4 412 412 Geotechnical, Review Geotechnical 2 2 360 1 5,100 5,460

- - - 3.4 60% Design - - -

QA/QC 0 2 7 1 2 7 0 0 19 2,292 2,292 Plans 4 31 77 12 25 146 0 0 295 35,514 2b 3,450 38,964 Specifications 2 5 50 8 11 0 0 0 76 9,825 9,825 Cost Opinion 1 4 12 17 2,196 2,196 Prepare and Distribute Review Sets 1 6 8 4 19 2,022 2,022

- - - 3.5 90% Design - - -

QA/QC 0 1 2 0 1 4 0 0 8 923 923 Plans 2 15 39 6 12 73 0 0 147 17,656 2c 6,900 24,556 Specifications 0 0 3 0 1 0 0 0 4 434 434 Cost Opinion 1 2 8 11 1,424 1,424 Prepare and Distribute Review Sets 1 6 8 4 19 2,022 2,022

- - - 3.6 100% Design - - -

QA/QC 0 0 1 0 0 1 0 0 2 206 206 Plans 0 5 13 2 4 25 0 0 49 5,794 2d 650 6,444 Specifications 0 0 3 1 0 0 0 0 4 549 549 Cost Opinion 1 6 7 798 798 Prepare and Distribute Review Sets 1 6 8 4 19 2,022 2,022

- - - 3.7 Bid Documents - - -

Plans 2 4 8 2 8 24 3,328 3,328 Specifications 1 2 4 7 1,012 1,012 Cost Opinion 1 6 7 798 798 Prepare and Distribute Review Sets 1 6 8 4 19 2,022 2,022

- - - 16 105 319 35 62 322 0 20 879 106,913 16,600 123,513

4.0 Permitting4.1 Pre-Application Meetings - - -

4.1.1 Florida Department of Environmental Regulation - - - Prepare and Distribute Pre-Application Packages 1 4 4 9 1,004 1,004 Pre-Application Meeting and Meeting Notes 4 1 5 820 820

4.1.2 SWFWMD - - - Prepare and Distribute Pre-Application Packages 1 4 4 1 10 1,104 1,104 Pre-Application Meeting and Meeting Notes 4 4 720 720

4.1.3 Pasco County - - - Prepare and Distribute Pre-Application Packages 1 4 4 1 10 1,104 1,104 Pre-Application Meeting and Meeting Notes 4 4 720 720

4.2 Prepare Permit Applications - - -

Estimated Costs ($)

Task No. Description

Estimated Labor Hours

TotalsOther Direct

Total Fee

GH Fee CCPS Yard Piping_01-14-15 1 of 2 1/13/2015

TAMPA BAY WATER

Cypress Creek WTP Yard PipingProject No. 07538

Greeley and Hansen LLCJanuary 14, 2015

Associate Eng. 4 Eng. 2 Associate Eng. 3 Sr. CADD Eng 2 Admin. Fee for (I&C & Elec.) (I&C & Elec.) (Inspection) Asst.

M. Pekkala F. Betancourt N. Smith T. Powell T White Staff A. Glazier Staff Labor Ref. Fee

Estimated Costs ($)

Task No. Description

Estimated Labor Hours

TotalsOther Direct

Total Fee

4.2.1 FDEP Construction Permit 2 16 4 2 24 2,620 2,620 4.2.2 SWFWMD Stormwater Permit 8 48 8 2 66 7,408 7,408

4.3 Respond to Requests for Additional Information (RAIs) - - - 4.3.1 FDEP 1 2 1 4 486 486 4.3.2 SWFWMD 2 4 2 1 9 1,078 1,078

4.4 Permit Note Book - - - Draft Notebook 1 4 4 9 992 992 Final Notebook 2 4 6 606 606

- - - 0 29 88 0 0 26 0 17 160 18,662 - 18,662

5.0 BiddingEvaulate Written Bidder Inquiries and Prepare Addenda 4 4 2 10 1,332 1,332 Evaulate Bids and Recommend Award 1 2 4 7 1,012 1,012 Prepare Conformed Construction Documents 2 4 8 4 18 1,996 1,996

- - - 1 8 12 0 0 8 0 6 35 4,340 - 4,340

6.0 Construction6.1 Meetings - - -

6.1.1 Pre-Construction Meeting - - - Prepare Agenda 2 4 6 800 800 Conduct Meeting and Distribute Minutes 4 4 8 1,160 1,160

6.1.2 Monthly Progress Meetings (7 included here, including safety meeting, 5 included in Task 6.5) - - - Prepare Agenda 7 21 28 3,570 3,570 Conduct Meeting and Distribute Minutes 7 28 35 4,340 4,340

6.2 Construction Administration (11 months) 44 88 132 17,600 17,600 6.3 Submittal Review - - -

6.3.1 Shop Drawings (Technical Submittals) 0 5 76 8 20 0 10 0 119 14,248 14,248 6.3.2 Contractor Pay Requests (6 included here, 5 included in Task 6.5) 3 18 21 2,520 2,520 6.3.3 Contractor Schedules (6 included here, 5 included in Task 6.5) 6 6 12 1,740 1,740

6.5 On-Site Representation - - - Above Grade Construction (16 weeks at 20 hours per week) 320 320 35,200 2e 5,300 40,500 Shut-Down and Tie-in (1 week at 50 hours per week) 50 50 5,500 5,500 Demolition of Existing Piping (3 weeks at 20 hours per week) 60 60 6,600 6,600 Final Completion (4 weeks at 20 hours per week) 80 80 8,800 8,800

6.6 Requests for Information - - - 6.6.1 Evaluate Requests for Information (5) 5 15 20 2,550 2,550 6.6.2 Issue Supplemental Drawings and Clarifications 12 12 24 3,396 3,396

6.7 Project Closeout - - - 6.7.1 General (no services) - - - 6.7.2 Permit Manual 2 4 4 10 1,200 1,200 6.7.3 Shop Drawings, Pipe Laying Schedule and Surveying Manual 2 4 4 10 1,200 1,200 6.7.4 Operation and Maintenance Manual 2 2 4 4 12 1,680 1,680 6.7.5 Warrantees, Guarantees and Certificates Manual 1 2 2 5 600 600 6.7.6 Corrosion System Manual 2 4 4 10 1,200 1,200 6.7.7 Construction Photos 2 4 8 14 1,600 1,600 6.7.8 Conformed to Construction Record Drawings 4 24 8 36 4,072 4,072 6.7.9 Requirements for Hard Copies (included above) - - - 6.7.10 Requirements for Electronic Copies (included above) - - -

- - - 0 110 76 10 20 36 734 26 1,012 119,576 5,300 124,876

18 182 467 35 62 356 0 52 1,172 262,775 21,900 284,6757.0 Owner's Allowance 30,000

18 182 467 35 62 356 0 52 1,172 262,775 21,900 314,675$

References:

1. Geotechnical 5,100$ 2. Structural

a. BODR 500.00$ b. 60% 3,450.00$ c. 90% 6,900.00$ d. 100% 650.00$

240 180 103 240 125 103 110 100 subtotal design 11,500.00$ e. Construction 5,300.00$

2015 Billing Rates (Tasks 1 through 6)

Subtotal Basic Services

Totals

BILLING RATES ($/Hr.)

GH Fee CCPS Yard Piping_01-14-15 2 of 2 1/13/2015