Mandatory Pre-SOQ Meeting April 26, 2017 Regional Environmental - - PowerPoint PPT Presentation

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Mandatory Pre-SOQ Meeting April 26, 2017 Regional Environmental - - PowerPoint PPT Presentation

Gravity Pipeline Mandatory Pre-SOQ Meeting April 26, 2017 Regional Environmental Sewer Conveyance Upgrade Agenda Introduction and RESCU Overview Gravity Pipeline Project RFQ/RFP Process Overview RFQ Sections


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SLIDE 1

Gravity Pipeline Mandatory Pre-SOQ Meeting

April 26, 2017

Regional Environmental Sewer Conveyance Upgrade

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SLIDE 2
  • Introduction and RESCU Overview
  • Gravity Pipeline Project
  • RFQ/RFP Process Overview
  • RFQ Sections
  • Addenda/RFP/Next Steps
  • Site Visits and Available Information
  • Additional Questions (Please ask throughout)

Agenda

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SLIDE 3

Introductions and RESCU Overview

  • Introductions (Org Chart)
  • SVCW
  • RESCU Program
  • Sign-in Sheet
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SLIDE 4

Progressive Design Build Organization Chart

Owner’s Representative Teresa Herrera Front of Plant Project Manager Bill Bryan Owner’s Advisor Brown & Caldwell Quality Assurance Tanner Pacific Progressive Design Builder To be determined Gravity Pipeline Project Manager Bruce Burnworth Owner’s Advisor Kennedy Jenks/COWI Quality Assurance Tanner Pacific Progressive Design Builder To be determined Operations & Maintenance Financial Legal Environmental CEQA

Regional Environmental Sewer Conveyance Upgrade

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SLIDE 5

WEST BAY SANITARY DISTRICT SAN CARLOS BELMONT

MENLO PARK WOODSIDE

EMERALD HILLS

REDWOOD CITY

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SLIDE 6

Front of Plant

Selected Alternative

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SLIDE 7

Gravity Pipeline Project – Overview

  • Need for Project
  • Alternatives Considered
  • Project Success Factors and Objectives
  • Current Project Concepts

– EPB TBM 15’ OD, 17,600 feet long – 100 year Service Life – Diurnal and Seasonal Equalization

  • Initial Focus Areas
  • Status of EIR, Permits and Easements
  • Availability of SVCW Funding
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SLIDE 8

Problem we need to Solve

 4 pump stations with a Booster Pump Station and Influent Lift Pumps  Joints every 12’ in RCP Force Main thru YBM

  • Design useful life = 25 to 50 years (ASCE; EPA)
  • Pipe is 45 years old
  • Currently operating at 2.5 times design pressure
  • 64 leaks so far; rate of failure is increasing
  • Leaks are time-consuming, disruptive and expensive to

repair . . . potentially catastrophic.

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SLIDE 9

Pipe cracked (not a joint separation) Raw sewage flowing from separated and offset joint

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SLIDE 10

Adjacent to airport . . . valve bonnet blew off . . . . . . raw sewage into the air

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SLIDE 11

Major Failures

Corrosion + Surge

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SLIDE 12

Numerous Alternatives Considered

2013/2014 Open Cut in Street Open Cut in Levee Lay in Slough Lay in Lagoon Microtunnel (shallow) 2014/2015 Microtunnel (deep) Tunnel Boring Machine (deep)

From SVCW Plant From near Airport

Sliplining (w/ bypass) Parallel Smaller Pipes Pipe Bursting (w/ bypass) Pipe Splitting (w/bypass) Swege (w/bypass) Replace in place (w/bypass)

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SLIDE 13

Front of Plant

Selected Alternative

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SLIDE 14
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SLIDE 15

RESCU Success Factors

“Success” - collaboratively implementing an appropriate balance of the following:

  • Cost: Provide a complete functional conveyance system that meets

the goals of the Program at the lowest practical capital and lifecycle cost.

  • Operations: Produce projects that are easy, efficient, and effective to
  • perate.
  • Maintenance: Produce projects that minimize required maintenance.
  • Safety: Implement projects that are safe to construct, operate, and

maintain.

  • Schedule: Place new wastewater conveyance system projects into
  • peration with best practical safe speed, while maintaining the

present level of service with existing facilities.

  • Stakeholder Impacts: Solicit, evaluate, and respond to stakeholder’s

concerns, and implement a Program that best meets the combined needs of stakeholders while reaching the Program’s goals.

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SLIDE 16

Gravity Pipeline Project Objectives

  • Quality: Provide a gravity pipeline that will be sustainable over 100 years and will reliably

receive, convey and equalize wastewater flows ranging from 2 mgd to 103 mgd in full compliance with environmental requirements.

  • Cost: Provide a complete functional gravity pipeline and inlet facilities that meet the goals of

the Project at the lowest practical capital and lifecycle cost. Provide early and ongoing total Gravity Pipeline cost predictability.

  • Schedule: Achieve the best practical safe speed to complete the tunnel and inlet structures

so that the existing failing pipeline and pump stations can be taken out of operation as early as reasonably possible.

  • Risk: Generally assign to the Design-Builder the risks that the Design-Builder can reasonably

anticipate and control. Assign to SVCW the risks that the Design-Builder cannot reasonably anticipate and control.

  • Safety: Implement an effective safety program incorporating better than industry practices.
  • Accountability: Design-Builder to provide for a single point of accountability for

performance of all services under Stage 1 and Stage 2. SVCW to provide a single point of accountability for all direction to the Design-Builder.

  • Collaboration: Implement an integrated design process that collaboratively includes SVCW

management, engineering, operations and maintenance as well as the Design-Build contractor and engineer to develop a design that optimally achieves SVCW success factors and Gravity Pipeline requirements.

  • Innovation: Apply proven technology from other locations to uniquely achieve Gravity

Pipeline goals.

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SLIDE 17

Current Project Concepts

  • SVCW will share all of the studies and

alternatives developed to-date

  • Ongoing work related to concrete and
  • dor/corrosion modeling
  • We expect to work collaboratively with the

PDB during Stage 1 to refine, revise or change

  • ur preliminary concepts to best meet SVCW
  • bjectives
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SLIDE 18

“60% Permit Plans” – RLS Shaft

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SLIDE 19

10 AC Site Receiving Lift Station

Front of Plant

Odor Control Headworks Electrical Infrastructure

Front of Plant Facilities

  • Receiving Lift Station
  • Headworks

– Screens – Grit Removal

  • Influent Connection Pipe to WWTP
  • Odor Control
  • Electrical Power Infrastructure
  • Civil Site Work
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SLIDE 20

Site Preparation completed under separate DBB in 2017/early 2018

  • Lime stabilized

areas

  • Roadway

Improvements

  • Construction

Fencing

  • Grading &

Stormwater Drainage

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SLIDE 21

RLS Shaft

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SLIDE 22

Receiving Lift Station

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SLIDE 23

RLS Shaft

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SLIDE 24

Airport Access Shaft

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SLIDE 25

Airport Access Shaft

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SLIDE 26

San Carlos Drop Structure

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SLIDE 27

San Carlos Drop Structure

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SLIDE 28

“60% Permit Plans” – Bair Island Inlet

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SLIDE 29

Bair Island Inlet Structure

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SLIDE 30

Bair Island Inlet Structure

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SLIDE 31

Alignment

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SLIDE 32

Governors Bay Alignment

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SLIDE 33

Easement Acquisition

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SLIDE 34

Pulgas Creek

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SLIDE 35

Geologic Profile

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SLIDE 36

Conceptual Flow Conditions

  • Currently dry weather flows into plant vary daily from

~2 mgd to 23 mgd

  • Currently peak storm flows into SVCW interceptors

are about 100 mgd

  • Future average flows will increase from ~12 mgd to

18 mgd with peak storm flows remaining ~103 mgd

  • Gravity Pipeline flow equalization into WWTP

– Dry weather diurnal flows (constant ~10-13 mgd) – Wet weather equalization (max.~60mgd) – Wet weather equalization appears feasible with 11’ ID pipeline and use of Drying Bed A or 13’ ID pipeline alone

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SLIDE 37

Hydraulics

San Carlos Drop Structure

Design Storm Equalization Diurnal Equalization

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SLIDE 38

Conceptual Hydraulic Gradeline

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SLIDE 39

Early Focus

  • Project cost and schedule reduction
  • RLS Shaft configuration and size (FoP lead)
  • 100 year life approach to corrosion protection
  • Launch shaft – possibly Bair Island
  • Stage 2 phasing – possibly TBM, Segments, Launch

Shaft

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SLIDE 40

RLS shaft – coordination with FoP

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SLIDE 41

Corrosion Protection Alternatives

  • Two Pass

– FRP in tunnel – HDPE lining

  • One Pass

– HDPE lined segments

  • Field weld
  • Combisegments

– Multiple layers of defense

  • Upstream dosing
  • Water and air flow
  • Special concrete
  • Monitoring
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SLIDE 42

100 year life: Ongoing Efforts

  • Concrete mix modeling and batch testing (CTL)
  • WATS Model to address biological, chemical,

biochemical and physical variables affecting sewer odors and corrosion (Aalborg Univ.)

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SLIDE 43

CTL Concrete Mix Modeling and Batch Testing

  • Concrete Testing Laboratory – Research and

Consulting arm of Portland Cement Association

  • Modeling of concrete mixes to achieve 100 yr

life

  • Batch testing to determine relative resistance

to H2SO4 (using low water content, Metakaolin, fly ash, etc.)

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SLIDE 44

WATS Model for Odors/Corrosion

  • Wastewater Aerobic/anaerobic Transformations in

Sewers

  • Developed over 30 years at Aalborg University,

Denmark

  • In use around the world including SFPUC
  • Computer simulation of a matrix of non-linear

differential equations and Monte Carlo simulations

  • Includes all relevant biological processes, chemical and

physical processes, inter-phase mass transport as well as wastewater and air hydraulics

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SLIDE 45

Timing of CTL and WATS

  • Ongoing effort
  • Possible RFQ addendum with more information
  • Interim deliverables in October 2017
  • Collaborative effort with PDB after October
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SLIDE 46

Project Cost and Schedule

  • Reduce GP project cost

by more than $40 million

  • Reduce GP project

schedule by more than a year

  • Achieve 100 year service

life

  • Achieve diurnal and wet

weather equalization

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SLIDE 47

CIP and Current Estimate

RFQ Section 3.6 Gravity Pipeline Budget

$170 million is CIP amount budgeted for Gravity Pipeline PDB work Stages 1 and 2 (includes design, construction and contingency) $163 million is current construction cost estimate for the Gravity Pipeline as described in the EIR (does not include project management, design, construction management

  • r contingency)

Lowest practical capital and lifecycle cost to provide a complete functional gravity pipeline and inlet facilities that meet the goals of the Project

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SLIDE 48

Current Schedule

(much shorter needed)

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SLIDE 49

Bair Island Start vs Environmental/Permitting Delay Risks

Risks

  • Ridgeway Rail – no night work,

February rail survey

  • Mouse – no work during king tides
  • EIR amendment
  • Permit amendments (6 to 9

months) Benefits

  • Eliminate airport access shaft
  • No TBM relocation – one launch
  • Muck spoil on site
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SLIDE 50

EIR Status

  • FEIR Adopted

April 2017

  • Project Accepted

April 2017

  • FEIR Available on SVCW website
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SLIDE 51

Environmental Permits

  • Environmental Permit Applications submitted

December 2016

– BCDC – California F&WS

  • Expected October 2017
  • SVCW anticipates obtaining the project air

permit Authority to Construct

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SLIDE 52

Easements

  • Affected along 3.3 miles:

– Four private owners – Three public agencies

  • Legal Descriptions being prepared
  • Private acquisitions to start upon approval of EIR
  • Two of the three public agencies are members of

SVCW

  • Currently leasing Airport Access Shaft staging

area

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SLIDE 53

Funding

  • SVCW has bonding capacity to obtain bonds

for entire program

  • SVCW is pursuing less expensive funding

– SRF – WIFIA

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SLIDE 54

RFQ/RFP Process Overview

  • RFQ/RFP
  • Stage 1/Stage 2 with Phases
  • Schedule
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SLIDE 55

Why Progressive Design Build

  • Coordinate and faster completion of overall

Project relative to DBB delivery

  • Promote a cooperative and collaborative

relationship between SVCW and the PDB team

  • Incorporate ongoing cost modeling and take a

“design-to-budget” approach

  • Flexibility for phased design and construction
  • Early and ongoing staff involvement and

training

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SLIDE 56

Two Step Selection Process

  • Step 1 – Qualifications

– RFQ issuance, – Pre-submittal meeting – SOQ Submittal – Reference checking – Interviews with selected Respondents – Shortlisting of three (or up to four) Respondents

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SLIDE 57

Two Step Selection Process

  • Step 2 – Proposals

– RFP issuance to short-listed Respondents, – Pre-Proposal Meeting – Confidential Meetings with each short-listed Respondent – Proposal Submittal – Reference checking – Interviews – Selection of winning Respondent – Negotiation of Progressive Design Build Contract

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SLIDE 58

Stage 1/Stage 2 with Phases

  • Stage 1

– Collaboratively bring the design from a 5% to 10% level to a 60% to 70% level – Negotiate Stage 2 Contract Pricing and Schedule (in Phases)

  • Stage 2 (Amendments to Stage 1 D-B Contract for each Phase)

– Final design – Construction – Testing and Start-up

  • Construction Phases

– As needed to move project forward quickly

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SLIDE 59

Gravity Pipeline RFQ/RFP Schedule

(FOP Schedule a few weeks different)

Questions on RFQ May 1 RFQ Responses May 8 SOQ Submission May 16 Interview list May 22 Interviews May 30-31 RFP Shortlist June 5 RFP Issued June 8 Pre-Proposal Meeting June 12 Confidential Meetings July 18-19 Proposals Due August 2 Interviews August 16-17 Election of preferred Respondent August 28 Stage 1 Approval October

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SLIDE 60

Selected RFQ Sections

  • Responsibility Matrix
  • Key Contract Provisions
  • Submittal Requirements
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SLIDE 61

Responsibility Matrix

Responsibility Matrix (P – Primary) Item / Task Responsibility Allocation Item / Task Definition SVCW Design- Builder Environmental Review P Completion and acceptance of Environmental Impact Report and CEQA review for project as currently defined Environmental Permits P Obtain COE, BCDC, CAFWS permits for project as currently defined Right of way P Obtain easements and agreements for alignment and staging areas for project as currently defined Modif dificat icatio ion n to CEQA, , Envir vironme

  • nment

ntal al Permits mits and right t of way ay P Changes needed due to Design-Builder ideas that are different from project as defined in CEQA review and environmental permits Construction Permits P Construction permits after contract execution (e.g., city road excavation permits) Environmental Compliance P Compliance with applicable CEQA and permit conditions Design n integrati ation

  • n

between n FoP and GP P Contracts for the two projects will require design coordination from both teams to work together and with SVCW to establish construction “turnover” milestones for the RLS shaft Approval of “turnover” milestones and FoP compliance P SVCW responsible for approving the “turnover” milestones and for FoP compliance with the “turnover” milestones Design Liability P Preconstruction services scope will include task for Design-Builder to revie iew and accept cept or propos pose modif ificat ication ions to design n crit iteri ria a and design n conc ncepts pts previousl viously develope loped

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SLIDE 62

Responsibility Matrix (P – Primary) Item / Task Responsibility Allocation Item / Task Definition SVCW Design- Builder Existing Geotechnical Information P SVCW will provide existing geotechnical information but will only allow Design-Builder to rely on data (not interpretation) Evaluation of existi ting g geotec technical informa mati tion P Design-Build team will be required to have its own geotechnical / foundation engineer for interpretation Site Investigation after Contract Finalization P Preconstruction services scope will include task for Design-Builder to conduct further er geotec technical and groundw dwater ter studi dies es Approval of Geotechnical Baseline Report P SVCW responsible for approving the GBR prep epare red d by Design gn-Bu Builde der r collabo bora rati tive vely with SVCW W during g Stage ge 1 Preconstru tructi tion Reasonably Foreseeable Site Conditions and Buried Utilities P Design-Builder will have respon ponsibi bility ty for conditi tions s that could be reasonabl bly y forese eseen en Site Conditions and Buried Utilities that could not be reasonably foreseen by Design-Builder P SVCW will have the risk of site conditions that could d not be reasonabl bly y forese eseen en by the Design-Builder (as defined in the contract) Condition Assessment of Existing Connection Points after Contract Finalization P Preconstruction services scope will include task for Design-Builder to conduct condition assessment of accessible connection points. Design-Builder will propose additional work required to utilize proposed connection points or alternatives Future Influent Characteristics P SVCW is responsible for changes in influent characteristics over time

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SLIDE 63

Responsibility Matrix (P – Primary) Item / Task Responsibility Allocation Item / Task Definition SVCW Design- Builder Existing Influent Characteristics P Design-Builder responsible for confirming existing influent characteristics as needed to design for 100 service life Facility Life of 100 years Performance P Design-Builder responsible for achieving 100 0 year servi vice life with reasonabl ble e mainten tenance e and

  • pera

rati tional paramete meters rs conside deri ring g life cycle e costs Project Scope and Quality Definition P SVCW responsible for defining project scope and quality

  • bjectives and approving changes affecting project

scope and quality Design Build Cost P Design-Builder will be responsible for designing and constructing project to be the lowest st practi tical capita tal and life cycle e cost to meet SVCW objectives and keep costs within SVCW CIP budget allocated to Design- Builder Construction Schedule P Design-Builder responsible for achieving the best t practi tical safe spee eed d to complete the tunnel and inlet structures so that the existing pipeline and pump stations can be taken out of operation as early as reasonably possible Delays to FoP project due to GP project P Delays due to failure of GP Design-Builder to meet turnover milestone at exit shaft Delays to GP project due to FoP project P Delays due to failure of FoP Design-Builder to make shaft available for TBM removal Construction Quality P Design-Builder risk responsible to meet standards established in contract Financing and Payment P SVCW is responsible for obtaining financing and timely payment to the Design-Builder Changes in Law P SVCW risk if laws or regulations change after contract execution Labor Relations P Design-Builder risk

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SLIDE 64

Key Contract Provisions

  • 9. Price Proposal
  • 10. Compensation
  • 14. Insurance
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SLIDE 65
  • 9. Price Proposal

Design-Builder’s proposal shall include a price proposal based on the project defined in the RFP with the following components:

  • Lump sum price for Stage 1 Preconstruction services (design

through 60% completion).

  • Percentages to be applied to all Stage 2 costs (design completion,

construction and start-up costs) to cover the following:

– Home office overhead – Profit

  • The percentages for home office overhead and profit to be applied

to Stage 2 costs will remain fixed throughout the project unless changes are approved by the Authority.

  • A detailed open book estimated total cost for Stage 2 services

(completion of design and all construction).

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SLIDE 66
  • 10. Compensation

Stage 1 services (design through 60% completion) will be compensated

  • n the basis of the Design-Builder’s Stage 1 lump sum amount.

Stage 2 of the Project will proceed only if SVCW and the Design-Builder come to agreement on a Guaranteed Maximum Price (GMP) or a lump sum for all remaining design and construction work during Stage

  • 2. If a GMP is established, the Agreement will include a shared savings

clause, which will entitle the Designer-Builder a percentage of any savings the Design-Builder achieves by reaching Final Completion under the GMP. All Stage 2 pricing information will be developed by the Design-Builder and shared with SVCW as an “open book.”

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SLIDE 67
  • 14. Insurance

SVCW intends to obtain an Owner Controlled Insurance Program (OCIP) for the Project at SVCW's expense, including the following coverages:

  • General Liability
  • Excess Liability
  • Builder’s Risk
  • Pollution Liability

Design-Builder will be required to enroll in the OCIP, if SVCW obtains an OCIP. In addition, Design-Builder will be required to carry the following insurance during all stages of the Project:

  • Professional Liability
  • Worker’s Compensation
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SLIDE 68

Submittal Requirements

  • SOQs limited to thirty (30) pages (excluding

appendices) will be favorably considered. Also excludes cover letter and Table of Contents

  • Transmittal Letter (include respondent's contact

and authorized signer)

  • Various Appendices
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SLIDE 69

Team Structure (10 points)

  • Appropriate to meet success factors and objectives
  • Include companies and key personnel responsible for

design and construction of:

– EPB Tunneling – Shafts – Ancillary inlet facilities – Precast concrete tunnel segments and corrosion protection

  • Organization for Stage 1 and Stage 2
  • Location of key personnel
  • Depth of availability (back-up)
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SLIDE 70

Key Personnel (25 points)

  • Key personnel experience appropriate to meet

success factors and objectives

  • Designer and Contractor key personnel past

experience as a team

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SLIDE 71

Experience Collaborating with Owners

(20 Points)

  • Past experience of key personnel successfully

collaborating with owners (Engineering and O&M)

  • Examples of how key personnel worked to

successfully achieve the owner’s project

  • bjectives
  • Systems, tools and/or processes utilized to

facilitate owner collaboration on past projects

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SLIDE 72

Experience Successfully Completing Similar Projects (35 Points)

  • Underground design and construction in

similar soil conditions

  • EPB TBM and tunnel shaft projects in

corrosive conditions

  • Average TBM excavation rates and factors

affecting production on past projects

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SLIDE 73

Safety Experience (10 points)

  • Past experience maintaining a safe work site
  • EMR
  • Approach to safety on past projects and

results

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SLIDE 74

Minimum Requirements

  • Complete Attachment B
  • Minimum requirements . . . scoring used for

ranking

Comments on Draft Term Sheet

  • Draft Term Sheet and Responsibility Matrix

comments considered in preparing contract in RFP (earlier better)

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SLIDE 75

SOQ Interviews (100 points)

  • Purpose: Meet teams and further assess

qualifications

  • Highest ranking SOQs will be invited to an SOQ

interview (based on scoring)

  • RFQ Interview (Scheduled 1.5 hours apart) will

include:

– Presentation (25 minutes) – Q&A (45 minutes) – Closing (5 minutes)

  • Uses same scoring system as SOQs
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SLIDE 76

Reference Checks (25 points)

  • Verify information included in SOQs
  • Provide reachable references
  • SVCW may check references not included in

SOQ

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SLIDE 77

Total Score

SOQ: 100 points maximum SOQ Interviews: 100 points maximum Reference Checks: 25 points maximum Total: 225 points maximum Highest 3 (4 at most) to be sent RFP

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SLIDE 78

Addenda/RFP/Next Steps

  • Addenda to be issued through eBidboard to

those registered

  • RFP basics
  • Two separate contracts or one contract to

single DB firm for both FoP and GP

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SLIDE 79

RFP/Proposal Process

  • Pre-proposal meeting
  • Confidential meetings
  • Proposal submittal
  • Additional reference checking
  • Interviews
  • Scoring
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SLIDE 80

Proposal Criteria

  • Price
  • Life-cycle costs
  • Technical approach to project design and

construction

  • Management approach to the project
  • Key personnel
  • Safety
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SLIDE 81

Proposal Pricing Submittals

  • Fixed price for Stage 1 preconstruction services. (numerically scored,

approximately 3% of proposal score)

  • Home office and profit markups (%) for Stage 2 services. (numerically

scored, approximately 7% of proposal score), markups memorialized in the

DB Agreement

  • Indicative cost estimate

– Indicative cost estimate envelope opened after completion of all

  • ther scoring for the proposal.

– For the Project as defined in the EIR/RFP – Estimating instructions will be in RFP – Evaluated subjectively based on project understanding demonstrated, clarity of cost estimate format, reasonableness of cost estimate, consistency with balance of proposal/meetings/interviews

– (approximately 5% of proposal score)

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SLIDE 82

Two separate contracts or one contract to single DB firm for both FoP and GP

  • Shortlist and select best DB for GP
  • Shortlist and select best DB for FoP
  • If a firm is shortlisted for both the GP and FoP

then RFP will provide an opportunity to describe the benefits of a single firm doing both projects

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SLIDE 83

Available at www.svcw.org

  • Link to eBidBoard
  • Draft and Final EIR
  • Presentations and Sign in lists from Outreach

and Pre-SOQ Meetings

  • Project Planning Reports (GP and FoP)

– Conceptual Designs – Geotechnical Data – Includes detailed cost estimates; capital and life cycle – Defines currently known outstanding issues

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SLIDE 84

Available at E-Bidboard

  • RFQ – Free registration using link from

http://www.svcw.org/projects/SitePages/gravitypipeline.aspx

  • Registration on eBidboard required to obtain

addenda

  • Addenda notifications will only be sent to

those registered on eBidboard

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SLIDE 85
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SLIDE 86
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SLIDE 87
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SLIDE 88
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SLIDE 89
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SLIDE 90

Questions regarding RFQ

  • All questions related to the Gravity Pipeline

RFQ must be sent in by email: GravityPipeline@svcw.org

  • No later than May 1, 2017
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SLIDE 91

Thank you for your interest!

Regional Environmental Sewer Conveyance Upgrade