Contractor Outreach Meeting January 31, 2019 Presentation Overview - - PowerPoint PPT Presentation

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Contractor Outreach Meeting January 31, 2019 Presentation Overview - - PowerPoint PPT Presentation

Contractor Outreach Meeting January 31, 2019 Presentation Overview Brief Overview of SWSP Request for Qualifications Contract Specifics Project Standards Additional Work Opportunities Questions and Feedback


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SLIDE 1

Contractor Outreach Meeting

January 31, 2019

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SLIDE 2

Presentation Overview

  • Brief Overview of SWSP
  • Request for Qualifications
  • Contract Specifics
  • Project Standards
  • Additional Work Opportunities
  • Questions and Feedback
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SLIDE 3

Introduction

  • What is the Surface Water Supply Project (SWSP)?

– Joint effort between WHCRWA and NFBWA to provide surface water to their constituents – Goal is to comply with the Harris Galveston Subsidence District (HGSD) and Fort Bend Subsidence District (FBSD) regulations – HGSD/FBSD mandate conversion from groundwater to surface water at varying amounts at certain timeframes – SWSP is a series of multiple projects utilizing parallel construction – Project by Texas Water Development Board (TWDB) SWIFT monies and Open Market

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SLIDE 4

SEGMENT SPECIFICS

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SLIDE 5

Construction Packaging

  • Add Map of Entire Project
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SLIDE 6

SEGMENT A

– 11.2 Miles of 96” WL – 60% Design – 82% Open-cut, 18% Tunnel – A1 includes 1.1 mile continuous 144” tunnel across US 59 and Halls Bayou – Est. Construction Cost: $195M – Advertisement: Q2 2020

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SLIDE 7

SEGMENT A

  • MAP
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SLIDE 8

SEGMENT B1/B2

– 10.1 Miles of 84” and 96” WL

  • 84” After RePump

– 90% Design – 80% Open-cut, 20% Tunnel – Est. Construction Cost: $170M – Advertisement: Q3 2019

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SLIDE 9

Long Tunnel (B3)

– 4.4 Miles of 96” WL in a continuous 132”+ tunnel – 30% design – In an Exxon Corridor adjacent to 6-8 pipelines – 5 Intermediate/Access Shafts – Est. Construction Cost: $70M – Advertisement: Q2 2020 This will have a separate RFQ later

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SLIDE 10

SEGMENT B

  • MAP
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SLIDE 11

SEGMENT C

– 9.4 Miles of 84” WL – 90% Design – 92% Open-cut, 8% Tunnel – C1 contains additional 66”, 48”, & 36” WL – Est. Construction Cost: $120M – Advertisement: Q3 2019

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SLIDE 12

SEGMENT C

  • MAP
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SLIDE 13

PUMP STATIONS

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SLIDE 14

RePump Station (RPS)

  • Add Map of Entire Project
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SLIDE 15

RePump Station Overview

  • Est. Construction Cost: $60M
  • 160 MGD Pumping Capacity
  • 5 Horizontal Split Case Pumps

– Rated 40 MGD, 1750 HP with Variable Speed Drive

  • 2 precast concrete GSTs @ 10 MG ea
  • 15,000 SF precast concrete Pump Building
  • 4,600 SF precast concrete Operations Building
  • 5,000 SF Chemical Feed Building for chlorine

bleach, Liquid Ammonia, and Caustic

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SLIDE 16

Full Capacity Rendering

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SLIDE 17

Central Pump Station (CPS)

  • Add Map of Entire Project
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SLIDE 18

Central Pump Station Overview

  • Est. Construction Cost: $90M
  • 170 MGD Pumping Capacity
  • 6 Horizontal Split Case Pumps

– Rated 34 MGD, 1500 HP with Variable Speed Drive

  • 2 precast concrete GSTs @ 15 MG ea.
  • 16,000 SF precast concrete Pump Building
  • 14,000 SF concrete masonry Operations Building
  • 5000 SF Chemical Feed Building for Chlorine Bleach

and Liquid Ammonia

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SLIDE 19

Phase Rendering

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SLIDE 20

WL Procurement Process

Pump stations and B3 Long Tunnel will be separate-later

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SLIDE 21

Request for Qualifications

  • Pre-qualify Team-Prime & Major

Subs/Partners, followed by competitive bid

  • Draft RFQ on SWSP website today
  • Official RFQs released February 2019
  • SOQs due April 5, 2019
  • Decisions by late May 2019
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SLIDE 22

Qualifications

  • Respondents must name separately

– Open Cut Firms – Hand Mine Firms – Tunnel Boring Machine Firms

  • Multiple firms may be listed
  • Firms may be listed in multiple categories
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SLIDE 23

Qualification Criteria

  • Each Firm must meet qualifications for their

scope

  • Prime can self-perform if they meet minimum

qualifications for all categories

  • Prime must self-perform at least one category
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SLIDE 24

Open Cut Criteria

For each firm/JV listed: Minimum 5,000 cumulative feet of 72-in welded steel waterline within past 5 years

and

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SLIDE 25

Open Cut Criteria

  • At least 5 projects within past 7 years with similar

elements:

  • ≥ 72-in steel pipe, length >5,000 LF
  • Contract Value ≥ $20 Million
  • 84-in pipe (any type), length >2,500 LF
  • Contractor has coordinated installation of 84-in tunnels

and/or shafts 30 ft. dia, 30 ft. depth

  • Each Project does not have to include all elements, but all

elements must be covered in one or more projects

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SLIDE 26

Hand Mining Criteria

For each firm listed: At least 5,000 LF of 60-in (min) hand mine work within past 7 years

and

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SLIDE 27

Hand Mining Criteria

  • At least 5 projects within past 7 years with similar

elements:

  • ≥ 500 cumulative LF of 72-in (min.) on a single project
  • Excavation using shield or digger shield, 60-in (min.)
  • Hand-mining with groundwater present
  • Work Value ≥ $500,000
  • Excavation of shafts greater than 30 ft. dia, 30 ft. depth
  • Each Project does not have to include all elements, but

all elements must be covered in one or more projects

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SLIDE 28

Tunnel Boring Machine Criteria

  • At least 5 projects within past 7 years with similar

elements:

  • Single run length ≥ 500 LF of 72-inch tunnel
  • Work Value ≥ $5 Million
  • Soft ground mining with groundwater present, 84-inch dia (min.)
  • Excavation of shafts > 30 ft. in greatest dimension, depth ≥ 30 ft.
  • Each Project does not have to include all elements, but all

elements must be covered in one or more projects

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SLIDE 29

Key Personnel

  • For each firm/JV listed:
  • Principal in Charge,
  • Project Mgr,
  • Project Superintendent,
  • Quality Control Mgr,
  • TBM Operator (if applicable),
  • Foreman
  • Project Safety Mgr
  • Include one alternate for each (excluding Principal)
  • 2 page resume for each
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SLIDE 30

Safety Criteria

  • Every Firm must have an Experience

Modification Rate (EMR) average less than 0.95 for the last three years

  • Provide OSHA Forms 300 and 300A
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SLIDE 31

Bonding Capacity

  • Prime only must submit bonding

capacity letter for minimum of $100M

  • Current bonding capacity
  • Bonding Company Information
  • Bonding Company A.M. Best Rating
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SLIDE 32

Financial Stability & Insurance

  • Value of current contracts
  • Dun & Bradstreet Rating
  • Bankruptcy History
  • Insurance Company Information
  • Insurance Company A.M. Best

Rating

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SLIDE 33

Evaluation Criteria

  • Review by Committee designated by

WHCRWA

  • Pass/ Fail
  • Respondent Team is evaluated as a

unit

  • Contractors may be on multiple teams,

but Prime only once

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SLIDE 34

Bidding

  • Bid must include one or more Firms

deemed qualified from each category

  • Does not have to include all Firms

listed in SOQ

  • No substitutions of firms
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SLIDE 35

Alternative Packages

  • Construction packages may be bid as

alternates

  • For example, Segment B breaks down

as:

– Part B1 – Part B2 or – Part B1 & B2 together

  • B3 is a separate contract (Exxon Tunnel)
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SLIDE 36

Construction Contract

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SLIDE 37

Contract Specifics

  • Draft Agreement and General & Suppl

Conditions posted to SWSP website

  • Based on the EJCDC documents
  • Escrow bid documents
  • Geotechnical Baseline Reports for all

tunnel sections

  • Dispute Review Boards
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SLIDE 38

Contract Specifics

  • Consideration for partial payments for

materials prior to installation

  • Contractor will provide estimated cash

flow after NTP

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SLIDE 39

PROJECT STANDARDS

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SLIDE 40

STANDARD DETAILS

  • Six 96”/84” BFV Stations

– BFVs located in vaults with security fencing and other site improvements

  • Approximately 130 6-inch Air Valves
  • 10 96”/84” Monolithic Isolation

Joints

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SLIDE 41

BFV Vaults

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SLIDE 42

BFV Vaults

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SLIDE 43

STANDARD DETAILS AND SPECS

  • Electronic copies of the Details and

Specs will be provided online SWSP Website.

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SLIDE 44

ADDITIONAL WORK OPPORTUNITIES

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SLIDE 45

Future WHCRWA Projects

  • Segment 3

– 42” Pipe from RPS to NFBWA

  • Kinder Morgan Contracts:

– 84”, 66” Pipe from CPS to NFBWA

  • Ongoing CIP Contracts:

– 60”, 24”, 16”, 12” to various MUDs

  • Future CIP Contracts:

– WLs ranging from 12” to 36”, some 66”

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SLIDE 46

Segment 3

  • 42” Waterline through CPE Corridor
  • Approx. 13.8 miles
  • Connects SWSP to Bellaire Pump

Station

  • Design started in Q1 2019
  • Preliminary Cost Estimate: $65M
  • Project to be split into multiple Contracts
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SLIDE 47

Kinder Morgan

  • 66” Waterline through Kinder Morgan

Easement

  • Approx. 7 miles
  • Connects CPS to NFBWA
  • Connects 8 additional MUD WPs to

existing CIP System

  • Design started in Q1 2019
  • Preliminary Cost Estimate: $48M
  • Split into 6 Contracts
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SLIDE 48

Additional CIP PROJECTS

  • Five projects currently under design
  • Approximately 70 miles of waterlines

to be installed

  • Connects approx. 25 MUDs to surface

water

  • Work will be split into approx. 30 future

contracts

  • Historically, these have been in the

range of $3 to $7M

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SLIDE 49

QUESTIONS & FEEBACK

  • Comment cards
  • Online

www.surfacewatersupplyproject.com

  • Provide RFQ comments by Feb 7th
  • Provide comments on Contract documents,

details and specifications by March 1st

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SLIDE 50

HOME PAGE

Use this quick link to be taken directly to the Procurement Page.

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SLIDE 51

PROCUREMENT PAGE

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SLIDE 52

FEEDBACK SUBMISSION

Use this function to mark up procurement documents and add them to your submission.

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SLIDE 53

THANK YOU!

Visit the project website at: www.surfacewatersupplyproject.com frequently for newly added documents. All feedback submissions will be taken into consideration.

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SLIDE 54

Request for Qualifications

  • Pre-qualify Team-Prime & Major

Subs/Partners, followed by competitive bid

  • Draft RFQ on SWSP website today
  • Official RFQs released February 2019
  • SOQs due April 5, 2019
  • Decisions by late May 2019