20240918_Kentucky Lock Industry Day Presentation.pdf

KENTUCKY LOCK ADDITION

LOCK OPERATIONAL CONTRACT

INDUSTRY DAY

18 SEPTEMBER 2024

Elizabeth Burks, P.E, P.M.P., LSS-BB, Chief, Integrated Project Office (IPO)

Chris Thompson, P.E.

Deputy Chief, Integrated Project Office (IPO)

Dellaria Martin Kentucky Lock Contracting Officer

Bob Winters, P.M.P.

Kentucky Lock Project Manager

Stephen Salaman, P.E.

Lead Technical Engineer

T.J. Ward Pre-Construction Services Team Lead, COR

AGENDA

Dellaria Martin – Kentucky Lock Contracting Officer Cierra Vega – Kentucky Lock Contracting Specialist Eulanda Scott-Shingleton – Small Business Chief Elizabeth Burks – Integrated Project Office Chief Chris Thompson – Integrated Project Office Deputy Phillip Evans – Integrated Project Office Design Manager Jeremiah Manning – Kentucky Lock Resident Engineer Bob Winters – Kentucky Lock Project Manager Stephen Salaman – Kentucky Lock Technical Lead TJ Ward – Kentucky Lock Contract Admin. Chief Mike Looney – Operations Project Manager Adam Michael – Integrated Project Office, A-E Contract Manager Justin Tabor – Cost Estimator

USACE NASHVILLE DISTRICT TEAM

INTRODUCTION

INTRODUCTION OF INDUSTRY ATTENDEES

USACE NASHVILLE DISTRICT

KENTUCKY LOCK INDUSTRY DAY

W912P5-24-R-0004

SMALL BUSINESS BRIEF

Eulanda Scott-Shingleton Deputy, Office of Small Business Programs

USACE Nashville District

• Louisville District Open House

• Annual event in late January/early February

• ~400 industry partners attend

• Louisville District Networking

• Annual event in June/July

• ~350 industry partners attend

• National Society of American Military Engineers (SAME) Small Business Conference

• Annual event in November

• ~3,000-5,000 industry partners attend

• Project Specific Industry Days

• Frequency varies but typically attend ~5-7 per year

• Regional Events

• LRD Industry Day- annually in December

• LRN Industry Day- annually in March

• LRH Industry Day- annually in May

SMALL BUSINESS KEY EVENTS

• Subcontractors must be registered in the sam.gov database

• Doesn’t have to be same as prime, applicable to what you’re doing

• Heavy Construction Equipment operator, NAICS code 532412

• 5 3 series represent the general economic activity

• 2 designates the subsector

• 4 industry group

• 1 NAICS Industry

• 2National Industry

SMALL BUSINESS KEY EVENTS, CONT.

BLANKET PURCHASE AGREEMENT (BPA) OVERVIEW

Adam Michael – IPO AE Contracts Manager

KENTUCKY LOCK RESIDENT OFFICE BPA

Intent: Provide general maintenance, inspect and repair to KYL Resident Office facilities, trailers, and utility connections for the duration of ongoing construction contracts.

Location: Grand Rivers, KY. Exclusively on Corps of Engineers footprint and connecting utility lines associated with the Kentucky Lock.

Duration: Approximately 60 months Anticipated Contract Value: $1.5M (Majority of anticipated Call Orders expected between $10-100k)

N

KENTUCKY LOCK BPA COMPONENTS

Electrical

• Outlets/Receptacles

• Light

Fixtures/Ballasts

• Conduit

• Conductor Cables

• Distribution Panels

Mechanical

• Potable Water Distribution

• Non-Potable Water Distribution

• Sanitary Sewer Distribution

• Lift Station Components

• Plumbing Fixtures

• HVAC Components/Sensor

• HVAC Duct

• HVAC Duct Cleaning

• Portable Heating Appliances

• Portable Ventilation Equipment

• Portable Cooling Units

• Steam, Hot, or Chilled Water Piping with Heating or Cooling Equipment

• Portable Evaporative Coolers

• Fire Protection

Mechanical and Electrical Testing

• Water Distribution Systems

• Water Quality

• Electrical Distribution Systems

• HVAC Systems

BREAK [1000-1015]

KENTUCKY LOCK ADDITION PROJECT OVERVIEW

Bob Winters – Kentucky Lock Project Manager

KENTUCKY LOCK SYSTEM DELAYS AND TONNAGE

2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024

H o u rs

D el a y

1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024

M ill io n

T O

N S

35 Million Tons = 1.4 Million 18-wheel trucks o Existing Kentucky Lock is major bottleneck with one of the highest average delays of all locks in U.S (10 hours) o Delays cost each tow approx. $600-$750/hour per vessel o Delays can total over $120K/day for industry when closures exist

Note: 2024 numbers are year to date. Final Hrs./Tons will be provided January 1, 2025

KENTUCKY LOCK ADDITION OVERVIEW

Contract Legend

Total Project Cost Estimate – $1,561M (2022 TPCS)

Remaining Project Scope:

Approach Walls (AWC) E/M, Buildings, Bridges, Utilities (EMBC) Final Site Development (FSD)

Current Contracts:

DS Monoliths ($380M) – CCD June 2027 Closed Contracts:

DS Excavation ($54.8M) – Complete OCT 2022 DS Cofferdam ($67.1M) – Complete MAR 2021 Site Demo Utilities ($4.6M) – MAR 2019 US Lock ($110M) – Complete FEB 2017 US MG Fab ($5.6M) – Complete DEC 2016 Bridge Superstructures ($104M) – Complete JUL 2014 US Cofferdam ($17M) – Complete NOV 2006 Bridge Substructures ($44M) – Complete MAR 2006

DOWNSTREAM MONOLITHS (DSM) CONTRACT SCOPE

Existing 600’ Look

Upstream Lock Monoliths/Miter

Gates

Downstream Lock Monoliths

Downstream Lock Miter Gates

Total Value =$380M Contract Award: September 2021 Current Contract End Date: June 2027*

KENTUCKY LOCK REMAINING SCOPE:

LOCK OPERATIONAL CONTRACT

Louisville District Design Maintenance & Operations

Buildings

Approach Walls

A/E Stantec Design – Middle Wall Access & Utility Bridges

A/E Tetra Tech Design Upstream/Downstream

Approach Walls

KY Lock Operational Contract Design DesignerDesign Feature USACE -LRNElectrical/Mechanical/Civil USACE -LRNFinal Site Development USACE - LRLBuildings- Operations/Maintenance

A/E - StantecBridges - Middle Wall Access/Utility A/E - Tetra TechUpstream Approach Walls A/E - Tetra TechDownstream Approach Walls

Schedule:

• Operational: May 2029

• Construction Completion: Sep

OPERATIONAL CONTRACT SCOPE OF WORK

& IDAC OVERVIEW

Chris Thompson – IPO Deputy Chief

Bob Winters – Kentucky Lock Project Manager

WHAT IS IDAC?

• Integrated Design and Construction (IDaC) is a contract acquisition method that is similar to Construction Manager at Risk (CMAR) with conversion to Firm Fixed Price at 100% design

• The Government retains the IDaC contractor during design to provide pre-construction phase consultation services such as constructability reviews and cost estimating validation.

• The IDaC contract includes pre-construction phase consultation services at a firm-fixed-price and includes an option for the construction phase at a maximum binding ceiling price with an initial target cost and target profit used to derive a Final Construction Price.

BENEFITS OF UTILIZING IDAC FOR KENTUCKY LOCK

OPERATIONAL CONTRACT

• Improved quality of design integration: necessary due to multiple design entities

• Estimated design maturity of 60% at time of IDaC award, still allowing contractor input

• Enhanced constructability, work sequencing, & period of performance planning vs. D-B-B

• Provides best opportunity to achieve lock operational (online) date of May 2029

• Contractor incentivized to work collaboratively with Government to meet cost/schedule objectives

• Increased understanding of market conditions with pricing feedback from construction industry during design development

PROPOSED PHASES/OPTIONS

CLIN

Number

Estimated Quantity Unit Amount

0001 BASE

BID 1 JOB

0001AA

Estimated Quantity Unit Ceiling Price

1 JOB

1 JOB

BASE BID - PRECONSTRUCTION SERVICES AND EARLY WORK ITEMS

Pre-Construction Services

Preconstruction Services

Title Unit Cost

TOTAL BASE BID

OPTIONAL ITEMS

Initial Target Price (ITP = ITC

+ ITPr)

SUM OF C EILIN G P R IC ES =

T OT A L B A SE B ID A N D SUM OF C EILIN G P R IC ES =

Proposed Total Contract Duration in Calendar Days:

Title Initial Target Cost (ITC) Initial Target

Profit, % (between 4%-

Initial Target Profit (ITPr)

Upstream and Downstream Cofferdam Demolition; Construct Upstream and Downstream Approach Walls; Mechanical;

Electrical

Buildings; Bridges; Lock Commissioning; Utilities & Final Site Restoration

OPEN Q&A WITH CONTRACTING OFFICER

Dellaria Martin

OPERATIONAL CONTRACT TECHNICAL

& PRECONSTRUCTION SERVICES OVERVIEW

TJ Ward – Kentucky Lock Contract Admin. Chief

Stephen Salaman – Kentucky Lock Technical Lead

• The project shall be capable of being constructed within budget and time limitations to meet the required “Operational” date of May 2029.

• Review and evaluation of the design documents for constructability, operability, and cost and value engineering suggestions

• Development of construction sequencing, cost estimates, and budgets

• Schedule development, preliminary project schedule development, and development of Subcontractor and Supplier interest

• The project, as designed, shall be constructible and cost efficient.

• The construction workflow shall be capable of being coordinated with other contracts and the User Agency’s existing operations.

*Note – the Government shall retain complete responsibility of the design documents.

PRECONSTRUCTION SERVICES (PCS)

*Each shall be assigned to the project for both PCS and Construction Options and have at least 15 years of experience. Shall be degreed and registered, except Cost Estimator/Engineer, Scheduler, and Marine Work Coordinator. See Specification 01 00 00, paragraph 1.5.1

PCS KEY PERSONNEL

Design Office Liaison (DOL)

Mechanical Coordinator Cost Estimator/Engineer Scheduler Architectural/Structural/Civil Coordinator Electrical Marine Work Coordinator

• Current level of design for each of the construction scope items at the time of IDaC Solicitation:

CONSTRUCTION SCOPE DESIGN STATUS

Designer of RecordDesign Completion StatusConstruction Scope ItemDesign Feature

USACE90Cofferdam Demolition

Electrical/Mechanical/Civil

USACE90

Channel Dredging and Rock Blasting

USACE60

Miscellaneous Structural and Crossover Gallery

USACE90Mechanical

USACE30Electrical

USACE30Lock Commissioning

USACE30Final Site DevelopmentFinal Site Development

USACE90

Maintenance, Operations, and Control Stand Buildings

Buildings

Stantec – A/E90 Middle Wall and Utility/Pedestrian Bridges

Bridges

Tetra Tech – A/E60 Upstream and Downstream Approach Walls

Approach Walls

LOCK OPERATIONAL & DOWNSTREAM MONOLITHS WORK AREA OVERLAP

Box Color Legend:

DSM Construction Area, construction currently in process Lock Operational – Upstream & Downstream Cofferdam Demo Lock Operational – Upstream & Downstream Approach Walls Lock Operational – Bridges Lock Operational – Electrical & Mechanical Lock Operational – Buildings & Site Development

Downstream Approach Wall Area Upstream Approach Wall Area

B ri dg es

A re a

Downstream Monolith Const. Area

Buildings & Site Development Area

Elec/Mech Work Area

C of fe rd am D em o

A re a

C of fe rd am D em o

A re a

Key Points:

• Remaining scope to achieve lock operational will overlap with DSM scheduled work thru contract completion

• Single contract to achieve lock operational is most efficient path to deliver the work (re: safety, schedule, cost)

• Channel Dredging

• Cofferdam removal

• Approach Wall Construction

• Mechanical

• Electrical

• Maintenance, Operations, and Control Stand Buildings

• Pedestrian and Middle Wall Bridges

• Final Site Development

• Commissioning

MAJOR CONSTRUCTION ACTIVITIES

UPSTREAM CHANNEL DREDGING

• Soil dredging: 119k CY

• Rock dredging: 12k CY

• Demolition of upstream mooring cells

• Concern of rock removal adjacent to completed monoliths

DOWNSTREAM CHANNEL DREDGING

• Soil dredging: 40k CY

• Rock dredging: 8.5k CY

ROCK BLASTING

• Approximate areas requiring blasting.

• Double-hatch areas used for test blasting.

• Cellular sheet pile construction

COFFERDAM DEMO - UPSTREAM

UPSTREAM COFFERDAM – INSIDE CELL #3

COFFERDAM DEMO - DOWNSTREAM

• Consists of the removal of the sheetpile cellular cofferdam and bin wall

• Cofferdam cells consist of granular fill with tremie concrete plug on bottom

• Landwall: 1200’

• Middlewall: 280’

• Floating pontoon construction

• Nose piers: three (3) 10’ diameter drilled shafts supporting concrete nose pier

APPROACH WALLS – UPSTREAM

• 1200’ land approach wall

• Soldier pile wall configuration with precast wall elements

• 10’ diameter drilled shafts supporting precast soldier pile elements

APPROACH WALLS – DOWNSTREAM (ALT 1)

APPROACH WALLS – DOWNSTREAM (ALT 2)

• Floating mooring bits

• Compressed air system

• Miter gate spray systems

• Service water system

• Sump pump system

• Fire sprinkler pumps and piping

• Lock gallery heating and ventilation

• Culvert bulkhead air seals

• Demolition and relocation of existing utilities

• Miter gate machinery

• Culvert Valve machinery

MECHANICAL

MITER GATE MACHINERY

CULVERT VALVES AND MISC. METALS

• Supply four (4) culvert valves and trunnion girders

• Valves and trunnion girders to be attached to previously constructed anchorage

CULVERT VALVE MACHINERY

• Electrical power equipment

• General electrical work

• Lock and gallery lighting

• General site lighting

• Grounding and bonding for electrical systems

• Site utilities

• Fiber optic data transmission systems

• Security and CCTV systems

• Fire detection systems

• Lock operations building electrical

• Maintenance building electrical

• Control stand building electrical

• Lock control systems

ELECTRICAL

MAINTENANCE BUILDING

• Approx. 81 ft x 115 ft.

• Steel framing

• 10T overhead shop crane

• Masonry exterior/metal siding

MAINTENANCE BUILDING

OPERATIONS BUILDING

• Approx. 130ft X 60ft

• CMU/concrete wall construction

• Glulam beams for roof joists

• Basement level ties into new lock pipe gallery

OPERATIONS BUILDING

UTILITY BRIDGE

• Comprised of three prefabricate trusses spanning over the lock chambers and a series of approach spans consisting of adjacent precast prestressed box beams

MIDDLE WALL BRIDGE

• Comprised of a precast prestressed box girder beams and associated approach ramps.

• Consists of two spans: an 80’-6” span and a 145’-6” span across the new lock chamber.

MIDDLE WALL BRIDGE

MIDDLE WALL BRIDGE – TYPICAL SECTION

FINAL SITE DEVELOPMENT

• Re-grading of existing disposal areas

• Backfill all existing sediment ponds

• Roadway construction

• Install site drainage features

• Re-locate and commission utilities

• General grading and seeding

DIRECTIONS TO KENTUCKY LOCK

Kentucky Dam Village Convention Center – Industry Day Formal Event

Kentucky Dam Village Buffet (Optional)

166 Upper Village Dr, Gilbertsville, KY 42044

Kentucky Lock Resident Office 193 Taylor Park Road, Grand

Rivers, KY 42045

Event/Location

1300: Arrive KY Lock Resident Office1

Walk to U/S Cofferdam;

View U/S new lock and intakes

View existing lock operations3

View D/S lock excavation4

View D/S approach5

Return KY Lock Resident Office6

Depart KYL Project Site7

KY Lock Industry Day Site Tour 16SEP24

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