A.01.23__Argentine_Pump_Station_Webinar_22_April_2019.pdf

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Prepared by Kansas City District April 22, 2019

KANSAS CITY LEVEES PROGRAM

ARGENTINE PUMP STATIONS

WEBINAR

AGENDA

• Overview of Kansas City Levees Program

• Overall Scope

• Pump Stations Background and Proposed

Facilities

• Solicitation Review & Submission

Requirements

PROGRAM INFORMATION: SUPPLEMENTAL

FUNDING

Argentine, Armourdale, and Central Industrial District levees have recently been identified to receive emergency supplemental funds through the Bipartisan Budget Act of 2018, Public Law 115-123 enacted February 9, 2018.

All three levee units are broken into pump station and levee raise project delivery teams. Both exist under the Kansas City Levees Program.

OVERVIEW OF PLANNED CONTRACT ACTIONS

Construction - Argentine Levee Unit

Description Owner Station Recommendatio n

Projected Award Magnitude Range

Pump Station Design Build Contract Turner PS (KVDD) Argentine Main PS (KVDD) Strong Ave PS (UG)

60+40 253+14 273+41

Unrestricted 4QTR FY19 $25 to $100 M

Levee/Floodwall Raise Contract KVDD 00+00 to 289+40 Unrestricted 4QTR FY20 $25 to $100 M

Construction - Armourdale/CID Levee Unit

Description Owner Station Recommendatio n

Projected Award Magnitude Range

Armourdale Pump Station Replacement Design Build Contract

12th Street PS (UG) Mill Street PS (UG)

129+20 156+75 Unrestricted 1QTR FY20 $25 to $100 M

Armourdale Underseepage Improvments KVDD 62+00 to 82+00 Small Business 2QTR FY20 $10 to $25 M

CID Underseepage Improvements KVDD

32+50 to 38+00 63+00 to 74+75 77+00 to 94+50 107+00 to 130+00

Small Business 2QTR FY20 $10 to $25 M

Armourdale CID Levee/Floodwall Raise Design Build Contract KVDD 0+05 to 42+50 Unrestricted 3QTR FY20 $100 to $250 M

Armourdale Pump Station Repair Contract

Osage Ave. (KCK #14) 5th Street (KCK #11) PBI Gordon National Beef (KCK #8)

76+83 185+70 286+59 295+52

Small Business 3QTR FY20 $1 to $5 M

CID Pump Station Repair Contract

Ohio Ave (UG) Stock Yard #3 (KVDD) Stockyards #1/Field pump house

(KVDD)

83+52 74+21 98+05

Small Business 3QTR FY20 $1 to $5 M

CID Upstream Closure Structure KVDD 137+00 Small Business TBD $1 to $5 M

ARGENTINE PUMP STATION DESIGN BUILD

TURNER PUMP STATION MODIFICATIONS

BACKGROUND: Constructed in 1950 OBJECTIVE: Prepare Turner Pump Station for the future Levee Raise Contract

1. Raise gatewell

2. Perform structural analysis and strengthen the gatewell as necessary

3. Raise two pump discharge pipes

STRONG AVENUE BACKGROUND

• Parts of the PS are over 100 years old

• At least 2 modifications since original construction

• Combined Sewer Overflow

Strong Avenue Pump Station

PROPOSED FACILITIES – STRONG AVENUE

• Design and construct new pump station on UG-owned property landside of BNSF Railyard

• Maintain operation of the existing pump station during construction of the new pump station

• Tie in to 48-inch combine sewer that runs parallel to

BNSF railyard

• Construct pump discharge line(s) to tie into Ruby Avenue

Drainage Structure

• Modify existing pump station, including demolition of superstructure

• Base Pump Station Capacity = 17,000 gpm

• Option to Increase Pump Station Capacity = 52,000 gpm

Existing 48’’ Combined Sewer

New Strong Avenue Pump Station – tie into existing 48’’ sewer

Ruby Avenue Storm Sewer

Pump Discharge Line(s) into Ruby

Drainage Structure

Modify Existing Pump Station

STRONG AVENUE PUMP STATION

ARGENTINE MAIN BACKGROUND

• Parts of the PS are over 100 years old

• At least 2 modifications since original construction

• No record drawings

• KVDD maintenance building adjacent to PS

Argentine Main Pump Station

PROPOSED FACILITIES – ARGENTINE MAIN

• Design and construct the new pump station integral with the line of protection positioned on the river side of the levee crown

• Maintain operation of the existing pump station during construction

• Construct new levee and soil founded floodwall

• Design and construct temporary flood protection with minimal impact to the Kansas River.

• Demolish the pump station, above-grade maintenance building, and existing floodwall

• Base Pump Station Capacity = 77,000 gpm

• Option to Increase Pump Station Capacity = 154,000 gpm

Existing 9’x9’ RCB

Demolish Existing Maintenance Building

Demolish Existing Pump Station;

Maintain Operation during

Construction

Construct New Pump Station; Maintain Temporary

Flood Protection during Construction

Demolish Existing Pump Structure

Construct New Inlet Sewer

Construct New Outlet Structure

Construct New Levee and Soil Founded Floodwall

Construct New Levee and Soil Founded Floodwall

ARGENTINE MAIN

*Maintain levee access during construction

SOLICITATION REVIEW &

SUBMISSION REQUIREMENTS

• Award One Design-Build Contract to replace Argentine Main and Strong Avenue Pump Stations and modify Turner Pump Station.

• Two-Phase Design-Build Selection Procedures:

Phase 1: Down-select a target of three up to a maximum of five most highly rated offerors to compete in Phase 2.

-Note: Amend #1 correction to Sect. 00 22 10, para.1(f) -Submit Letter from Surety (No Bid Bond)

Phase 2: Only the down-selected offerors will be invited to submit technical & priced proposals -CLINs & 00 22 20 is a draft, final prior to issuing Phase 2 -Submit Bid Bond

SOLICITATION MILESTONE

SCHEDULE

Issue FBO Pre-solicitation Synopsis March 14, 2019

Issue Phase 1 Requests for Proposals April 12, 2019

Receive Phase 1 Proposals May 16, 2019

Selection of Phase 2 Offerors June 2019

Issue Phase 2 Requests for Proposals June 2019

Receive Phase 2 Proposals July 2019

Award Sept 2019

SUBMISSION REQUIREMENTS

Carefully Review Section 00 22 10 “3.0 Proposal Format and Submission Requirements”

PHASE I – EVALUATION FACTORS

FACTOR 1-2 – KEY PERSONNEL

Download and submit the .xls spreadsheet

THANK YOU FOR PARTICIPATING TODAY

PHASE I PROPOSALS DUE MAY 16, 2019!