FY21 Manitowoc Industry Day.pptx

Betty Beck – Project Manager Stephen Ramsey – Contract Specialist Contracting Officer – Emily Moore Industry day FY21 FFR Manitowoc wi

“The views, opinions and findings contained in this report are those of the authors(s) and should not be construed as an official Department of the Army position, policy or decision, unless so designated by other official documentation.”

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AGENDA

Project Scope of Work

Schedule

Procurement Process

Questions

PROJECT LOCATION

File Name

Project Scope of work

PROJECT SCOPE:

File Name ACQUISITION STRATEGY: Design-Build EST. CONSTRUCTION DURATION: 760 days

This project is a design-build project to Alter, repair, and upgrade the existing 12,578 SF Army Reserve Center (ARC). Redesign Personally Owned Vehicle (POV) lot and access road to comply with Anti-Terrorism/Force Protection (AT/FP) guidelines. Repairs will replace aging floors, ceilings, doors, and mechanical/electrical systems with new, modern materials and systems that meet current codes (to include ADA-compliance considerations). The project will modify the building interior to include entrances, exclusive/common administrative offices, classrooms, latrines, lobby area, increased electrical capacity, and other modifications to improve functional efficiency. New systems furniture will be installed in administrative office areas and classrooms.

Limited site work includes landscaping, fencing, gates, signage, handicapped parking/ramps, access road and privately-owned vehicle (POV) parking. Supporting facilities include land clearing, paving, fencing, general site improvements and utility connections. Accessibility for the disabled will be provided. Antiterrorism/Force Protection (AT/FP) and physical security measures will be incorporated into the design including maximum standoff distances from roads, parking areas and vehicle unloading areas. Sustainability/Energy measures will be provided. Facilities will be designed to a minimum life of 50 years in accordance with DoD's Unified Facilities Criteria (UFC 1-200-02) including energy efficiencies, building envelope and integrated building systems performance.

SITE LAYOUT

For Reference Only

Demolition floor plan

Conceptual floor plan

SCHEDULE

DATES ARE APPROXIMATE AND SUBJECT TO CHANGE

File Name ISSUE SOLICITATION Mar 21

PHASE 1 Apr 21

EVALUATION BOARD Apr 21

PHASE 2 May 21

EVALUATION BOARD Jun 21

AWARD Aug 21

Procurement process

Stephen Ramsey – Contract Specialist Louisville District Office Phone: 502-315-6214 Email: Stephen.d.ramsey@usace.army.mil Project award will be made on a “Best Value Trade-off” basis as described in the evaluation criteria.

Proposals must be submitted on time. The Louisville District is in the Eastern time zone.

The Source Selection Evaluation Board (SSEB) will evaluate contractors’ proposals based on specific factors which are defined in the RFP Package.

PROCUREMENT PROCESS

HOW TO OBTAIN THE SOLICITATION

Announcement information: beta.sam

• Solicitation Numbers TBD (will begin with ‘W912QR’)

• View interested vendors list and register as an interested vendor.

• Register to receive notifications and updates / amendments.

• RFP technical information will be posted on the beta.sam

Obtaining THE ISSUE DOCUMENTS Requirements to download Technical Data Package:

1) Need to be registered in System for Award Management (SAM)

2) Need to be registered in FBO

• Any amendments issued to the RFP will also be posted on FBO.

• Pre-Solicitation Notice – will be posted to FBO at least 15 days prior to the initial issuance of the Solicitation package.

• Advertisement – minimum 30 days to prepare proposals.

PROPOSAL REQUIREMENTS

Source Selection Criteria for an Unrestricted “Best Value Trade-off” usually consists of four elements:

• Submit your best proposal the 1st time. If we receive an initial proposal that is awardable, discussions may not be opened.

• Assuming an Unrestricted procurement, each offeror is to submit a Small Business Participation Plan

PROPOSAL REQUIREMENTS (CONTINUED)

• Large Business offerors MUST also submit a Small Business Subcontracting Plan.

• Although this is not a rated element as a part of the Source Selection process, it is a condition of award.

• Instructions for submitting a Request for Information (RFI) will be included in the Solicitation.

QUESTIONS ??

image6.png image7.emf

G

EXISTING

BUILDING

EXISTING

MEP

W

S O

U T

H

R

E

GPS CONTROL

POINT #1

SET REBAR WITH

CEC CONTROL CAP

N

L

V

VENT PIPE

SS

PPOL/

8F0

IP

SIGN

I

C

UC

X

WV

PPOL/ 8F0717

EX SEWER CLEANOUT

RIM: 651.09'

INV INLET: 647.54'

EX SEWER CLEANOUT

RIM: 649.16'

INV INLET: 642.37'

BOLLARD

GPS CONTROL POINT #2

GPS CONTROL POINT #3

EX SEWER MH

RIM: 626.95'

INV OUTLET: 616.80'

INV INLET: 617.71'

RIM: 641.83'

INV OUTLET: 633.23'

24"

10"

8"

6"

18"

10"

30"

5"

BORING 3

BORING 1

BORING 1A

BORING 6

BORING 2

BORING 5

BORING 4

GATE

GATE

DUMPSTER

LOCATION

FFE: 649.73'

FFE: 652.54'

FFE: 647.02'

FFE: 652.45'

FFE: 652.42'

FFE: 652.57'

BORING 1/HAND AUGER

PULL-UP BARS

FFE: 652.51'

CABLE TV

TELEPHONE

FIBER OPTIC

OE

RIM: 649.50'

INV OUTLET: 645.44'

INV INLET: 645.49'

MOTOR

VEHICLE

STORAGE

SHED

S88°31'18"W

449.73'

N88°31'24"E

450.26'

IL

K

P A

D

US Army Corps of Engineers ®

SHEET ID

M

Y

F

B

Z

2 3 4 5 6 7 8 9 10

L

L

CERTIFIED FINAL RFP - NOT FOR CONSTRUCTION

J

SCALE: 1" = 40'

0 20' 40' 80' 120'

PLAN NORTH

A1

EXISTING CONDITIONS PLAN

d w g

VF101

SHEET KEYNOTES

1. GAUGE HYDRANT 09/09/20

2. FLOW HYDRANT 09/09/20

3. 24" EXISTING WATER MAIN LINE

4. BURIED FUEL TANK

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND

COMMUNICATIONS

EXISTING OVERHEAD POWER LINE

EXISTING FENCE

W W

SS SS

G G

UC UC

OE OE

LEGEND

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

X X X

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON WAS

COMPLETED BY FIELD RUN TOPOGRAPHIC SURVEY AND

RECORD INFORMATION.

SURVEY NOTES

1. TOPOGRAPHIC SURVEY WAS COMPLETED IN WISCONSIN

STATE PLANE - SOUTH ZONE NAD83 WITH VERTICAL DATUM IN

NAVD88. ALL WORK WAS COMPLETED IN US SURVEY FEET.

2. THE LOCATION OF THE WATER SERVICE TO THE BUILDING IS

BASED ON AS-BUILT PLANS PROVIDED BY THE CITY OF

MANITOWOC.

3. THE CHAINLINK FENCE IS 7 FEET HIGH AND 8 FEET HIGH TO

THE TOP OF THE BARBWIRE.

4. REFER TO RFP FOR HYDRANT FLOW DATA

POWER POLE

GUY ANCHOR

BUSH

LIGHT POLE

MAILBOX

FOUND SURVEY MONUMENT

SANITARY SEWER MANHOLE

HYDRANT

WATER VALVE

GPS CONTROL POINT

MISCELLANEOUS POINT

TREE (DIAMETER NOTED)

UTILITY VAULT

BORING LOCATION

FLAGPOLE

SPLASH PAD

AutoCAD SHX Text image8.emf

1 1 1

7 7

AD101

A5

1 1 1 1 1 1 1 1 1

1 1 1 113 13 13 13 13

OPT. A

DEMOLITION LEGEND

REMOVE EXISTING WALL CONSTRUCTION IN ITS ENTIRETY FROM

FLOOR TO STRUCTURE ABOVE INCLUDING DOORS, DOOR FRAMES,

VISION PANELS, BASE, ASSOCIATED ELEC./ MECH. WORK ETC.

(EXTENT SHOWN BY BROKEN LINES). PATCH EXISTING ADJACENT

AREAS AS REQUIRED THAT HAVE BEEN DISTURBED BY

DEMOLITION AND PREPARE SURFACES TO RECEIVE NEW FINISHES.

REMOVE EXISTING DOOR OR VISION PANEL, GLAZING AND

HOLLOW METAL FRAME ASSEMBLY. CLOSE OPENING WITH LIKE

MATERIALS TO MATCH EXISTING WALL CONSTRUCTION. ALIGN

NEW WORK FLUSH WITH EXISTING ADJACENT PARTITION. MATCH

EXISTING WALL THICKNESS AND PREPARE SURFACE AS

REQUIRED TO RECEIVE NEW FINISHES.

PROVIDE OPENING IN EXISTING PARTITION AS REQUIRED TO

RECEIVE NEW HOLLOW METAL DOOR FRAME OR CASED OPENING.

PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED TO

RECEIVE NEW FINISHES.

REMOVE EXISTING CASEWORK, COUNTERS, SHELVING,

EQUIPMENT, SUPPORTS, AND INTERSECTING WALLS. PATCH

EXISTING WALL AND FLOOR AREAS DISTURBED BY DEMOLITION

PLAN AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW

FINISHES.

CONTRACTOR TO REMOVE ALL EXISTING PLUMBING FIXTURES

AND PIPING BACK TO THE POINT OF ENTRY INTO THE BUILDING,

AND SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING

AREAS WHERE AFFECTED BY THEIR REMOVAL. ANY FLOOR

PENETRATIONS DUE TO THE REMOVAL OF PIPING ARE TO BE

FILLED WITH AN UL APPROVED MATERIAL TO MATCH EXISTING

CONSTRUCTION TYPE.

DEMOLITION FLOOR PLAN LEGEND

ASBESTOS-CONTAINING MATERIAL - VINYL FLOOR TILE

IN

IG

IT

IZ

IS

IC

IO

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AD101

IR

1/8" = 1'-0"

FLOOR PLAN - DEMOLITION

0' 2' 4' 8' 16'

GENERAL SHEET NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF ALL STRUCTURAL

MODIFICATIONS NEEDED TO ACCOMMODATE NEW WALL OPENINGS,

INCLUDING BUT NOT LIMITED TO LINTELS, JAMBS AND SLAB REPAIR.

2. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING

OPERATIONS WHILE STRUCTURAL MODIFICATIONS ARE BEING PERFORMED.

3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REMOVING ALL

ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS, IN ITS ENTIRETY,

WITHIN THE BUILDING. COORDINATE DISCONNECTION OF ELECTRICAL

SERVICE WITH LOCAL ELECTRIC UTILITY. COORDINATE REMOVAL OF

DEMARCATION EQUIPMENT AND DISCONNECTION OF TELEPHONE SERVICE

WITH LOCAL TELEPHONE COMPANY.

4. CONTRACTOR TO REVIEW PRE-RENOVATION HAZARDOUS MATERIALS

SURVEY REPORT, ABATE HAZARDOUS MATERIALS AS REQURIED.

5. ALL PAINT SHALL BE ABATED AS LEAD-BASED PAINT (LBP).

6. ABATE ALL VINYL FLOOR TILE MASTIC AS ASBESTOS-CONTAINING MATERIAL

(ACM) THROUGHOUT THE FACILITY.

7. TRENCH EXISTING CONCRETE SLAB AS NEEDED FOR MODIFICATIONS AND

RELOCATION OF PLUMBING SYSTEMS. SEE AE101 FOR NEW RESTROOM

/SHOWER LAYOUTS AND "SMALL" KITCHEN LOCATED WITHIN ASSEMBLY

HALL.

8. SALVAGE DEMOLISHED BRICK. USE SAVED MASONRY FOR INFILL AND

BLENDING WITH NEW BRICK TO MATCH EXISTING.

9. REMOVE ALL FLOOR FINISHES, DOWN TO CONCRETE SLAB, THROUGHOUT

FACILITY AND PREP SLAB TO RECIEVE NEW FINISHES.

10. REMOVE ALL CEILINGS THOUGHOUT FACILITY INCLUDING ASSOCIATED

ELECTRICAL AND LIGHTING, HVAC EQUIPMENT AND OTHER BUILDING

COMPONENTS.

11. DEMOLISH THE ENTIRE EXISTING COMBUSTIBLE (WOODEN) MEZZANINE

STRUCTURE WITHIN THE ASSEMBLY HALL / HIGH BAY AREA.

12. ALL EXISTING WINDOWS TO BE DEMOLISHED AND REMOVED.

SHEET KEYNOTES:

A5

MEZZANINE - DEMOLITION

1. REMOVE WINDOW AND FRAME. PREPARE OPENING FOR NEW UFC 4-010-01

COMPLIANT WINDOW FRAME AND GLAZING.

2. REMOVE EXISTING DOOR, WOOD SIDING AND EXISTING INFILL. REPLACE

WITH CMU TO MATCH ADJACENT WALLS AND PROVIDE OPENING FOR NEW

DOOR SHOWN ON AE101.

3. REMOVE WOOD SIDING AND EXISTING INFILL AT TOP OF ASSEMBLY HALL

"HIGH" BAY AREA. CONTRACTOR TO PROVIDE ELEVATION DESIGNS

INDICATING INFILL TYPE AND MATERIALS FOR EXTERIOR WALLS

INCLUDING INFILL MATERIAL AT TOP OF ASSEMBLY HALL.

4. NEW DOOR OPENING. PROVIDE HEADER AND JAMB FOR CMU WALL.

5. REMOVE BRICK VENEER PORTION OF WALL AT HIGH BAY AS NEEDED FOR

EXECUTION OF BID OPTION A, PROVIDE LINTEL FOR SUPPORT OF REMAINING

BRICK ABOVE.

6. REMOVE OVERHEAD COILING DOOR AND INFILL WITH LIKE MATERIALS.

7. REMOVE ALL PLUMBING FIXTURES AND/OR EQUIPMENT IN ROOM.

8. DEMOLISH FLOOR SLAB AS REQUIRED FOR NEW MEZZANINE FOUNDATIONS.

9. REMOVE FIBER DERMACATION EQUIPMET, RACK, DISTRIBUTION PANEL

AND ALL TELECOMMUNICATIONS INFRASTRUCTURE WITHIN THE BUILDING.

10. REMOVE TELEPHONE BACKBOARD, COPPER TERMINATION BLOCKS, AND ALL

TELECOMMUNICATIONS INFRASTRUCTURE WITHIN THE BUILDING IN ITS

ENTIRETY. COORDINATE DISCONNECTION OF TELEPHONE SERVICE WITH

LOCAL TELEPHONE COMPANY.

11. DEMOLISH ELECTRICAL SERVICE ENTRANCE PANELBOARD, ALL ELECTRICAL

EQUIPMENT AND ALL ELECTRICAL INFRASTRUCTURE WITHIN THE BUILDING

IN ITS ENTIREY. COORDINATE DISCONNECTION OF ELECTRICAL SERVICE

WITH LOCAL ELECTRIC UTILITY.

12. LOCATION OF NEW DOOR OPENING.

13. WINDOW TO BE REMOVED. INFILL WITH MASONRY, VENEER TO MATCH

EXISTING.

14. DEMOLISH THE ENTIRE MEZZANINE STRUCTURE WITHIN ASSEMBLY HALL.

15. DEMOLISH EXISTING STEEL VAULT IN ITS ENTIRETY.

16. TRENCH CONCRETE SLAB AS NEEDED FOR BID OPTION A, SMALL KITCHEN.

RE: AE101

17. ABATE ASBESTOS CONTAINING MATERIAL, BLACK MASTIC, UNDER RED /

BLACK VINYL FLOOR TILE AT THRESHOLD.

18. ABATE ASBESTOS CONTAINING MATERIAL, BLACK MASTIC, UNDER BROWN/

TAN PATCHWORK VINYL FLOOR TILE.

image9.emf

DN

258 SF

RETENTION OFFICE

164 SF

FAMILY SUPPORT

OFFICE

120 SF

ARA

141 SF

MT CHIEF

120 SF

NCO

65 SF

ADMIN. SUPPORT

80 SF

TER

48 SF

EF

508 SF

MECH

48 SF

FIRE RISER

170 SF

ELECTRICAL

80 SF

LACTATION

45 SF

JAN

155 SF

W. LOCKER

128 440 SF

PHYSICAL

READINESS

185 SF

BREAK ROOM

156 SF

COMMANDER

132 SF

1ST SGT

195 SF

WOMEN

79 SF

VESTIBULE

269 SF

LOBBY

2125 SF

UNIT STORAGE

30 SF

VEST

791 SF

CORRIDOR

400 SF

CLASSROOM

99 SF

STORAGE

ACFT

153 SF

STAGING AREA

530 SF

UNIT COMMON

480 SF

105 SF

TABLES & CHAIR

STOR. AREA

127 SF

ARMORER

119 SF

STAIR

70 SF

125 SF

SUPPLY OFFICE

54 SF

TOILET

MEZZANINE

ABOVE

294 SF

1542 SF

ASSEMBLY HALL

187 SF

M. LOCKER

130 167 SF

MEN

97 SF

M. SHOWERS

32 SF

W. SHOWERS

2 3

35'-2"

'-8

UP

UP

5 5 5 5 5

670 SF

KITCHEN

223 SF

ARMS VAULT

474 SF

CIRCULATION

CHASE

AE101

C6

90 SF

C. CORRIDOR

FLOOR PLAN LEGEND

BASE BID - REPAIR OR REPLACEMENT WORK

UNDER EXISTING ROOF

BID OPTIONS - "NEW WORK" BUILDING ADDITIONS

450 SF

420 SF

TEAMING ROOM

STAIR

2537 SF

OPEN CORRIDOR

'-6

50'-0"

26'-0" 24'-0"

TOP OF KITCHEN TOP OF ARMS VAULT

5' -6

IG

IZ

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AE101

IR

CONCEPT FLOOR PLAN

GENERAL SHEET NOTES:

1. ALL WORK UNDER EXISTING ROOF TO BE CONSIDERED REPAIR AND/OR

REPLACEMENT COST. RE: FLOOR PLAN LEGEND

2. MEZZANINE EGRESS STAIR AND UNIT STORAGE ADDITIONS ARE

CONSIDERED "NEW WORK". CONTRACTOR TO SHOW UNIT STORAGE

AS BID OPTION A AND PROVIDE SEPARATE LINE ITEM COST.

3. PROVIDE ROOM SIZES, FINISHES AND STC RATINGS PER THE

GUIDELINES OF UFC 4-171-05.

4. ALL REMAINING WINDOWS OPENINGS TO RECEIVE NEW OPERABLE

THERMALLY BROKEN INSULATED ALUMINUM FRAMED WINDOWS WITH

DUAL PANE LOW-E GLAZING COMPLYING WITH UFC 4-010-01.

5 ARMY RESERVE STANDARD "SMALL" KITCHEN DESIGN SHOWN ON

PLAN.

1" = 40'-0" B9

KEY PLAN

0' 7' 20' 40' 80'

C6

CONCEPT MEZZANINE

1. BASE BID - EXISTING OVERHEAD DOOR OPENING TO BE INFILLED WITH

MASONRY.

2. BID OPTION A - UNIT STORAGE ADDITION, FLOOR ELEVATION SET 1'-0"

BELOW EXISTING FLOOR SLAB ELEVATION. RE: CIVIL FOR EXISTING

FLOOR ELEVATION. CONTRACTOR TO PROVIDE SEPARATE LINE ITEM

COST FOR SUSPENDED GYPSUM BOARD CEILING AND SUSPENDED LAY-IN

ACOUSTIC CEILING TILE (ACT) CEILING SYSTEMS. HEIGHT OF CEILING TO

BE FLUSHED WITH TOP OF UNIT STORAGE CASES.

3. BID OPTION F - UNIT STORAGE CAGES, 8'-2" WIDE x 12'-2" DEEP x 9'-0" HIGH (MIN) STEEL CAGE, CONSTRUCTED OF STEEL ANGLES AND 10-GAUGE 1"x2"

WIRE MESH PANELS FOR PARTITIONS. TOP OF CAGE SHALL BE WIRE

MESH OR WALLS MAY EXTEND TO BOTTOM OF ROOF DECK. SHELVING

FOR UNIT STORAGE CAGES SHALL BE HEAVY-DUTY OPEN STEEL

SHELVING UNITS WITH FIVE ADJUSTABLE SHELVES. SHELVING ARE 4'-0"

WIDE x 2'-0" DEEP x 7'-0" HIGH. SIX (6) SHELVING UNITS WITHIN EACH UNIT

STORAGE CAGE. ONE LIGHT FIXTURE REQUIRED AT EACH 8'-2" X 12'-2"

CAGE. CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED

EQUIPMENT (CFCI), OMAR FUNDED.

4. CONCRETE RAMP, 1:12 MAXIMUM SLOPE

5 EXISTING WINDOW TO BE REMOVED. MASONRY INFILL AT EXISTING

WINDOW OPENING.

6 ACCESSIBLE DRESSING BENCH. 20" - 24" IN DEPTH, 42" MINIMUM IN

LENGTH AND SEAT HEIGHT 17" - 19" ABOVE FINISH FLOOR.

7 DRESSING BENCH, 12" - 14" IN DEPTH, 48" - 54" LENGTH AND SEAT HEIGHT

17" - 19" ABOVE FINISH FLOOR.

8 OPERABLE THERMALLY BROKEN INSULATED ALUMINUM FRAMED

WINDOW WITH DUAL PANE LOW-E GLAZING COMPLYING WITH UFC

4-010-01. PLACE WINDOW WITHIN EXISTING DOOR OPENING, MATCH

WINDOW SIZE AND SILL HEIGHT WITH EXISTING WINDOWS, INFILL

REMAINING PORTION WITH MASONRY.

9 WALK-OFF MAT

10 FLOOR TO CEILING BUILT-IN MILLWORK FOR MEMORIAL AND TROPHY

DISPLAY.

SHEET KEYNOTES:

image1.png image2.png image3.png image4.png image5.png