State of Tennessee Real Estate Asset Management (STREAM)William R. Snodgrass Tennessee Tower, 24th Floor • 312 Rosa L. Parks Blvd. • Nashville, TN 37243

DSP-0402OCI Page 1 of 1 Revised: 12/2018

PROJECT ANNOUNCEMENT

Post Date: 06.29.2020 Submittal Deadline: 07.13.2020

Project Title: VTS Milan Transient Training BarracksFacility Name: MilanCity: Milan County: GibsonSBC Project No.: Agency: DEPARTMENT OF MILITARYMaximum Allowable Construction Cost (MACC): $1,554,000.00Development Manager: Scates, JamesAgency Representative: Milligan, Andrew

Project Description:Construct a one story open bay barracks to include finishes, latrines, showers, laundry, office, and support space, mechanical and electrical systems, parking, and all required related work.

Additional information about the project can be found in the project’s program document included as a part of this announcement.

Special Design or Submission Requirements: Initial contract will cover Program through Construction Documents. A supplement will be issued to cover bidding through closeout.

Note: All information previously made available to consultants, by the State, and all information supplied by consultants to the State, relating to the subject project, will be made available to any potential respondents. Potential respondents desiring to review these documents can submit a request to STREAMDesigner.Interest@TN.gov.

Anticipated SBC Approval Date: 07.09.2020Anticipated ESC Designer Selection Date: 07.20.2020Anticipated Designer NTP Date: 09.30.2020Anticipated Project Bid Date: 06.01.2021

May 22, 2020

FACILITY OBSERVATION

Re: SBC Project No. 361/000-03-2019

Task Authorization # 008

Transient Training Housing Analysis

Volunteer Training Site Milan

Gibson County, TN

SCOPE OF OBSERVATION:

The purpose of this site observation was to perform an assessment of the Milan Transient Training

Housing Complex to determine potential expansion and recommend a location for additional

Barracks. This study was limited to the immediate area around the existing Transient Housing.

OBSERVATIONS:

General Site Observations:

1. The exiting site has three barracks clusters of four 40 to 80 bed open bay barracks, and

one barracks cluster of three 40 to 80 bed open bay barracks. This configuration

provides for housing for 600 to 1200 troops. Additional Officer and Senior NCO billets

are not known at this time.

2. The site along the entrance drive at troop the housing area generally slopes off to the

north and west. To add an additional cluster of 4 barracks there is currently limited

available areas adjacent to consider. The most promising is west of the large gravel

parking lot and to relocate the ACFT from behind the existing barracks building on the

main entrance drive to the end of the gravel parking lot.

3. The area to the west of the existing troop housing looks to be used as an assembly area.

4. The area to the north of the existing troop housing into the woods is adjacent to small

arms firing ranges and additional development could encroach upon the ranges.

Proposed Site:

The proposed site behind the existing barracks building on the main entrance drive would require

the relocation of the proposed ACFT to a proposed site south of the existing gravel parking lot. It is

recommended to begin upgrading the existing sanitary sewer by installing 8” sewer lines and

manholes instead of cleanouts tying into the existing sanitary sewer. The extension of the existing

water main is proposed and adding fire hydrant sized for the barracks expansions and their fire

sprinkler requirements. The proposed gas hot water heaters and heats would be served by

extension of propane gas lines and adding another tank if necessary. The current proposal for a unit

administration building and dining hall have been tentatively sited along the main drive subject to

a topographical survey.

Page 2 of 5

Housing Layout:

The Concept Layout Plan is based upon the use of the Smyrna Barracks plan to create a 4 barracks

(160 to 320 bed) grouping. The barracks are arraigned with two pair facing each other with a unit

mustering area between them. At one end of this grouping is a small unit orderly room and a unit

dining hall at the other. A concept plan was developed which created one 4 barracks group with a

small unit orderly room and dining hall at each end of the site. This configuration has been

modified for Milan to have the small unit administration building and dining hall at one end of the

complex based upon the available site area.

Housing Construction:

The barracks design is based upon the Smyrna Barracks Design with wood frame and wood truss

construction. For this location it is envisioned to continue with the cement fiber siding and asphalt

shingles. It is further recommended to use conventional roof sheathing and to insulate the

Page 3 of 5

underside with a closed cell foam insulation and intumescent coating. The estimate is based upon

the finishes described for Smyrna.

Mechanical, Plumbing and Mechanical:

The existing cantonment area is served by overhead electric lines. The new open bay barracks are

currently planned to be located in the existing cantonment area, and the overhead electric lines can

be extended to the new area to provide electrical service. The existing cantonment area needs to

consider additional general lighting and appears not to have adequate lighting. New site lighting

will be required for the area of the new barracks as this is currently an undeveloped wooded area.

Plumbing for the new barracks building to include commercial china fixtures including accessible

fixtures where required. Plumbing components to include flush valve toilets, instantaneous

propane gas water heaters along with circulating hot water throughout. General purpose floor

drains, hose bibbs, etc. will be provided throughout the facility for wet areas, general

exterior water, etc. HVAC systems will be packaged HVAC units on the ground with propane gas

heating, fully ducted overhead throughout the building. Toilet and shower exhaust systems will be

provided along with considerations for energy recovery where feasible and required for Code.

Laundry, janitor, and support areas will be provided with HVAC and associated plumbing.

Reference attached Concept Plan and preliminary estimate for anticipated costs for the construction

of the first Barracks.

Sincerely,

Wold | HFR Design

John R. Potter, JR | AIA

Project Manager

cc: Brian Crump Wold-HFR, Preston Ayer, Wold-HFR, Jim Gilliam, Wold-HFR, Tim Little, OLG

Page 4 of 5

Milan Concept Site Plan

Page 5 of 5

Proposed Enlarged Proposed Initial Site

SMYRNA FLOOR PLAN

2020-05-20

2 DEMOLITION -$

3 CONCRETE 38,700.75$

4 MASONRY -$

5 STEEL -$

6 WOODS & PLASTICS 141,760.67$

7 THERMAL & MOISTURE PROTECTION 57,923.83$

8 DOORS & WINDOWS 41,907.00$

9 FINISHES 55,528.15$

10 MISC. SPECIALTIES 25,090.16$

11 EQUIPMENT -$

12 FURNISHINGS -$

13 SPECIAL CONSTRUCTION -$

14 CONVEYING SYSTEMS -$

21 FIRE SUPPRESSION 57,646.00$

22 PLUMBING 89,000.00$

23 MECHANICAL 107,500.00$

26 ELECTRICAL 67,946.50$

28 ELECTRONIC SAFETY AND SECURITY 11,727.50$

31 EARTHWORK 101,697.78$

32 SITE IMPROVEMENTS 77,612.50$

33 SITE UTILITIES 88,330.00$

SUB-TOTAL CONSRUCTION COST 962,370.84$

1 GENERAL REQUIREMENTS 504,859.74$

From To % per year Years

Inflation from 2020 2022 3.25% 2 95,369.99$

TOTAL OPINION OF PROBABLE CONSTRUCTION COST 1,562,600.57$

2019600.09

PROBABLE COST OF CONSTRUCTIONSUMMARY SHEET

Milan VTS Add 1 40 Bed Barracks 80 persons with Bunks

Milan, TENNESSEE361-000-03-2019 Task 08

ESTIMATE Barracks Milan.xlsx Page 1

2020-05-20

AREA 4691

Group Items Units Quantity Unit Cost Item Cost

% Sub O&P

Add Group Total Cost/SF

$333.11

2 DEMOLITION $0.00 $0.00

3 CONCRETE $38,700.75 $8.25Concrete Slab With Turn Downed

Foundation sf 4,691 $8.25 $38,700.75

4 MASONRY $0.00 $0.00

5 STEEL $0.00 $0.00

$0.00

6 WOODS & PLASTICS $141,760.67 $30.222x6 wd studs 16" OC, insul, w/5/8"

sheathing, 8" fiber cement sf 3,240 $18.13 $58,741.20

Gables 2x6 wd studs 16" OC, insul, w/5/8"

sheathing, 8" fiber cement sf 330 $16.55 $5,462.02

Wd Truss with sheathing, and 5/8" gyp bd

ceiling sf 4,691 $9.65 $45,268.15

2x6 wd studs 16" OC, sound batt insul,

w/5/8" abuse resistant gypsum board lf 1,332 $12.00 $15,984.00

2x4 wd studs 16" OC, sound batt insul,

w/5/8" abuse resistant gypsum board lf 945 $11.54 $10,905.30

Solid Surface Counter Top lf 24 $225.00 $5,400.00

7 THERMAL & MOISTURE PROTECTION $57,923.83 $12.35Closed Cell Spayed Insulation with

Intumescent Coating sf 4,942 $7.30 $36,089.44

Roof Ice Barrier & Asphalt Shingles sf 4,942 $3.70 $18,284.63

Gutters lf 224 $9.85 $2,206.40

Downspouts & Splash Blocks ea 16 $16.46 $263.36

Cement Board Exterior Ceiling sf 72 $15.00 $1,080.00

8 DOORS & WINDOWS $41,907.00 $8.93

Exterior HM Doors & Frames ea 6 $3,250.00 $19,500.00

Interior HM Doors & Frames ea 6 $3,000.00 $18,000.00

Alum Fixed Windows 3'-4" x 5'-0" ea 2 $584.50 $1,169.00

Alum Operable Windows 3'-4" x 2'-0" ea 10 $233.80 $2,338.00

Alum Ceiling non rated Access Panel ea 4 $225.00 $900.00

9 FINISHES $55,528.15 $11.84Paint - Exterior Doors & Frames ea 12 $122.00 $1,464.00

Paint -Interior Doors & Frames ea 12 $88.00 $1,056.00

Paint - Walls sf 8,910 $1.83 $16,305.30

Paint - Ceiling sf 4,691 $1.80 $8,443.80

Epoxy Paint - Walls sf 0 $3.41 $0.00

Epoxy Paint - Ceiling sf 0 $3.41 $0.00

Resinous Floor sf 616 $14.40 $8,870.40

Resinous Base sf 100 $20.00 $2,000.00

Resilient Base lf 508 $5.30 $2,692.40

Thin Set Ceramic Tile Walls sf 540 $9.73 $5,254.20

Waterproof Tile Sub Wall sf 540 $4.62 $2,494.80

Paint Exterior Siding & Trim sf 3,240 $1.05 $3,402.00

2 Coat Acrylic Sealant sf 4,075 $0.87 $3,545.25

2019600.09

PROBABLE COST OF CONSTRUCTIONESTIMATE DETAIL

Milan VTS Add 1 40 Bed Barracks 80 persons with Bunks

Milan, TENNESSEE

361-000-03-2019 Task 08

ESTIMATE Barracks Milan.xlsx Page 2

2020-05-20

AREA 4691

Group Items Units Quantity Unit Cost Item Cost

% Sub O&P

Add Group Total Cost/SF

$333.11

2019600.09

PROBABLE COST OF CONSTRUCTIONESTIMATE DETAIL

Milan VTS Add 1 40 Bed Barracks 80 persons with Bunks

Milan, TENNESSEE

361-000-03-2019 Task 08

10 MISC. SPECIALTIES $25,090.16 $5.35

STAINLESS STEEL SHELF (18" X 5") ea 10 $68.60 $685.98

JANITOR SHELF WITH HOOKS ea 2 $289.62 $579.23

AUTOMATIC HAND DRYER ea 4 $583.70 $2,334.80

SURFACE MOUNTED COAT HOOK ea $0.00

SURFACE MOUNTED COAT HOOK ea 30 $35.21 $1,056.17

36" CURTAIN ROD W/ CURTAIN ea 10 $57.56 $575.65

36" CURTAIN ROD W/ CURTAIN ea 10 $40.01 $400.10

LIQUID HAND SOAP DISPENSER ea 4 $84.24 $336.95

MIRROR (69" W X 36" H) ea 4 $424.06 $1,696.25

SURFACE MOUNTED TOILET TISSUE

DISPENSER ea 8 $163.23 $1,305.88

SURFACE MOUNTED FEMININE HYGIENE

DISPOSAL ea 5 $115.85 $579.24

FIRE EXTINGUISHER (MOUNTING

BRACKET PROVIDED BY GC, FIRE

EXTINGUISHER BY OWNER) ea 4 $32.48 $129.92

Phenolic Toilet Partitions ea 2 $2,005.00 $4,010.00

Phenolic Toilet Partitions Partial ea 2 $550.00 $1,100.00

Phenolic Urinal Divider ea 2 $350.00 $700.00

Phenolic Shower Compartments ea 6 $1,550.00 $9,300.00

Phenolic Shower Compartments Partial ea 4 $75.00 $300.00

11 EQUIPMENT $0.00 $0.00

NONE ea $0.00

12 FURNISHINGS $0.00 $0.00

NONE

13 SPECIAL CONSTRUCTION $0.00 $0.00

NONE

14 CONVEYING SYSTEMS $0.00 $0.00

NONE

21 FIRE SUPPRESSION $57,646.00 $12.29

Main Floor - Wet Sprinkler sf 4,691 $4.00 $18,764.00

Attic - Wet Sprinkler (Insulation at Roof) sf 4,691 $2.00 $9,382.00

Exterior Overhang ea 6 $750.00 $4,500.00

Incoming Fire - Vault, BFP, PIV ls 1 $25,000.00 $25,000.00

22 PLUMBING $89,000.00 $18.97Receptor ea 10 $3,000.00 $30,000.00

Shower Heads ea 10 $1,000.00 $10,000.00

Washer Connections ea 2 $1,000.00 $2,000.00

Floor Drain ea 10 $1,000.00 $10,000.00

Shower Trench Drain lf 30 $300.00 $9,000.00

EWC W/ Bottle Filler ea 2 $2,500.00 $5,000.00

Gas Fired Tankless Water Heater ea 3 $4,500.00 $13,500.00

Gas Piping ls 1 $5,000.00 $5,000.00

Hose Bibbs ea 6 $750.00 $4,500.00

23 MECHANICAL $107,500.00 $22.92

Wall Elect Unit Heater ea 4 $3,000.00 $12,000.00

Packaged Gas Unit w/Duct ea 2 $26,500.00 $53,000.00

Exhaust Fans ea 2 $2,500.00 $5,000.00

Dryer Vent ea 3 $2,500.00 $7,500.00

ERV Makeup & Exhaust ls 1 $30,000.00 $30,000.00

26 ELECTRICAL $67,946.50 $14.48

Elect Service sf 4,691 $2.25 $10,554.75

Lighting & Branch Wiring sf 4,691 $9.25 $43,391.75

Site Lighting Pole ea 4 $3,500.00 $14,000.00

ESTIMATE Barracks Milan.xlsx Page 3

2020-05-20

AREA 4691

Group Items Units Quantity Unit Cost Item Cost

% Sub O&P

Add Group Total Cost/SF

$333.11

2019600.09

PROBABLE COST OF CONSTRUCTIONESTIMATE DETAIL

Milan VTS Add 1 40 Bed Barracks 80 persons with Bunks

Milan, TENNESSEE

361-000-03-2019 Task 08

28 ELECTRONIC SAFETY AND SECURITY $11,727.50 $2.50

Communications & Security sf 4,691 $2.50 $11,727.50

31 EARTHWORK $101,697.78 $21.68

Excavate for New Building cy 2,000 $30.00 $60,000.00

Fill for new Building qy 2,085 $20.00 $41,697.78

32 SITE IMPROVEMENTS $77,612.50 $16.54

Construction Layout LS 1.0 $8,000.00 $8,000.00

Asphalt Paving SY 0.0 $45.00 $0.00

Concrete Sidewalks SF 4600.0 $7.00 $32,200.00

Topsoil CY 1000.0 $16.00 $16,000.00

Seeding Unit 40.0 $65.00 $2,600.00

Silte Fence LF 325.0 $2.50 $812.50

Erosion Control LS 1.0 $3,000.00 $3,000.00

Fence, 6' chainlink with 3 barb LF 0.0 $32.00 $0.00

Gate, 2 @ 8' EA 0 $1,200.00 $0.00

18" Storm Drain LF 300 $50.00 $15,000.00

33 SITE UTILITIES $88,330.00 $18.83Extend 10" Water Line for Sprinklers & Fire

Hydrant LF 300 $100.00 $30,000.00

Fire Hydrant EA 2 $5,500.00 $11,000.00

8" Sewer Line to Existing Manhole LF 738 $35.00 $25,830.00

2" Gas Main LF 200 $45.00 $9,000.00

Sewer Manhole EA 5 $2,500.00 $12,500.00

SUB-TOTAL CONSRUCTION COST $962,370.84 $205.15

1 GENERAL REQUIREMENTS $504,859.74 $107.62

general conditions 15% $144,355.63

bond 2% $19,247.42

permit 0.50% $4,811.85

mobilization 2.5% $24,059.27

overhead 10% $115,484.50

profit 5% $63,516.48

estimate contingency 10% $133,384.60

From To % per year YearsInflation from 2020 2022 3.25% 2 $95,369.99

TOTAL OPINION OF PROBABLE CONSTRUCTION COST $1,467,230.58 $1,562,600.57 $333.11

ESTIMATE Barracks Milan.xlsx Page 4

Proposed NewFitness Location

Future Unit Admin

Future Dining Facility

Future Barracks

Water Line Extensionwith New FireHydrant

8" Sewer ExtensionTied to Existing 6" &5 Manholes

Sidewalk

Proposed 1stBarracks

40 to 80 Bed Open Bay

Unit ADMIN 35 x 75

Dining Facility 40 x 140

Drive

Parking or Service

Water Line

Sewer