W912WJ18R0006_Solicitation.pdf

PDF 4 MB Posted Apr 27, 2018

Attached to: US Army Soldier Systems Center (NSSC)Natick: Design-Build for Family Housing Replacement
Solicitation number: W912WJ18R0006
Issued by: Department of the Army Corps of Engineers Engineering District New England

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W912WJ18R0006 Solicitation

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W912WJ18R0006_Amendment_0003.pdf	PDF	May 29, 2018
W912WJ18R0006_Amendment_0002.pdf	PDF	May 23, 2018
W912WJ18R0006_Amendment_0001.pdf	PDF	May 9, 2018

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NOTICE TO OFFERORS: ALL REQUESTS FOR INFORMATION (RFIs) SHALL BE ADDRESSED VIA EMAIL TO

LENNIE.K.MATTIS@USACE.ARMY.MIL AND ELIZABETH.K.GLASGOW@USACE.ARMY.MIL

Contractors are requested to review requirements and instructions for Tw o-Phase Design Build Selection in response to this RFP and submit responses to Phase 1 as stated.

NOTE TO BIDDERS: Please pay special attention to Sections:

Section 00100 (Instructions to Off erors) Section 00600 (Representations & Certif ications) and Contract Clauses 52.204-7 (System for Aw ard Management) and 252.204-7004 Alt A (System for Aw ard Management). All Offerors must complete the annual representations and certif ications electronically via the System for Aw ard Management (SAM) w ebsite at https://w w w .sam.gov/portal/public/SAM/ or by telephone at 1-866-606-8220. Please ensure your f irm is registered in the SAM Database.

NOTE: Offerors are advised that timely requests for debriefings w ill be conducted in w riting.

NAICS Code: 236220 Size Standard: $36.5 Million

This solicitation is unrestricted.

ELIZABETH K GLASGOW 978-318-8671

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

27-Apr-2018

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______15 calendar days and complete it w ithin ________730 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________Section 00800

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________3 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________31 May 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

978-318-8207FAX:TEL: TEL: FAX:

W912WJ18R0006 108

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912WJ18R0006

Section 00100 - Bidding Schedule/Instructions to Bidders

NOTICE

Notice to Offerors: This solicitation is a two phase Design-Build solicitation. Currently, this solicitation is for Phase 1 proposals only. Phase 1 submissions will be reviewed and a maximum of five of the most highly qualified proposals will be invited to submit Phase 2 proposals. Bid bonds are not required to be submitted until Phase 2 submissions. Additionally, a bid schedule and expanded specifications and details regarding the concept design will be provided during Phase 2 via a solicitation amendment.

SUMMARY OF WORK

The project will require a Design-Build Contractor to design and construct twenty-eight (28) replacement Family Housing units along with site improvements on Government-owned land at the Heritage and General Greene Housing Areas at Natick Soldier System Command in Natick, Massachusetts. Twenty-four (24) new housing units are to be constructed at the Heritage Housing Area which currently hosts 25 existing military housing units that are to be demolished.

Four (4) new housing units are to be constructed at the General Greene Housing area which currently hosts two existing military housing units that are to be demolished.

The Heritage Housing site is small and the units must be carefully sited in order to fit into the available space. The site is bordered by private housing, wetlands, and a rail trail. The Heritage Housing site will receive townhouses while the General Greene site will receive single family structures. Architectural style should be consistent with similar structures in the Natick area. All units will be three or four bedrooms and units will vary in size from approximately 1950 square to 2500 square feet; specifics to be provided in phase 2 of the solicitation.

In addition to housing units, the project will include but not be limited to garages, storage, patios, backyard fencing, landscaping, individual unit utility meters, hard wired interconnected smoke detectors, carbon monoxide detection, automatic fire sprinkler systems, residential heating and air conditioning, and equipment and appliances for fully functional residences. Project will include neighborhood amenities, walkways, landscaping, roads, storm drainage, street lighting, utilities, information systems, environmental measures required by law and associated supporting infrastructure. The project shall comply with the Army Standard for Family housing, will require enhanced commissioning upon completion to validate energy performance and must obtain LEED Silver certification. One of the new units shall be designed and constructed for individuals with disabilities. New housing shall be designed for a 50 year life and comply with standards in Unified Facilities Criteria 4-711-01 and Army Sustainable Design and Development policy.

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

U .S

A R

M Y S

O L

R S

Y S

T E

M S C

E N

T E

N A

M A

S S

A C

H U

S E

T T S

H E

A G

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A N

E F

A M

Y H

O U

G P

R O J E

C T

PRELIMINARY

SHEET ID

HARDWOOD

13" DIA.

HARDWOOD

4" DIA.

NH11 EL. 146.68

NH9 EL. 149.32

NH7

EL. 146.69NH6

NH8

NH10

EL. 147.72

EL. 145.03NH5

EL. 146.26NH4

NH3 EL. 151.94

CB#1

CB#2

CB#3

CB#5

CB#6

CB#7

CB#8

MH-1

MH-2

MH-3

144.12

146.902 14" CONCRETE

12" CONCRETE

24" CONCRETE

12" CONCRETE

GENERAL GREEN ST

PK NAIL IN AN ASPHALT FOOTPATH, SOUTH SIDE OF

SIDEWALK, EAST SIDE OF THE STREET

1/4" D.H. IN CHISELED SQUARE IN THE CONCRETE

HOUSING DEVELOPMENT

RED HEAD PK NAIL IN ASPHALT, SOUTHWEST AREA OF

SIDEWALK IN FRONT OF UNITS 3 & 4

1/4" D.H. IN A CHISELED SQUARE IN CONCRETE

UNITS 9 & 10

RED HEAD PK NAIL IN ASPHALT ROAD IN FRONT OF

CORNER WEST CARPORT

1/4" D.H. IN A CHISELED SQUARE IN SIDEWALK, SE

RED HEAD PK NAIL IN ASPHALT SOUTH OF UNITS 24 & 25

AND EAST OF THE 5' CHAIN LINK FENCE END

RED HEAD PK NAIL IN ASPHALT, WEST SIDE OF ROAD

X-CUT IN CB

EL. 145.26

EL. 166.56

EL. 147.03

HERITAGE LN

RED HEAD PK NAIL IN ASPHALT EAST SIDE OF

149.27

150.40

144.76

144.44

144.19

144.37

148.80 145.75

148.65

144.12

148.65

140.14

144.26

12" CONCRETE

CB#6

144.19

140.04

138.97

139.51

147.13

146.98

141.17

147.43 145.96

143.97

139.48

MH-5

151.95

146.13

144.76

139.41

139.56

139.48

147.59

151.95

151.95 147.59

147.69

143.15

CB#5 144.26 12" CONCRETE

14" CONCRETE

12" CONCRETE

24" CONCRETE

693306.15

694155.74

694093.02

694168.20

694266.24

694323.39

694123.75

694147.35

694176.62

694160.21

CB#4

143.96

143.88

140.30

140.47

140.04

143.33

142.82

142.90

6" AC

4" (RECORD)

6" AC

4" (RECORD)

2931069.58

2931450.44

2931603.07

2931659.68

2931762.05

2931742.81

2931643.70

2931270.11

2930717.14

144.97 138.65

MH-5 144.97 138.67

4" (RECORD)

12" (RECORD)

MH-3 150.40

146.13

141.78

4" (RECORD)

141.85

141.88

144.46

144.62 6" AC

G G

FENCE

4' CHAIN LINK

# NORTHING EASTING ELEV.

BENCHMARKS

# RIM INVERT

MANHOLES & CATCH BASINS

MH-4

PIPE

VENT

4" PVC

PUMP BOX

UNIT 17

UNITS 9 & 10

SHED

S H

E D

S H

E D

SHED

S H

E D

SHED

S H

E D

S H

E D

S H

E D

S H

E D

SHED

NH10

NH6

NH9

NH8

NH7

NH5

SHED

GAZEBO

SHED

C C

UNITS 5 & 6

UNITS 3 & 4

UNITS 1 & 2

UNITS 7 & 8

UNITS 11 & 12

UNITS 13 & 14

UNITS 15 & 16

UNITS 18 & 19

UNITS 20 & 21

UNITS 24 & 25

UNITS 22 & 23

COURT

BASKETBALL

MH-5

H E

A G

E L

A N

H E

A G

E L

A N

PIPE SIZE, MATERIAL

DESCRIPTION

CAP

WITH STEEL

3.5" IRON PIPE

WHITE PINE

52" DIA.

RED OAK

14" DIA.

RED OAK

17" DIA.

RED OAK

21" DIA.

SUMAC

4" DIA.

BEECH

4" DIA.

MAPLE

NORWAY

13" DIA.

RED MAPLE

11" DIA.

RED MAPLE

18" DIA.

FD-16-2

BOREHOLE FD-16-2B

BOREHOLE

CAN

TRASH

BOX

COMM.

BOX

COMM.

BOX

COMM.

BOX

COMM.

BOX

COMM.

BOX

COMM.

BOX

COMM.

BOX

COMM.

BOX

COMM.

FD-16-1

BOREHOLE

MH-7

NOTE 8

REFER TO GENERAL

OUTLET STRUCTURE (R)

LITTLE ROUNDY POND

PLAYGROUND

6" A C

A C

4" (REC)

4" (R

E C

4" (R E C

" (R

E C

4" (R E C

" C

C L E

A N O

U T

R E

6" AC

12" R

" R

C P

24" RCP

12"

RCP

12" RCP

" R

C P

" R

C P

R C

" R

C P

A C

MAPLE

NORWAY

4" DIA.

PITCH PINE

18" DIA. NOWAY MAPLE

12" DIA.

MAPLE

NORWAY

CB #5

CB #4

CB #3

18" DIA.

PINE

WHITE

26" DIA.

14" DIA.

ELM

24" DIA.

ELM

FENCE

4' CHAIN LINK

FENCE

LINK

4' CHAIN

16" DIA.

ELM

24" DIA.

28" DIA.

COTTONWOOD

WHITE PINE

10" DIA.

12" DIA.

RED PINE

FENCE

4' CHAIN LINK

CB #6

16" DIA.

MAPLE

RED

CB #9

RIPRAP

18" DIA.

RED OAK

15" DIA.

36" DIA.

WHITE PINE

145 145

19" DIA.

MAPLE

NORWAY

CB CB

10" DIA.

HARDWOOD

13" DIA.

MAPLE

RED

24" DIA.

PINE

WHITE

HARDWOOD

12" DIA.

MAPLE

NORWAY

G E

D E

U O

N Y

M U S

DOGWOOD

6" DIA.

BBQ

2931283.27

12" DIA

MAPLE

NORWAY

18" DIA.

NORWAY MAPLE

15" DIA.

PINE

WHITE

PINE

WHITE

PINE

WHITE

OAK

RED

CHERRY

BLACK

WHITE PINE

18" DIA.

WHITE PINEMAPLE

NORWAY

PINE

WHITE

MAPLE

NORWAY

MAPLE

NORWAY

CB #8

CB #7

BENCH

208a

MH-1

24" DIA.

WHITE PINE

18" DIA.

MAPLE

NORWAY

MAPLE

NORWAY

16" DIA.

14" DIA.

6" DIA.

HARDWOOD

CB #1

W M

CB #2

G G

9 1

MAPLE

NORWAY

11" DIA.

MAPLE

NORWAY

6" DIA.

MH-2

PAD

CONCRETE

12" DIA.

ELM

WHITE PINE

14" DIA.

19" DIA.

HARDWOOD

G G

WHITE PINE

12" DIA.

WHITE PINE

13" DIA.

WHITE PINE

MAPLE

SUGAR

WHITE PINE

MH-3

MH-6

WHITE PINE

30" DIA.

13" DIA.

RED PINE

WHITE PINE

18" DIA.

12" DIA.

RED PINE

299.23'

96.42'

12" DIA.

RED OAK

28" DIA.

RED OAK

24" DIA.

13" DIA.

WHITE PINE

AREA

TRASH BIN

SHED

BENCH

AREA

TRASH BIN

AREA

TRASH BIN

BOX

VERIZON

SPIGOT

WATER

PIPE

BROKEN

FENCE

WOOD

BOX

VERIZON

FENCE

WOOD

BENCH

BOX

VERIZON

BOX

CATV

SIDEWALK

CONCRETE

4' WIDE

MAILBOXES

FENCE

6' CHAIN LINK

FENCE

6' CHAIN LINK

FENCE

WOOD

FENCE

WOOD

18" DIA.

19" DIA.

NORWAY MAPLE

RED OAK

13" DIA.

MULBERRY

RED OAK

8" DIA.

10" DIA.

RED OAK

17" DIA.

WHITE PINE

16" DIA.

MAPLE

RED

RED OAK

8" DIA.

OAK

RED

OAK

RED

OAK

RED

MAPLE

RED

12" DIA.

RED OAK

CEDAR

8" DIA.

RED OAK

7" DIA.

160160

4" DIA.

CB#8

CB#9

MH-4

MH-6

MH-4

MH-6

MH-7

15" DIA.

OAK

RED

OAK

RED

CHERRY

BLACK

OAK

BLACK

13" DIA.

18" DIA.

LEGEND

GAS LINE

SEWER LINE

ELECTRICAL LINE

STORM DRAIN

TELECOM LINE

WETLANDS

MONITORING WELL

POST

GAS VALVE

BENCHMARK

CATCH BASIN

TREE

WATER VALVE

ROAD SIGN

GAS VALVE

GAS VENT

LAMP POST

FIRE HYDRANT

WETLAND AREA

BANK CENTERLINE

CONDENSING UNIT

ELECTRIC UTILITY

STONE PATIO

CONCRETE BLOCK PATIO

ROCK FILL

CAR PORT

SYMBOLDESCRIPTION

STORM DRAIN

SANITARY MANHOLE

COMM. EQUIPMENT

CURB

CONCRETE SURFACE

TREE/SHRUB LINE

CHAIN LINK FENCE

DELINEATION

WETLAND

WETLAND FLAG

APPROX. WATER LINE

ELEVATION DETERMINED.

REVISED DATE JULY 7, 2014. SITE IS IN A "ZONE A" WITH NO BASE FLOOD

11. FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 25017C0536F,

BOUNDARY.

10. BUFFER ZONE LANDS ARE LANDS WITHIN 100 FEET OF THE WETLAND

GROWING OF VEGETATION, SHALL OCCUR IN THE NO BUILD ZONE.

STRUCTURE IS COMPLETE, NO FURTHER ALTERATION, OTHER THAN THE

NO DISTURBANCE ZONE; PROVIDED HOWEVER THAT ONCE SUCH

LOCATED OUTSIDE OF SUCH NO BUILD ZONE AND THE ADJACENT

TO THE EXTENT NECESSARY TO CONSTRUCT A PERMITTED STRUCTURE

within 15 feet of any No Disturbance Zone) MAY BE CLEARED OF VEGETATION

CONSERVATION COMMISSION. LANDS WITHIN A NO BUILD ZONE (i.e., lands

WITHOUT APPROPRIATE PERMITTING THROUGH THE NATICK

A NO DISTURBANCE ZONE (i.e., lands within 25 feet of the wetland boundary)

WETLAND PROTECTION BYLAW, NO ALTERATION SHALL OCCUR WITHIN

9. IN ACCORDANCE WITH SECTION 2.6.2 OF THE TOWN OF NATICK

DRAWING PROVIDED BY R. WENDELL PHILLIPS AND ASSOCIATES.

8. EXISTING UTILITY LOCATIONS WERE TAKEN FROM JUNE 1974 AS BUILT

SERVICE LINES PRIOR TO THE START OF CONSTRUCTION.

7. CONTRACTOR SHALL VERIFY EXISTING LOCATIONS OF GAS MAIN AND

LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY

TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH

EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

INDEPENDENTLY VERIFIED BY THE OWNER OR USACE. THE

SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NO BEEN

6. THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE

AUGUST 8, 2016. FD-16-1 ALSO HAS A TEMPORARY WELL INSTALLED.

THE US ARMY CORPS OF ENGINEERS, BALTIMORE DISTRICT ON

5. THREE BORINGS (FD-16-1, FD-16-2, FD-16-2B) WERE COMPLETED BY

ASSOCIATES.

FROM 1974 AS-BUILTS SUBMITTED BY R. WENDELL PHILLIPS AND

4. PROPERTY LINE INFORMATION APPROXIMATE ONLY AND WAS TAKEN

DATUM OF 1988 (NAVD1988).

3. ELEVATIONS SHOWN REFERENCE THE NORTH AMERICAN VERTICAL

AND THE NORTH AMERICAN DATUM OF 1983 (NAD83).

COORDINATE SYSTEM FOR MASSACHUSETTS (MAINLAND ZONE)

2. COORDINATES SHOWN ARE BASED ON THE STATE PLANE

CONDITIONS AT THAT TIME.

INFORMATION CAN ONLY BE CONSIDERED AS INDICATING

2016. EXISTING PLANS PREPARED BY USACE. EXISTING

A LEICA 1200 RTK GPS SYSTEM DURING SEPTEMBER/OCTOBER

CONDUCTED ON-THE-GROUND TOPOGRAPHIC SURVEY USING

1. EXISTING CONDITIONS SHOWN ARE COMPILED FROM USACE

GENERAL NOTES

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Military Installations/Natick Soldier Systems Center, Natick, MA/Heritage Lane Family Housing Project 2/30000 - Planning & Engineering & Design/40000 Design Product

1:53:24 PM 3/26/2018 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

30' 60'0

A C

O B

L T

O D

E A

A N

S I

E X

G C

O N

N S

EXISTING CONDITIONS PLAN

SCALE: 1"= 30'

N2931625

N2931500

N2931750

N2931875

N2932000

N2931500

N2931625

N2931750

N2931875

N2932000

REFER TO NOTE 9

ZONE

NO DISTURBANCE

REFER TO NOTE 9

ZONE

NO BUILD

REFER TO NOTE 10

ZONE

BUFFER

Y R F

100-YR FLOOD

A P

V-101

SHED

NH5

NH4

NH11

NH3

SHED

COURT

BASKETBALL

H E

A G

E L

A N

BOX

COMM.

BOX

COMM.

NOTE 8

REFER TO GENERAL

OUTLET STRUCTURE (R)

LITTLE ROUNDY POND

" F

O R

C E M

12" R

" R

C P

24" RCP

" F

O R

C E M

18" DIA.

PINE

WHITE

26" DIA.

14" DIA.

ELM

24" DIA.

ELM

FENCE

4' CHAIN LINK

16" DIA.

ELM

24" DIA.

28" DIA.

COTTONWOOD

WHITE PINE

10" DIA.

12" DIA.

RED PINE

FENCE

4' CHAIN LINK

CB #6

NOTE 8

REFER TO GENERAL

OUTLET STRUCTURE (R)

HEADWALL

PIPE, CONCRETE

3' CONCRETE CULVERT

CB #9

RIPRAP

18" DIA.

RED OAK

15" DIA.

36" DIA.

WHITE PINE

10" DIA.

HARDWOOD

G E

D E

U O

N Y

M U S

18" DIA.

SUGAR MAPLE

MAPLE

SUGAR

12" DIA.

MAPLE

SUGAR

CAN

TRASH

BUS STOP

MAPLE

NORWAY

16" DIA.

8" DIA

MAPLE

NORWAY

193.52

450.9

SHED

BENCH

FENCE

WOOD

BENCH

BOX

VERIZON

BOX

CATV

MAILBOXES

GENERAL GREENE AVE

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E pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Military Installations/Natick Soldier Systems Center, Natick, MA/Heritage Lane Family Housing Project 2/30000 - Planning & Engineering & Design/40000 Design Product

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EXISTING CONDITIONS - GENERAL GREENE HOUSING AREA

SCALE: 1" = 20'

20' 40'0

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LAMP POST

FIRE HYDRANT

WETLAND AREA

ELECTRIC UTILITY

SYMBOLDESCRIPTION

STORM DRAIN

SANITARY MANHOLE

CURB

TREE/SHRUB LINE

CHAIN LINK FENCE

WETLAND FLAG

EASEMENT

PROPERTY LINE

OVERHEAD ELECTRICAL

WATER LINE

BOUNDARY.

8. BUFFER ZONE LANDS ARE LANDS WITHIN 100 FEET OF THE WETLAND

GROWING OF VEGETATION, SHALL OCCUR IN THE NO BUILD ZONE.

STRUCTURE IS COMPLETE, NO FURTHER ALTERATION, OTHER THAN THE

DISTURBANCE ZONE; PROVIDED HOWEVER THAT ONCE SUCH

LOCATED OUTSIDE OF SUCH NO BUILD ZONE AND THE ADJACENT NO

TO THE EXTENT NECESSARY TO CONSTRUCT A PERMITTED STRUCTURE

within 15 feet of any No Disturbance Zone) MAY BE CLEARED OF VEGETATION

CONSERVATION COMMISSION. LANDS WITHIN A NO BUILD ZONE (i.e., lands

WITHOUT APPROPRIATE PERMITTING THROUGH THE NATICK

A NO DISTURBANCE ZONE (i.e., lands within 25 feet of the wetland boundary)

WETLAND PROTECTION BYLAW, NO ALTERATION SHALL OCCUR WITHIN

7. IN ACCORDANCE WITH SECTION 2.6.2 OF THE TOWN OF NATICK

RECORD PLAN JANUARY 28, 2016 BY BETA GROUP, INC.

"KANSAS STREET ROADWAY IMPROVEMENTS",

6. EXISTING UTILITY LOCATIONS WERE TAKEN FROM PLAN TITLED

LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY

TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH

EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

INDEPENDENTLY VERIFIED BY THE OWNER OR USACE. THE

SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NO BEEN

5. THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE

RECORD PLAN JANUARY 28, 2016 BY BETA GROUP, INC

TAKEN FROM PLAN TITLED "KANSAS STREET ROADWAY IMPROVEMENTS",

FROM HISTORIC PLANS. EASEMENT LINE APPROXIMATE ONLY AND

4. PROPERTY LINE INFORMATION APPROXIMATE ONLY AND WAS TAKEN

DATUM OF 1988 (NAVD1988).

3. ELEVATIONS SHOWN REFERENCE THE NORTH AMERICAN VERTICAL

AND THE NORTH AMERICAN DATUM OF 1983 (NAD83).

COORDINATE SYSTEM FOR MASSACHUSETTS (MAINLAND ZONE)

2. COORDINATES SHOWN ARE BASED ON THE STATE PLANE

CONDITIONS AT THAT TIME.

INFORMATION CAN ONLY BE CONSIDERED AS INDICATING

JUNE 2017. EXISTING PLANS PREPARED BY USACE. EXISTING

CONDUCTED ON-THE-GROUND TOPOGRAPHIC SURVEY DURING

1. EXISTING CONDITIONS SHOWN ARE COMPILED FROM USACE

GENERAL NOTES

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BUFFER ZONE

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NO BUILD ZONE

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NO DISTURBANCE ZONE

INSTRUCTIONS AND EVALUATION

1. Introduction

The Offeror’s proposal shall be submitted in hard copy, with an accompanying digital copy, as set forth below. Files shall not contain classified data. The use of hyperlinks in proposals is prohibited.

For Phase 1, the Offeror’s proposal shall consist of one (1) volume. The Volume shall be titled “Phase 1, Technical Factors 1, 2 & 3” and shall address all technical factor requirements.

NOTE: Offerors will be notified as to whether they have been selected for participation in Phase 2. Offerors selected to participate in Phase 2 will receive a letter inviting them to compete in Phase 2 and design documents shall be included.

The Offeror’s Phase 2 proposal shall consist of two (2) volumes. The first Volume shall be titled “Phase 2, Technical Factors 4 & 5” and shall address all requirements of Factors 4 and 5. The second volume shall be titled “Phase 2, Factors 6 & 7 Small Business Participation Plan, Price, Solicitation, Offer and Award Documents and Certification/Representations" and shall address the small business participation factor, price, solicitation, offer and award documents and certifications/representations.

Offerors are cautioned that “parroting” of the technical requirements of the SOW with a statement of intent to perform does not reflect an understanding of the requirement or capability to perform. Offerors are responsible for including sufficient details to permit a complete and accurate evaluation of each proposal. Proprietary information shall be clearly marked.

2. Proposal Submission Requirements

Each volume shall be submitted in a separate three-ring binder. Any pages that are changed (as a result of Discussions or proposal revisions) shall be of a different color and shall have changed information clearly marked by a vertical line in the right margin of the page. The revised pages shall be dated. Each binder shall be clearly labeled with its title and a copy number (e.g., copy 1 of 3).

Printing shall be single spaced. Each paragraph shall be separated by at least one blank line. A standard, 12-point minimum font size applies. Arial or New Times Roman fonts are required. Tables and illustrations may use a reduced font size no less than 8-point and may be landscape oriented.

The following volumes of material shall be submitted:

VOLUME TITLE

PRINTED

COPIES

DIGITAL

COPIES

PAGE

LIMIT

Phase 1 Technical Factors 1, 2 & 3 Original + 3 1 45 Phase 2 Technical Factors 4 & 5 Original + 3 1 100 Phase 2 Factors 6 & 7 SBPP/Price Original + 1 1 N/A

NOTE: All pages, including cover letters, Table of Contents pages, tables, illustrations, and appendices (but not divider tabs that are free of content) will be counted in the page calculation. Pages that exceed the above noted page limitations will not be evaluated. Additional pages over the maximum allowed will be removed, not read, and will not be evaluated by the Government. Past performance questionnaires will not count against the page limit.

3. Proposal File Format and Packaging

a. Format. The submission shall be clearly indexed and logically assembled.

Each volume shall be clearly identified and shall begin at the top of a page. All pages of each volume shall be appropriately numbered and identified by the complete company name, date and RFP number in the header and/or footer. A Table of Contents shall be created using the Table of Content feature in MS Word. MS Word (doc/docx) files shall use the following page setup parameters:

Margins – Top, Bottom, Left, Right – 1” Gutter – 0” From Edge – Header, Footer 0.5” Page Size, Width – 8.5” Page Size, Height – 11”

NOTE: 11”X17” folded pages for tables/graphic representations and 2’X3’ plans for Factor 5 Plans are acceptable; however, each 11”X17” page and 2’X3’ plan count as two pages.

b. File Packaging. The Proposal shall be provided in one (1) printed origina, two

(2) printed copies, and one (1) copy in electronic format. The electronic files shall be in their native format, such as docx, xls, ppt, and provided on CDs or DVDs. Zip disks and USB drives are not permitted. **Please note – Self extracting exe files are not acceptable. ** All price breakdown information, including all information required to support proposed prices, shall be submitted in Microsoft Office Excel Read/Write format and viewable in Microsoft Excel 2007 in order to be evaluated. Each disc shall be externally labeled with the volume number, date, and the Offeror’s name. If the hard-copy proposal differs from the electronic version, the hard copy will govern.

4. Content Requirement All information shall be confined to the appropriate file. The Offeror shall confine submissions to essential matters, sufficient to define the proposal in a concise manner, to permit a complete and accurate evaluation of each proposal. Each file of the proposal shall consist of a Table of Contents, Summary Section, and the Narrative discussion.

The Summary Section shall contain a brief abstract of the file. Proprietary information shall be clearly marked.

NOTE: For submission requirements designated as “shall” or “must,” failure to provide the requested information will be considered a deficiency and the specified factor will be rated red/unacceptable; the Offer will be considered un-awardable unless revised. For submission requirements designated as “should,” failure to provide the requested information may result in a lower rating for the specified factor. Offerors are cautioned that award may be made without discussions, and Offerors may not have the opportunity to submit revised proposals.

The following shall be included in the proposal:

Phase 1, Factor 1: Construction and Design Contractor Experience

The Offeror shall submit a minimum of two (2) and a maximum of three (3) projects that best demonstrates the Constructor’s experience and two (2) projects that best demonstrate the Designer’s experience on projects that meet the evaluation criteria for Factor 1. The contracts may have been completed for the U.S. Government or other clients.

If the Offeror is a Joint Venture (JV), relevant project experience should be submitted for projects completed by the Joint Venture entity. If the Joint Venture does not have experience, at least one project shall be submitted for each Joint Venture partner.

Offerors who fail to submit experience for all Joint Venture partners may be rated lower. Offerors are still limited to total number of projects listed above.

If an Offeror is utilizing experience of affiliates, subsidiaries, parent, LLC, LTD member companies (if the name of affiliate is not exactly as stated on the SF1442), the proposal shall clearly demonstrate that the affiliate/subsidiary/parent firm will have meaningful involvement in the performance of the contract.

The maximum number of projects that may be submitted is five (5), regardless of the number of team members or joint venture partners. If more than five (5) projects are submitted, only the first five (5) projects will be evaluated. Only the first three (3) Construction Contactor projects and the first two (2) Designer projects will be evaluated.

Projects provided should be completed within the past seven (7) years.

A project is defined as a project performed under a single task order or contract which included both design and construction. For multiple award and indefinite delivery/indefinite quantity type contracts, the contract as a whole should not be submitted as a project; rather Offerors should submit the work performed under a task order as a project.

For each project submitted, the Offeror shall provide a brief (no more than 5 pages) narrative and graphical representation of the Offerors’ team showing the prime contractor who performed the effort. Names of Key team members (Designer of Record, Construction Project Manager, Construction Site Superintendent and Quality Control Manager) who worked on each project are to be provided, The narrative shall briefly explain the specific role each member (team members) of the team performed on this project. Resumes are not required.

For each project submitted, the description of the project shall clearly describe the scope of work performed and the relevancy to the project requirements of this RFP (i.e., unique features, area, construction methods, design-build arrangement, criteria listed above). In addition, the description should also list any sustainable features incorporated into the project. Provide applicable documentation on projects that were validated and/or certified through U.S. Green Building Council (USGBC) or an equivalent organization or process.

Phase 1, Factor 2: Construction and Design Contractor Past Performance This volume titled “Phase 1 Technical Factors 1, 2 & 3” shall provide the Offeror’s past performance on the projects submitted in Factor 1, Construction and Design Contractor Experience. This factor shall include the past performance of Construction Contractor and Designer whose projects the Offeror has submitted in Factor 1. The evaluation of this factor shall largely be based on the information included in the Past Performance Questionnaires (PPQs) and may include other Past Performance information obtained by the Government through other available sources.

Offerors shall submit past performance information as follows:

a. For Federal Government projects completed within the last six years: provide the contract number, contract place of performance, and DUNS number. In the case of Indefinite Delivery type contracts, GSA contracts, and Blanket Purchase Agreements, include Delivery Order Numbers.

b. For non-Federal Government projects and commercial projects and Government projects completed more than six years ago: provide a completed Past Performance Questionnaire (Appendix A). The Offeror shall complete Blocks 1-4 of the PPQ and send it to the non-Federal project client or commercial project client. The client shall complete Blocks 5-8 along with the two page questionnaire and return to the Offeror in a sealed envelope. The Offeror shall include the sealed envelope in Volume I of the proposal.

If the Offeror is unable to obtain a completed PPQ from a client for a project before the proposal closing date, the Offeror should complete and submit, with the proposal, the first page of the PPQ, which will provide contract and client information. The Government may make reasonable attempts to contact the client noted for that project to obtain the PPQ information. However, Offerors should follow-up with clients/references to help ensure timely submittal of questionnaires.

Alternatively, Offerors may submit a copy of the client’s signed PPQ for a completed contract or task order that they have submitted under Factor 1. The Offeror may retain PPQs in its files for submission on future procurements. In cases where the validity of the completed PPQ is questioned, Contracting personnel may contact the reference for verification or additional information. The standard PPQ for USACE is Form PPQ-0 (9/30/11) provided in Solicitation Attachment D. USACE does not intend to create or maintain a database of PPQs submitted by Offerors. Therefore, it will be the Offeror’s responsibility to ensure the submission of PPQs in its proposal that are relevant to the solicitation. Alternatively, the Offeror may obtain an updated/new PPQ from its client(s) for submission as provided above.

Offerors, Construction Contractors and Designers are reminded that the Government reserves the right to obtain past performance information from any source available and has the right to contact customers other than those listed by the Offeror, Constructor or Designer to evaluate past performance.

The Government reserves the right to verify statements the Offeror makes regarding its past performance to determine whether they are substantiated.

Phase 1, Factor 3: Technical Approach

The Offeror shall submit a narrative describing the methodology of how the Offeror will proceed with the project from start to finish.

The narrative is to effectively demonstrate the Offeror’s approach and ability to manage this housing D-B construction project at the Heritage Housing and General Greene Housing areas. The narrative shall clearly define and delineate the lines of communication and technical information transfer between the Construction and Design team members and the required sub-contractors, resulting in an efficiently-executed quality project.

The Technical Approach is to include a narrative of the Offeror’s (including the Construction Contractor and Designer) approach to on- and off-site administration in executing the project (design and construction).

The narrative shall present a technical approach that reduces project risk of not meeting schedule or quality requirements. Proposed key team members (Designer of Record, Design Manager (if different from the DOR), Construction Project Manager, Construction Site Superintendent and Quality Control Manager) shall be provided as well as any sub-contractors who will perform key features of work.

Phase 2, Factor 4: Management Plan

This volume entitled “Phase 2 Technical Factors 4 & 5” shall contain the Offeror’s Management Plan.

The Management Plan is to include a narrative of the Offeror’s approach to on- and off-site administration in executing the scope of work (design and construction). The Plan shall include a task-based critical path schedule with supporting milestone endpoints, an organizational chart(s) and a quality control narrative.

Schedule The Offeror shall submit a graphical representation of the schedule for design and construction (Gantt Chart or similar representation using MS Project or similar scheduling software). The schedule milestones shall be fully integrated with all features of work (design and construction), should allow for early start on non-related tasks and indicate the critical path. Milestones to be incorporated include the Notice to Proceed, Design Charrette, the required percent design completions (65%, 95% and 100%), underground utility completion, demolition start/completion, housing unit start/completion, Beneficial Occupancy Date and other milestones deemed to be important in supporting the Management Plan. The milestones should include separate tasks for both the Heritage and General Greene Housing areas. The schedule will be evaluated to determine the extent the Offeror addresses all elements of the design and construction, and for its consistency with the narrative. The Offeror shall identify unusual or difficult/complex items as well as high risk activities in their narrative.

The schedule and narrative shall identify and include critical design and construction submittals, critical material procurements, representation of any proposed fast tracking of construction, and overall critical Definable Features of Work (DFOW). Government review periods, activity durations, and constraints shall be clearly identified. The length of the schedule shall be equal to, or less than, the contract duration.

For the purposes of this schedule, the Offeror shall assume a Notice to Proceed date of 15 December 2018 and a maximum project duration (design and construction) of 730 calendar days. The Offeror shall assume that the Base Bid and any/all Options will be exercised at the time of award.

Organizational Chart The Offeror shall submit an Organizational Chart depicting the separation of work by design disciplines and construction technical trades. The organizational chart(s) shall indicate, at a minimum, proposed designer(s) to complete the design, the General Contractor, and the following work functions: the underground utility work, the site work, electrical, heating/ventilation/air conditioning and security work. Key Personnel (Designer of Record, Design Manager (if different from the DOR), Project Manager, Construction Site Superintendent and Quality Control) shall also be shown in the Chart.

The Organizational Chart shall include the Offeror and identified lines of authority to the Corps of Engineers.

Quality Control Narrative The Offeror shall submit a Quality Control Narrative which discusses the offeror’s approach to ensuring the quality of the work during design and construction. This Narrative is to include all quality control processes involved with the planning and completion of the work from selecting qualified sub-contractors up to acceptance and physical completion of the work. A description of the design requirements shall be provided and the approach to include them in the constructed project shall be provided.

The management plan should include:

(1) A planned organization structure that is clearly defined, both narratively AND graphically.

(2) Delineation of lines of authority on the organizational chart appropriately and organized in a precise and logical manner, including the relationship between the headquarters’ office and the site office, including all involved with the management of the contract including team members and joint venture partners (where applicable).

(3) The duties, roles, major responsibilities, authorities of key team members (Designer of Record, Design Manager (if different from the DOR), Construction Project Manager, Construction Site Superintendent and Quality Control Manager) and the roles and authorities for subcontractors and any joint ventures comprehensively described and presented as a logical approach to perform the work throughout the contract. Those roles and personnel who will be communicating with the Government (USACE) should be identified. Names of key team members (Designer of Record, Design Manager (if different from the DOR), Project Manager, Construction Site Superintendent and Quality Control Manager) should be submitted as part of this plan and will be compared to those included in the Phase 1, Factor 1 submittal.

(4) A narrative on the proposed management for performance of the contract including the planned approach to: design, construction, start-up / mobilization, quality control, staffing, and obtaining, retaining, coordinating and managing subcontractors.

(5) The Offerors proposed approach and schedule and the level of risk to the Government as compared to the solicitation requirements.

For proposal submission purposes, the Offeror shall assume a Notice to Proceed date of 15 December 2018 and a maximum project duration (design and construction) of 730 calendar days. The Offeror shall assume that the Base Bid and any/all Options will be exercised at the time of award. The schedule will be evaluated to determine the extent to which the Offeror addresses all elements of the design and construction, and for its consistency with the technical design and construction approach.

(6) The plan (designer and construction credits) to achieve silver certification per the requirements of LEED for Housing V.4. A LEED Checklist with Narrative shall be provided and the specific items shall be referenced on the submitted plans in Factor 5.

The Offeror is required to ultimately obtain a LEED silver certification for this project and provide the respective plaque.

The Offeror’s Management Approach should:

(1) Include all the submission elements called for in the solicitation;

(2) Be reasonable and logical in relation to this project, and;

(3) Describe a viable strategy to execute the project to achieve the desired quality as described in the solicitation.

Phase 2, Factor 5: Preliminary Site Plans, Floor Plans, and Elevations

This volume titled “Phase 2 Technical Factors 4 & 5” shall contain the Offeror’s Preliminary Site Plans, Floor Plans, and Elevations. The Offeror shall submit perspectives or other drawings showing view and layout of the buildings and a rendered site plan indicating grading and landscaping. Drawings shall include titles, legends, and labels of architectural features for both the Heritage and General Greene Housing areas. These drawings submitted are to be at a level to allow the Offeror to develop a project Price for Factor 7 and will be considered by the Government as the preliminary design to which the successful Offeror will base the contracted design on. These drawings, being preliminary in nature, are not to be considered final for the successful Offeror as the design will still have to be fully reviewed throughout the review process.

Site Plans Provide overall site plans at a scale to facilitate separate plans for the 2-housing areas and to include at a minimum: placement of all buildings and structures; environmental set-backs, site entrance(s), utilities access, parking, walkways, dimensioned setbacks and clearances, Anti-Terrorist Force Protection (ATFP) standoffs; existing and proposed utilities connections; landscaping; and waste disposal. Appropriate plan match-lines (if necessary) shall be provided for access roads to the site. The site plans are to include all items identified above with supporting detail to provide compliance with the design requirements. Housing unit orientation, terrain, soil characteristics, drainage; storm water management features and all vehicular and pedestrian travel pathways are also to be considered.

Each building shall be included on the plans with individual units delineated, associated parking and driveways at the appropriate scale to fit on one sheet. Show a title, north arrow, and scale on each plan.

Floor Plans Floor plans are to be provided at scale to include all programmed spaces as required in the Army Standard for Family Housing and UFC 4-711-01 for the programmed military grade personnel. Corridors, electrical and mechanical equipment rooms, and equipment layouts to meet the functional requirements shall also be shown. All spaces shall be labeled with the space function and the programmed and designed gross and net square footage. Indicate locations of major MEP equipment. The units shall be labelled with the military grades corresponding to each unit size as per the Army Standard for Family Housing and UFC 4-711-01.

The Offeror should provide a tabulation of the gross square footage by each individual program area. Summarize all area information in one location. Items included on the submitted LEED checklist should also be labelled or noted on the provided plans.

Elevation Drawings Include exterior elevation drawings showing overall dimensions, architectural details consistent with the surrounding community, fenestration and materials. Separate elevation drawings shall be provided for the Heritage and General Greene Housing areas.

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