Amendment 0004 - VA ST ANC(1).pdf

PDF 17 MB Posted Jun 15, 2021

Attached to: Arlington National Cemetery - Realignment of Columbia Pike
Solicitation number: 693C73-21-R-000018
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the Arlington National Cemetery - Realignment of Columbia Pike project located in Arlington County, Virginia. The project consists of realigning Columbia Pike and S. Joyce Street, replacing Southgate Road with a new segment of S. Nash Street, expanding Foxcroft Heights Park, modifying the Columbia Pike/Washington Boulevard interchange, and constructing pedestrian and bicycle facilities to increase connectivity. Work will also include installing street lighting, extensively relocating utilities, performing site preparation for a second contract including constructing five retaining walls, one tunnel, and mass grading. The base contract and one option are expected to exceed $10 million total. Proposals are due on the date specified in Block 13a of the SF1442 solicitation form. Offerors must demonstrate experience with similar complex infrastructure projects. The solicitation will provide further qualification requirements. The Department of Transportation Federal Highway Administration is the agency issuing this RFP.

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Amendment 0001 - VA ST ANC(1).pdf	PDF	May 28, 2021
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(x)

693C7321R000018 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

ASHBURN VA 20147

ATTN: CONSTRUCTION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITIONS

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

VA ST ANC(1)06/15/20210004

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

05/20/2021

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project VA ST ANC(1):

The purpose of this Amendment is to:

1) Provide eight (8) revised plan sheets and one (1) new plan sheet to incorporate minor modifications or corrections.

2) Provide revised Technical Proposal instructions to reflect changes to Factor 2 due to a new date for the South Parcel Turnover.

3) Provide revised B pages reflecting the following:

a) Add new Pay Item: Removal of Guardrail - Line A0470

b) Add new Pay Item: Removal of Gas Line - Line A0510

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 63

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7321R000018/0004

c) Revise Quantity: Line A2480 - 45-degree bend for 6" waterline; from 2 to 4

d) Revise Quantity: Line A2580 - 45-degree bend for 16" waterline; from 6 to 7

e) Remove Pay Item: Line A2320 - ARLINGTON

COUNTY 10" X 10" TEE

f) Remove Pay Item: Line A2680 - ARLINGTON

COUNTY 12" X 10" REDUCER

4) Provide revised J pages reflecting changes to

Section 108 due to the change in date for the

South Parcel Turnover.

5) Provide a summary of responses to questions/clarifications asked by potential bidders.

6) Extend the Proposal Due Date to July 20, 2021, at 2:00 p.m. EST.

The government will accept bidder questions until

July 9, 2021. Questions received after that date may not be answered in time to allow contractors enough time to incorporate resulting information in proposals prior to the proposal due date.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0004

Amendment Info

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0004 Project VA-ST-ANC(1)

Arlington National Cemetery - Columbia Pike Realignment Solicitation: 693C73-21-R-000018

The purpose of this Amendment is to:

1) Provide eight (8) revised plan sheets and one (1) new plan sheet to incorporate minor modifications or corrections.

2) Provide revised Technical Proposal instructions to reflect changes to Factor 2 due to a new date for the South Parcel Turnover.

3) Provide revised B pages reflecting the following:

a) Add new Pay Item: Removal of Guardrail – Line A0470

b) Add new Pay Item: Removal of Gas Line – Line A0510

c) Revise Quantity: Line A2480 – 45-degree bend for 6” waterline; from 2 to 4

d) Revise Quantity: Line A2580 – 45-degree bend for 16” waterline; from 6 to 7

e) Remove Pay Item: Line A2320 - ARLINGTON COUNTY 10" X 10" TEE

f) Remove Pay Item: Line A2680 - ARLINGTON COUNTY 12" X 10" REDUCER

4) Provide revised J pages reflecting changes to Section 108 due to the change in date for the South Parcel Turnover.

5) Provide a summary of responses to questions/clarifications asked by potential bidders.

6) Extend the Proposal Due Date to July 20, 2021, at 2:00 p.m. EST.

The government will accept bidder questions until July 9, 2021. Questions received after that date may not be answered in time to incorporate resulting information in proposals prior to the proposal due date.

Updated or New Plan Sheets Attached to this Amendment

Sheet Number/Description Nature of Update 1J(2A)-2A(1) TMP TYPICAL SECTIONS.pdf Update typical section to clarify location of Curb and Gutter 1R TABULATION OF QUANTITIES – SCHEDULE A.pdf Show added or modified pay items to bid schedule 1R(1) TABULATION OF QUANTITIES – SCHEDULE A.pdf Show added or modified pay items to bid schedule 2J(2) WATER DETAILS.pdf New Sheet - Add tabulation of restraining lengths 3Q DRY UTILITIES PLAN.pdf Updated to show correct Lumen conduit sizing 4Q DRY UTILITIES PLAN.pdf Updated to show correct Lumen conduit sizing 5Q DRY UTILITIES PLAN.pdf Updated to show correct Lumen conduit sizing 23(3) SANITARY PROFILE.pdf Corrected manhole invert elevations 24(7) WATERLINE PROFILE.pdf Revised temp waterline pipe size

TYPICAL SECTION - S. NASH STREET

11.5'

THRU

LANE

2' VARIES 10'

SHARED

USE

PATH

BUFFER

ARL. CO. STD. C-2

CURB & GUTTER

11.5'

THRU

LANE

11.5'

THRU

LANE

11.5'

THRU

LANE

TYPICAL SECTION - SOUTHGATE CONNECTION

STA. 7+95 TO STA. 12+40

12' MIN.

THRU

LANE

2' MIN.

SHLDR.

2' MIN.

SHLDR.

TYPICAL SECTION - SOUTHGATE ROAD

STA. 53+25 TO STA. 65+50

11.0'

THRU

LANE

EXIST.

SIDEWALK

11.0'

THRU

LANE

11.0'

THRU

LANE

11.0'

THRU

LANE

EXIST. CURB

& GUTTER

TYPICAL SECTION - AFM ACCESS

11' MIN.

11' MIN. 8.0'

PARKING

2.0' 5'

SIDEWALK

3.0'

ARL. CO. STD. C-2

CURB & GUTTER

INSET G

INSET K

12" SELECT FILL

(AS NEEDED - SEE

GEOTECH REPORT)

APPROVED SUBGRADE

12" 21B AGGREGATE BASE

LIMIT OF EXCAVATION/

SUBGRADE FILL

2" SM-9.5D BITUMINOUS

CONCRETE SURFACE

2" IM-19.0D BITUMINOUS

CONCRETE SURFACE

8" BM-25.0D BITUMINOUS

CONCRETE SURFACE

(PLACED IN 2 EQUAL LIFTS)

INSET G

TEMPORARY PAVEMENT

2" SM-9.5A BITUMINOUS

CONCRETE SURFACE

8" 21B AGGREGATE BASE

APPROVED SUBGRADE

INSET I

TEMPORARY PAVEMENT

INSET I

4" CLASS A3

CONCRETE SIDEWALK

4" 21B AGGREGATE BASE

APPROVED SUBGRADE

INSET J

TEMPORARY SIDEWALK

INSET J

6" BM-25.0D BITUMINOUS

CONCRETE SURFACE

6" 21B AGGREGATE BASE

SUBGRADE

2" IM-19.0D BITUMINOUS

CONCRETE SURFACE

INSET K

TEMPORARY PAVEMENT

4.0'VARIES

GRADED

SHLDR.

DRAINAGE

DITCH

SIDEWALK

MB-11A

INSET J

SHLDR.

STA. 53+25 TO STA. 55+00

1' MIN.

E A S T E R N

F E D

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

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O N

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N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

R A

W N

Se al

06/10/2021

N /A

O C

D M

R A

C A

O N

1J(2A)-2A(1)

S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

E X

N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

R A

W N

Se al

06/14/2021

N /A

M R

N O

F Q

U A

SCHEDULE A

S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

E X

N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

R A

W N

Se al

06/14/2021

N /A

M R

A M

R A

M R

N O

F Q

U A

- S C

1R(1)

SCHEDULE A

S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

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N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

R A

W N

Se al

06/14/2021

N /A

A R

B A

R B

A M

W A

2J(2)

UGT

UGE

SAN

CATV

UGE

PROP. DOMINION ENERGY VIRGINIA

DUCT BANK

PROP. VERIZON COMMUNICATION

DUCT BANK

PROP. COMCAST CABLE DUCT

BANK

PROP. FIBERLIGHT DUCT BANK

PROP. JONES DUCT BANK

PROPOSED MCI DUCT BANK

PROPOSED ARLINGTON COUNTY

FIBER DUCTBANK

PROP. USAF 844 FIBER

PROP. VDOT COMM DUCT BANK

PROP. VDOT ELECTRIC

PROP. LUMEN COMM

PROP. DEV 6' x 12' x 6' MANHOLE

PROP. VZN 6' X 12' X 8' MANHOLE

PROP. VDOT COMM 36"X24"X36"

HANDHOLE

PROP. COMCAST 36"X24"X36"

HANDHOLE

PROP. VERIZON 36"X24"X36"

HANDHOLE

PROP. USAF 36"X24"X36"

HANDHOLE

PROP. JONES 36"X24"X36"

HANDHOLE

PROP. MCI 36"X24"X36" HANDHOLE

PROP. ACF 36"X24"X36" HANDHOLE

CATV

USAF

VZN VZN

JUC

MCI

ACF

EXIST. 395 EXPRESS LANE FIBER OPTIC

EXIST. UNDERGROUND ELECTRIC LINE

EXIST. UNDERGROUND

TELECOMMUNICATION LINE

EXIST. UNDERGROUND FIBER OPTIC LINE

EXIST. UNDERGROUND ARLINGTON

COUNTY FIBER OPTIC LINE

EXIST. UNDERGROUND CABLE LINE

EXIST. SANITARY SEWER LINE

EXIST. GAS LINE

EXIST. OVERHEAD LINE

EXIST. POWER POLE

LEGEND

ARLINGTON COUNTY WATER

WASHINGTON AQUEDUCT

PROP. VALVE

PROP. FIRE HYDRANT

PROP. REDUCER

PROP. TEE

PROP. 11.25° BEND

PROP.22.5° BEND

PROP. 45° BEND

PROP.90° BEND

PROP. BLOW OFF VALVE ASSEMBLY

PROP. CAP

FILL & ABANDON UTILITY LINE

REMOVE UTILITY LINE

PROP.SANITARY SEWER PIPE

PROP.SANITARY SEWER

MANHOLE & NO.

SANITARY FLOW ARROW

EXISTING SANITARY STRUCTURE

MH.

EXISTING POTOMAC

INTERCEPTOR

ABANDON UTILITY LINE

REMOVE UTILITY LINE

WASHINGTON GAS

10105

SAN

VEL

12''G

FBL

GAS

E X

S L O

P E

M A I N

T E N

A N

C E

E S M

D B

P G

D i r f i r f d h f d h f

S W

N59°08'17"W

90.70'

W a s h i n g t o n u l e v a r d

C O

L U

M B I A P

I K E

R O

U T E

42" R

F O

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

F O

G A S

F O

U G

UGE

U G

G A S

U G

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G E

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F O

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F O

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U G

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/w x i t s i g n p e d e s t r i a n s t o p s i g n p e d e s t r i a n s t o p s i g n c o n c r o u t e s i g n s n o w e m e r g e n c y r o u t e h c r h c r b i k e s i g n b i k e s i g n b i k e w a y n a r r o w s r o u t e i n f o k e p f f m e d i a n b r i d g e c l e a r a n c e a d o t a h i g h w a y c o n c

/w n c c o n b i k e s i g n p e d e s t r i a n s t o p s i g n y i e l d s i g n

R i c h m o n d s i g n y e l d s i g n m e r g e s i g n s t o l l

W a s h i n g t u l e v a r d

R C P e x p o s d p i l e

R C P

U G

E d u c t d u c t duct duct

R a m p a s p h a s p h asph.

asph.

c r o l k

E w a l i t c h jersey wall w/ 2' clf co nc.

s/w lane striping lane striping

CONC.WALK

OVERHEAD SIGN

D x

S D x

U G

UGE

U G

UGE

U G

E U

G E

U G

12''G

PROP. L/A LINE

AND R/W LINE

PROP. L/A LINE

AND R/W LINE

E x r

R e s o l u t i t b r u a r

28+00 29+00

30+00

P C

I T

A M

R O

U T

F F

A M

B R

E A

R O

J U

A C F

Z N

V Z

V C

VZN 1: 12-4" CE DB

USAF 844-1: 1-4" CONDUIT

SINGLE MODE 72 STRAND

DOMINION 1: 2-6" CE DB

STA: 5+84

USAF 844 HH (JB-S3)

N: 7003141.29

E: 11892483.77

(RT 27 OFF STA: 11+00 OFF: 46.5' RT)

STA: 0+00

(CP STA: 29+97 OFF 33.6'LT)

DOMINION ELECTRIC

MH #1 6'X12'X6'

ACF 1: 2-2" CONDUITS

24F CABLE

STA: 0+00

(CP STA: 30+22

OFF: 38' LT)

ACF HH

61-04 TYPE 3 JB

LUMEN 1: 1-4" CONDUIT

JONES 1: 6-1.5" CONDUITS

U S

O N

D U

I T

S I N

T R

A N

V Z

S T

T A

O F

J O

N E

J B

S T

T A

O F

L U

M E

J B

STA: 0+00

(CP STA: 28+95

OFF: 30.1' LT)

CONNECT TO

EX. JONES FIBER

STA: 10+12

(CP STA: 33+20

OFF: 53' RT)

USAF 844 HH

(JB-S3)

DOMINION : 1-4" DB

FOR SIGNAL

S T

T A

O F

L T

T D

Y P

J B

DOMINION :

1-4" DB

FOR

SIGNAL

VDOT COMM

4-4" CONDUITS

2-48 CT AND 1-16 CT

DEV TEMP POLE

AND OH

(CP STA: 101+99 OFF: 631.3 RT)

CARRY THE DISTRIBUTION

CABLE THROUGH CABINET

C94 - SEE NOTE 4

PROP. VDOT HH

VDOT STD JB-S4

(RT 27 ON STA: 2+04 OFF: 29.8' LT)

VDOT COMM: 1-4"

CONDUIT W/ 2-48 CT

TRANSURBAN LINES IN THIS AREA.

CONTRACTOR TO LOCATE AND PROTECT

OR RELOCATE OUT OF CONFLICTS.

TRANSURBAN LINES IN THIS AREA.

CONTRACTOR TO LOCATE AND PROTECT

OR RELOCATE OUT OF CONFLICTS.

DEV TEMP POLE

(CP STA: 101+92 OFF: 486.8' RT)

E A S T E

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A d m i n i s t r a t i o n

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D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

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C I R C L E

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N (A

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S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

R A

W N

Se al

06/14/2021

M A

T C

H L

E E

S H

E E

M A

T C

H L

- S E

E S

H E

E T

M A

T C

H L

I N

STA: 0+66

(CP STA: 28+98

OFF: 34' RT)

JONES HH

JB-S3

LUMEN 1: 1-1.5"

CONDUIT

STA: 0+69

(CP STA: 29+02

OFF: 36.2' RT)

DOG HOUSE HH INTO

LUMEN 1

DOGHOUSE MH

INTO EX. VZN

NOTE:

1. VDOT AND TRANSURBAN LINES MAY DIFFER FROM

PLAN LOCATIONS. CONTRACTOR TO COORDINATE

WITH BOTH OWNERS. A 21 DAY NOTICES OF

IMPACTS IS REQUIRED FOR TRANSURBAN.

2. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL

MATCH FUTURE GRADE AND CROSS SLOPES.

3. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,

HH, AND MH DETAILS.

4. CONTRACTOR SHALL CONNECT CABINET C94 TO

THE PROPOSED JB-S4 AS INDICATED. THE NEW

CONDUIT SHALL BE CONNECTED TO AN EXISTING

UNUSED STUB-OUT IN THE CABINET FOUNDATION.

THE NEW 48 CT SMF SHALL BE LOOPED THROUGH

C94 AND A MIDSPAN OR RING CUT SPLICE

PERFORMED TO BRING THE CABINET ONTO THE

VDOT NETWORK. VDOT WILL PROVIDE A SPLICING

DETAIL SHEET TO THE CONTRACTOR OUTLINING

THE ACTIVE FIBERS NEEDED TO BE PIGTAILED IN

THE CABINET.

1" =2

5' N

/A A

R B

A R

B M

R A

D R

Y U

M o n f d h f

R a m p

U G

S p e n t a g o n i n f o c k k b u f o i n f g n

R a m p e o i e o i e x p o s p i l e

F O

R a m p

R a m p a s p h c o n c a s p h

E U G

12''G 12''G

12''G

C O

L U

M B

- R O

U T

S P

E E

D L

: 2 M

P H

BREAK PROP. L/A LINE

(SEE SHEET 4G)

J U

JUC

U S

A F

U S

A F

U S

A F

U S

A F

U S

A F

U S

A F

ACF

A C F

ACF

V Z

VZN

D O

M I N

I O

USAF 844: 1-4" CONDUIT

SINGLE MODE 72 STRAND

VZN 1: 12-4" CE DB

STA: 6+08

(CP STA: 33+89

OFF: 37.6' RT)

JONES HH

JB-S3

LUMEN 1: 1-4" CONDUIT

STA: 5+60

(CP STA: 33+48

OFF: 37.1' RT)

LUMEN 1 HH

JB-S3

JONES 1: 12-1.5"

CONDUITS

STA: 6+30

(CP STA: 34+47

OFF: 32.7' RT)

VZN MH#1

OLDCASTLE MODEL BA6X12-7GRII

STA: 3+48

(CP STA: 34+02

OFF 41.55' LT)

DOMINION 1

MH #2

6'X12'X6'

DOMINION 1: 2-6" CE DB

ACF 1: 2-2" DB

24F CABLE

DOMINION TEMPORARY OVERHEAD

STA: 3+16

(CP STA: 33+94

OFF 48.56' LT)

ACF 1

AC-TS STD.

61-04 TYPE 3 JB

T R

A N

S U

R B

C O

N T

R A

C T

L O

C A

T E

C T

L O

C A

O N

F L I C

T S

*CONSTRUCTED AS PART OF

UGT

UGE

SAN

CATV

UGE

PROP. DOMINION ENERGY VIRGINIA

DUCT BANK

PROP. VERIZON COMMUNICATION

DUCT BANK

PROP. COMCAST CABLE DUCT

BANK

PROP. FIBERLIGHT DUCT BANK

PROP. JONES DUCT BANK

PROPOSED MCI DUCT BANK

PROPOSED ARLINGTON COUNTY

FIBER DUCTBANK

PROP. USAF 844 FIBER

PROP. VDOT COMM DUCT BANK

PROP. VDOT ELECTRIC

PROP. LUMEN COMM

PROP. DEV 6' x 12' x 6' MANHOLE

PROP. VZN 6' X 12' X 8' MANHOLE

PROP. VDOT COMM 36"X24"X36"

HANDHOLE

PROP. COMCAST 36"X24"X36"

HANDHOLE

PROP. VERIZON 36"X24"X36"

HANDHOLE

PROP. USAF 36"X24"X36"

HANDHOLE

PROP. JONES 36"X24"X36"

HANDHOLE

PROP. MCI 36"X24"X36" HANDHOLE

PROP. ACF 36"X24"X36" HANDHOLE

CATV

USAF

VZN VZN

JUC

MCI

ACF

EXIST. 395 EXPRESS LANE FIBER OPTIC

EXIST. UNDERGROUND ELECTRIC LINE

EXIST. UNDERGROUND

TELECOMMUNICATION LINE

EXIST. UNDERGROUND FIBER OPTIC LINE

EXIST. UNDERGROUND ARLINGTON

COUNTY FIBER OPTIC LINE

EXIST. UNDERGROUND CABLE LINE

EXIST. SANITARY SEWER LINE

EXIST. GAS LINE

EXIST. OVERHEAD LINE

EXIST. POWER POLE

LEGEND

ARLINGTON COUNTY WATER

WASHINGTON AQUEDUCT

PROP. VALVE

PROP. FIRE HYDRANT

PROP. REDUCER

PROP. TEE

PROP. 11.25° BEND

PROP.22.5° BEND

PROP. 45° BEND

PROP.90° BEND

PROP. BLOW OFF VALVE ASSEMBLY

PROP. CAP

FILL & ABANDON UTILITY LINE

REMOVE UTILITY LINE

PROP.SANITARY SEWER PIPE

PROP.SANITARY SEWER

MANHOLE & NO.

SANITARY FLOW ARROW

EXISTING SANITARY STRUCTURE

MH.

EXISTING POTOMAC

INTERCEPTOR

ABANDON UTILITY LINE

REMOVE UTILITY LINE

WASHINGTON GAS

10105

SAN

VEL

12''G

FBL

GAS

E A S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

E X

N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

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Se al

06/14/2021

MATCHLIN

E - S

EE S

HEET

12Q

M A

T C

H L

I N

NOTE:

1. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL

MATCH FUTURE GRADE AND CROSS SLOPES.

2. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,

HH, AND MH DETAILS.

1" =2

5' N

/A A

R B

A R

B M

R A

D R

Y U

M o n f

M o n f i r f

M o n f

S O

Y C

S T R

E E T

E a s e m e n t

E r p e t u m d

L i m i t c e e a

E r p e t u m t

C M

S A N

R C P

I S

U G

F O

O b r i c k c o n c s n m d i a n b r i c k c o n c s d e w a l k n a r r o w s t r a f f i c s e n s o rw s o l a r p a n e l f i b t i c v a u l t a n o c k k c k k b f o i n f g n a s p h c j k c o n n b f o c o u n f o n o

F o x c r o f t

H e i g h t s m e d i a ns y m b o l

S e o i

F O

FO FO FO

F O

S A N

T C

F O

FO FO FO

12''G

T C

SSM

L U

I T

J U

JUC

J U

U S

A F

USAF

U S

A F

U S

A F

U G

C A T V

ACF

A C F

ACF

M C

MCI

Q S

F B

Z N

V Z

VZN

V Z

H H

STA: 6+54

(CP STA: 37+05 OFF: 42' LT)

DOMINION MH #3

6'X'12X7'

STA: 4+29

(CP STA: 40+40 OFF: 48.3' RT)

COMCAST HH

JB-S3

COMCAST 1: 2-4" CE DB

STA: 0+00

(CP STA: 37+30

OFF: 65.6' LT)

COMCAST HH

JB-S3

STA: 1+02

(CP STA: 37+26

OFF: 65.9' LT)

VZN HH

JB-S3

UTILITY TRUNK

ACF: 6-2" CONDUITS 2-144 SMF LOOSE TUBE CABLE, 1-864 RIBBON CABLE

USAF 844: 1-4" CONDUIT SINGLE MODE 72 STRAND

JONES: 6-1.5" CONDUITS

FIBERLIGHT: 8-1.5" CONDUITS

STA: 12+77

(CP STA: 41+25

OFF: 32.4' RT)

VZN MH#3

OLDCASTLE MODEL BA6X12-7GRII

STA: 2+45

(CP STA: 40+36 OFF: 39.0' RT)

FIBERLIGHT HH

JB-S3

STA: 1+76

(CP STA: 39+67

OFF: 37.4' RT)

JONES HH

JB-S3

STA: 1+56

(CP STA: 39+47

OFF: 37' RT)

USAF 844 HH

STA: 0+96

(CP STA: 38+86 OFF: 41.3' RT)

MCI HH

JB-S3

MCI 2: 12-1.5" CONDUIT

MCI 1: 1-4" CONDUIT

STA: 9+51

(CP STA: 37+99 OFF: 47.8' RT)

VZN MH#2

OLDCASTLE MODEL BA6X12-7GRII

USAF 844-2:1-4" CONDUIT

SINGLE MODE 72 STRAND

STA: 10+95

(CP STA: 41+52 OFF: 35' LT)

DOMINION MH #4

6'X12'X6'

DOMINION 1: 2-8" CE DB

ACF : 6-2" CONDUITS

2-144 SMF LOOSE TUBE CABLE

1-864 RIBBON CABLE

FBL: 6-1.5"CONDUITS

STA: 6+98

(SJ STA: 113+89

OFF: 37' RT)

ACF HH

AC-TS STD. TYPE 5

ACF 1: 2-2"

CONDUITS

24F CABLE

DOMINION-2: 2-8" & 2-6" CE DB

DOMINION : 1-4" DB

FOR SIGNAL

STA: 14+69

(CP STA: 37+76 OFF: 47.6' RT)

USAF 844 HH (JB-S3)

JONES 2: 6-1.5" CONDUITS

VZN 3: 1-2"

CONDUIT

STA: 1+29

(SJ STA: 113+89 OFF: 36.5' RT)

FIBERLIGHT HH

JB-S3

STA: 9+78

(CP STA 37+58

OFF: 40.3' RT)

JONES HH

JB-S3

6-1.5"

CONDUITS

STA: 9+68

(CP STA: 37+47

OFF: 44.3' RT)

LUMEN 1 HH

JB-S3

1-4" CONDUIT

S T

V Z

VZN 4: 9-4"

CE DB

STA: 0+00 (VZN-4)

STA: 10+34 (VZN-1)

VZN-4 MH#1

OLDCASTLE MODEL BA6X12-7GRII

VZN 2: 6-4" CONDUITS

STA: 3+65

(CP STA: 41+63

OFF: 41' RT)

ACF HH TYPE 4

STA: 0+05

(CP STA: 38+03

OFF: 44.5' RT)

ACF HH TYPE 4

UGT

UGE

SAN

CATV

UGE

PROP. DOMINION ENERGY VIRGINIA

DUCT BANK

PROP. VERIZON COMMUNICATION

DUCT BANK

PROP. COMCAST CABLE DUCT

BANK

PROP. FIBERLIGHT DUCT BANK

PROP. JONES DUCT BANK

PROPOSED MCI DUCT BANK

PROPOSED ARLINGTON COUNTY

FIBER DUCTBANK

PROP. USAF 844 FIBER

PROP. VDOT COMM DUCT BANK

PROP. VDOT ELECTRIC

PROP. LUMEN COMM

PROP. DEV 6' x 12' x 6' MANHOLE

PROP. VZN 6' X 12' X 8' MANHOLE

PROP. VDOT COMM 36"X24"X36"

HANDHOLE

PROP. COMCAST 36"X24"X36"

HANDHOLE

PROP. VERIZON 36"X24"X36"

HANDHOLE

PROP. USAF 36"X24"X36"

HANDHOLE

PROP. JONES 36"X24"X36"

HANDHOLE

PROP. MCI 36"X24"X36" HANDHOLE

PROP. ACF 36"X24"X36" HANDHOLE

CATV

USAF

VZN VZN

JUC

MCI

ACF

EXIST. 395 EXPRESS LANE FIBER OPTIC

EXIST. UNDERGROUND ELECTRIC LINE

EXIST. UNDERGROUND

TELECOMMUNICATION LINE

EXIST. UNDERGROUND FIBER OPTIC LINE

EXIST. UNDERGROUND ARLINGTON

COUNTY FIBER OPTIC LINE

EXIST. UNDERGROUND CABLE LINE

EXIST. SANITARY SEWER LINE

EXIST. GAS LINE

EXIST. OVERHEAD LINE

EXIST. POWER POLE

LEGEND

ARLINGTON COUNTY WATER

WASHINGTON AQUEDUCT

PROP. VALVE

PROP. FIRE HYDRANT

PROP. REDUCER

PROP. TEE

PROP. 11.25° BEND

PROP.22.5° BEND

PROP. 45° BEND

PROP.90° BEND

PROP. BLOW OFF VALVE ASSEMBLY

PROP. CAP

FILL & ABANDON UTILITY LINE

REMOVE UTILITY LINE

PROP.SANITARY SEWER PIPE

PROP.SANITARY SEWER

MANHOLE & NO.

SANITARY FLOW ARROW

EXISTING SANITARY STRUCTURE

MH.

EXISTING POTOMAC

INTERCEPTOR

ABANDON UTILITY LINE

REMOVE UTILITY LINE

WASHINGTON GAS

10105

SAN

VEL

12''G

FBL

GAS

E A S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

E X

N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

R A

W N

Se al

06/14/2021

M A

T C

H L

I N

T C

L I

NOTE:

1. ACF MAY HAVE CHANGED IN THIS AREA.

CONTRACTOR TO FIELD VERIFY.

2. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL

MATCH FUTURE GRADE AND CROSS SLOPES.

3. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,

HH, AND MH DETAILS.

1" =2

5' N

/A A

R B

A R

B M

R A

D R

Y U

0+00 1+00 2+00 3+00 4+00

FUTURE GRADE

EXISTING

GRADE

SEE SHEET 18K SEE SHEET 19K

4+00 5+00 6+00 7+00 8+00 8+25

EXISTING

GRADE

FUTURE

GRADE

INTERIOR

DROP CONNECTION

TO MH 4

SEE DETAIL ON 2H

SEE SHEET 19K

E A S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

E X

N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

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06/14/2021

M A

T C

H L

I N

E T

SANITARY PROFILE -

AIR FORCE MEMORIAL

(PRIVATE)

1" =2

5' 1"

A R

B A

R B

M R

R Y

P R

23(3)

F O

R C

E M

: S

. 0 +0

. 8 +0

NOTES:

1. SEE SHEET 2H FOR SEWER MH DETAILS.

2. THE SANITARY PROFILE FOR THE AIR FORCE

MEMORIAL IS PRIVATELY OWNED AND MAINTAINED.

3. SANITARY SEWER INSTALLATION SHALL BE IN

ACCORDANCE TO THE SUGGESTED SEQUENCE OF

CONSTRUCTION SHEETS.

M A

T C

H L

I N

E T

SANITARY PROFILE - AIR

FORCE MEMORIAL

(PRIVATE)

0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50

SEE SHEET 8M SEE SHEET 7M

EXISTING GROUND

PROPOSED GRADE

6+50 7+00 7+75

SEE SHEET 7M

EXISTING GROUND

PROPOSED

GRADE

E A S T E

E R A L

L A N

D S

I G

H W

A Y

I V I S I O

F e d e r a l

H i g h w a y

A d m i n i s t r a t i o n

U S

D e p a r t m e n t o f

T r a n s p o r t a t i o n

R I D

G E T O

C I R C L E

S T E R L I N

V I R G

I N

I A

A R

N N

O N

A L

E X

N (A

N C

A C

S R

O A

D (D

A R

) P R

C T

A R

N C

O U

, V

SHEET

Se al

D A

3, SC

H O

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Se al

06/14/2021

M A

T C

H L

I N

T A

E T

TEMPORARY WATER LINE

1" =2

5' 1"

A R

B A

R B

A M

W A

24(7)

A R

Y W

R L

. 0 +0

. 7 +5

TEMPORARY WATER LINE

M A

T C

H L

I N

T A

E T

M A

T C

H L

I N

PROPOSAL INSTRUCTIONS

PROJECT: VA-ST-ANC(1)

OFFERORS PLEASE NOTE: Before preparing the proposal, carefully read the Instructions to Offerors. While preparing the proposal, comply with the following:

Submit all required proposal information to EFLHD in sealed envelopes/boxes clearly addressed and identified for “Project No. VA-ST-ANC(1) - Solicitation No. 693C73-21-R-000018”.

Submit all proposals so that they will arrive at the address shown in Block 7 of the SF-1442 on the due date specified in Block 13 of the SF-1442. Send proposals directly to the attention of the person listed in Block 9 of the SF-1442.

Submit one (1) bound paper copy, one (1) unbound copy, and one (1) CD-ROM copy of the Technical Proposal. Submit the Technical Proposal copies separately from the Price Proposal in a sealed envelope/box and clearly labeled as the “Technical Proposal”.

Submit two (1) unbound paper copies and one (1) CD-ROM copy of the Price Proposal. Submit the Price Proposal copies separately from the Technical Proposal in a sealed envelope and clearly labeled as the “Price Proposal”.

It is the Offeror’s sole responsibility to see that its proposal is received. Proposals received after the time due will be rejected without consideration or further evaluation. In addition, it is the Offeror’s responsibility to ensure all requirements of both the Technical Proposal and Price Proposal are included in their respective envelopes/boxes.

EVALUATION OF PROPOSAL DOCUMENTS

STEP 1 – TECNICAL PROPOSAL EVALUATION

The Technical Proposal is limited to 75 pages, 8.5” x 11” size paper, printed on one side only, pages numbered, and using Times New Roman font size 12. Gantt charts, site maps, or charts can be submitted on single sided sheets up to 11” x 17”. The Technical Proposal cover letter, outside covers, and section dividers do not count toward the 75-page limit.

An Evaluation Board will evaluate each Technical Proposal using the following evaluation criteria:

Factor 1 – Prior Experience, Past Performance, and Proposed Team

The Government will evaluate the qualifications of the Offeror by considering the Offeror’s example projects, past performance, and proposed project team, as described below. Offerors demonstrating a higher level of successful past performance in the evaluated areas will be more favorably rated.

Amendment No. 0004 - Changes Highlighted

(a) Example of Project and Past performance: Submit documentation that shows direct experience as a prime contractor that are of similar size and complexity to the subject solicitation. The projects should demonstrate the technical capabilities that are required for this solicitation. Submit documentation by providing at least three (3) but no more than five (5) completed projects in the past ten (10) years. Projects that include the following types of work will be given a more favorable rating: retaining wall construction, tunnel construction, multi-phased projects, projects that required maintenance of traffic throughout construction, and projects that required extensive utility relocations. Provide customer/owner point of contact, phone number, and email address for each relevant project.

(b) Example of Specialty or Subcontract Work Past Performance: For specialty work that may be subcontracted, submit documentation that lists the name of the subcontractor, and relevant project experience using the same guidance given in paragraph (a). Provide a statement indicating the subcontractor’s experience and technical competence relative to the nature of the work being performed.

(c) Proposed Team: Provide an organizational chart and submit resumes of key personnel to be involved in the project, indicating their specific experience within the past 5 years performing technically similar construction work, construction project management, and construction QC work for EFLHD and/or a similar DOT. At a minimum, include the Construction Superintendent and the QC Manager, each having a minimum of 2 years’ experience within the past 5 years performing technically the same or similar work. List any subcontractors whom the Offeror proposes to provide services and indicate their experience performing similar work.

FACTOR 1 - PRIOR EXPERIENCE, PAST PERFORMANCE AND PROPOSED

TEAM RATINGS

Color Rating

Adjectival Rating Description/Indicators

Blue Outstanding

Based on the offeror’s recent/relevant experience and performance record, the Government has a high expectation that the offeror will successfully perform the required effort in each of the 3 sub-factors mentioned above.

Purple Good

Based on the offeror’s recent/relevant experience and performance record, the Government has a reasonable expectation that the offeror will sufficiently perform the required effort in each of the 3 sub-factors mentioned above.

Green Acceptable

Based on the offeror’s recent/relevant experience and performance record, the Government has a reasonable expectation that the offeror will meet minimum expectations in performing the required effort in each of the 3 sub-factors mentioned above.

Yellow Marginal

Based on the offeror’s recent/relevant experience and performance record, the Government has a low expectation that the offeror will meet minimum expectations in performing the required effort for each of the 3 sub-factors mentioned above.

Red Unacceptable

Based on the offeror’s recent/relevant experience and performance record, the Government has no expectation that the offeror will be able to meet minimum expectations in performing the required effort for each of the 3 sub-factors mentioned above.

Factor 2 – Planned Approach to Construction and Project Understanding

The Government will review and evaluate each Offeror’s understanding of the contract work and overall approach to managing and constructing the project. Provide a general description of the Offeror’s methods and ability to complete the contract work on time and within the total bid amount, especially as it pertains to the interim milestone requirement for the South Parcel turnover that includes retaining wall construction, utilities relocation, mass grading and other work.

(a) Provide a preliminary Construction Milestone schedule and outline the Offeror’s approach to meet the period of performance (calendar days) requirement for the project. Milestones for the schedule should correlate with the Transportation Management Plan sequencing. Include a narrative that describes the staging and sequencing needs as well as resources required to deliver.

(b) Provide a description of the sequencing and items of work needed to meet the South Parcel interim completion milestone date as described in Section 108.06 of the Special Contract Requirements (SCR).

(c) List any proposed value engineering or alternate technical concepts that may provide additional schedule advantages or allow an earlier completion date for either the South Parcel milestone or the final contract completion.

(d) Identify and list three (3) project risks, whether under the offeror’s control or not, that would result in adverse impacts to the schedule. For each risk, provide the offeror’s planned strategy to avoid or mitigate those risks in order to maintain the project’s schedule.

Proposals with South Parcel Turnover dates prior to March 6, 2023 will rank higher.

Provide a description of the Offeror’s construction approach to complete the South Parcel turnover prior to March 6, 2023.

Amendment No. 0004 - Changes Highlighted

William.Eshbaugh Highlight

FACTOR 2 – PLANNED APPROACH TO CONSTRUCTION AND PROJECT

UNDERSTANDING

Color Rating

Adjectival Rating Description/Indicators

Blue Outstanding

Proposal meets requirements of the 4 sub-factors mentioned above and indicates an exceptional approach and understanding of the requirements to manage and construct the project. The proposal contains two or more strengths and no deficiencies. Proposal has a South Parcel Turnover date prior to March 6, 2023.

Purple Good

Proposal meets requirements of the 4 sub-factors mentioned above and indicates a thorough approach and understanding of the requirements to manage and construct the project. Proposal contains at least one strength and no deficiencies. Proposal has a South Parcel Turnover date prior to March 6, 2023.

Green Acceptable

Proposal meets requirements of the 4 sub-factors mentioned above and indicates an adequate approach and understanding of the requirements to manage and construct the project. Proposal has no strengths or deficiencies. Proposal includes a South Parcel Turnover date of March 6, 2023.

Yellow Marginal

Proposal does not clearly meet requirements, and has not demonstrated an adequate approach and understanding of the requirements to manage and construct the project. Proposal includes a South Parcel Turnover date of March 6, 2023.

Red Unacceptable Proposal does not meet requirements and contains one or more deficiencies and is unawardable. Proposal may or may not includes a South Parcel Turnover date of March 6, 2023.

Factor 3 – Project Management, Controls and Coordination

The Government will evaluate the Project Management and Controls of the Offeror by considering the Offeror’s approach to the project’s QC, schedule, and coordination as described below. Offerors demonstrating effective and efficient project management procedures will be more favorably rated.

(a) Quality Control: Provide a description of the planned approach to overall quality control, to deliver a quality construction project on-time. Include a summary of the proposed Quality Control Plan demonstrating soundness and reasonableness of the planned approach to QC for construction including materials sampling and testing.

Although not required, include information regarding any Document Control System (DCS) that the offeror proposes for the purposes of managing, tracking and controlling all transmittals, submittals, requests for information, meeting minutes, Amendment No. 0004 - Changes Highlighted

William.Eshbaugh Highlight

William.Eshbaugh Highlight reports, correspondence and other pertinent project documents. Proposals that include the use of a DCS will rank higher.

(b) Utility Coordination: Provide a description of the offerors approach and understanding of the utility coordination description in Section 104.06 of the SCR and installation requirements of the project. If possible, reference successful strategies that have been implemented on other projects. Describe the means and methods by which the offeror will plan and control the scheduling of utility relocations to ensure the project is constructed on time or ahead of schedule.

(c) Coordination with other Contractors: Provide a description of the offeror’s planned approach to coordination with other contractors, and an understanding of the requirements of Section 104.07 of the SCR, with emphasis on the coordination required with the Arlington National Cemetery Southern Expansion project and contractor.

FACTOR 3 - PROJECT MANAGEMENT, CONTROLS AND COORDINATION

Color Rating

Adjectival Rating Description/Indicators

Blue Outstanding

The responses to the 3 sub factors show there is little potential to cause disruption of schedule or degradation of performance. With the proposed processes, normal contractor effort and normal Government monitoring will likely be able to overcome any difficulties.

Purple Good

The responses to the 3 sub factors show there is some potential to cause disruption of schedule or degradation of performance. With the proposed processes, special contractor emphasis and close Government monitoring will likely be able to overcome any difficulties.

Green Acceptable

The responses to the 3 sub factors show there is approximately 50% potential to cause disruption of schedule or degradation of performance. With the proposed processes, special contractor emphasis and close Government monitoring will likely be able to overcome any difficulties.

Yellow Marginal

The responses to the 3 sub factors show there is likely potential to cause disruption of schedule or degradation of performance. With the proposed processes, overcoming difficulties will be unlikely, even with special contractor emphasis and close Government monitoring.

Red Unacceptable Based on the responses, the Government has no expectations that schedule and performance requirements will be met.

STEP 2 – PRICE PROPOSAL EVALUATION

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total for each specific individual Schedule of Work by adding the amounts of the listed items, and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, Offerors must submit prices for each pay item.

Review Subsection 109.03 of the Special Contract Requirements regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total(s) for each individual Schedule of Work as directed on the Cost Proposal Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Cost Proposal Summary page.

The Offeror’s Price Proposal is considered to be a combination of the completed Bid Schedule (pages B-1 to B-32) and the completed Cost Proposal Summary page (page B-33).

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options of work:

Schedule A (Base Contract) - Pages B-1 thru B-25 Schedule B (Government Option 1) - Pages B-26 thru B-32

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedule B (Government Option 1); see FAR Clauses 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price, by proper utilization of programmed funds and upon receipt of any additional funds required to award the contract. If complete funding is in place at the time of award of Schedule A (Base

Contract), the Government may award Schedules B (Government Option 1) at that time.

If additional funding is required for the award of Schedules B (Government Option 1), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedule B (Government Option 1) at the unit prices bid according to the following schedule:

Schedule B (Government Option 1): No later than September 15, 2021 (or 30 days after the start of construction activities as stated in Subsection 108.01 of the Special Contract Requirements (J Pages)).

COMPLETION OF WORK

The Government has estimated the number of calendar days necessary to complete all contract work from the effective date of the Notice to Proceed to contract completion for the various contract award scenarios. The maximum number of calendar days allowed (i.e., the contact performance period) is shown in Block 11 of the SF-1442 and described below.

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 1,433 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 1,433 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 1,286 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): National legal holidays, special events, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCR’s).

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than August 2021. See Subsection 108.01 of the SCR’s for additional details.

STEP 3 – BEST VALUE DETERMINATION

EFLHD intends to award a fixed price contract without discussions with Offerors (except clarifications as described in FAR 15.306(a)); therefore, the Offeror's Technical and Price Proposal should be clear and complete and contain the Offeror's best terms. The Government reserves the right to conduct discussions if later deemed necessary. The Government further reserves the right to reject any or all offers if such action is in the Government's best interest.

The Government will select the offer that represents the best value to the Government by using the trade-off process described in FAR Part 15.101-1. This process permits tradeoffs between price and technical “non-cost” factors and allows the Government to accept other than the lowest priced offer. The award decision will be based on a comparative analysis and an integrated assessment of proposals against all source selection criteria in the solicitation.

All evaluation factors other than cost or price, when combined, are approximately equal in their importance when compared to cost or price. The Government is concerned with striking the most advantageous balance between technical merit (“quality”) and cost to the Government (i.e., the price). The degree of importance of price could become greater depending upon the equality of the technical proposals. If competing technical proposals are determined to be essentially equal, price could become the controlling factor. The Technical Proposal of the Offeror awarded the contract will be incorporated into the contract by reference and the Contractor shall be bound by its contents.

B - 1

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE (VDOT SECTION 303-TEMPORARY

SILT FENCE, TYPE A)

5,990 LNFT $____________ $____________

A0200 15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (TEMPORARY

SEDIMENT RISER PIPE, 18" RCP)

220 LNFT $____________ $____________

A0220 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM (VDOT SECTION

303-TEMP DIVERSION DIKE)

5,500 LNFT $____________ $____________

A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM (VDOT SECTION 303-ROCK CHECK

DAM, TYPE II)

67 EACH $____________ $____________

A0260 15706-0600 SOIL EROSION CONTROL, RISER PIPE ASSEMBLY (VDOT SECTION 302 -

TEMP SEDIMENT RISER PIPE END SECTION)

3 EACH $____________ $____________

A0280 15706-1200 SOIL EROSION CONTROL, INLET PROTECTION TYPE B (VDOT SECTION 303

INLET PROTECTION, TYPE A, B OR C)

208 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:VA-ST-ANC(1)

Project Name:ARLINGTON NATIONAL CEMETERY SOUTHERN EXPANSION DEFENSE ACCESS ROAD

B - 2

A0300 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0320 20101-0000 CLEARING AND GRUBBING (VDOT SECTION 301-CLEARING AND

GRUBBING)

3.0 ACRE $____________ $____________

A0340 20301-1700 REMOVAL OF MANHOLE (VDOT SECTION 510-REMOVAL OF EXISTING

FIBER VAULT)

4 EACH $____________ $____________

A0360 20301-1700 REMOVAL OF MANHOLE (VDOT SECTION 510-REMOVAL OF

MISCELLANEOUS UNKNOWN UTILITY)

11 EACH $____________ $____________

A0380 20301-1700 REMOVAL OF MANHOLE (VDOT SECTION 510-REMOVAL OF EXISTING

DOMINION MANHOLE)

9 EACH $____________ $____________

A0400 20301-1700 REMOVAL OF MANHOLE (VDOT SECTION 510-REMOVAL OF COMM/TELE

MANHOLE)

30 EACH $____________ $____________

A0420 20301-2700 REMOVAL OF STRUCTURE (VDOT SECTION 510-REMOVE EXISTING

SANITARY STRUCTURE)

17 EACH $____________ $____________

A0440 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (VDOT SECTION

510-REMOVAL OF EXISTING DRAINAGE STRUCTURE)

75 EACH $____________ $____________

A0460 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE (VDOT SECTION 510 REMOVE

CURB AND GUTTER)

23,610 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:VA-ST-ANC(1)

B - 3

0004 A0470 20302-1200 REMOVAL OF GUARDRAIL (VDOT SECTION 510 REMOVE EXISTING

GUARDRAIL)

3,000 LNFT $____________ $____________

A0480 20302-2100 REMOVAL OF PIPE CULVERT (VDOT SECTION 510 REMOVE EXISTING

STORM PIPE)

5,970 LNFT $____________…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 15, 2021.