About this file

This document summarizes an invitation for bid for construction services. The U.S. Army Corps of Engineers, New York District is seeking bids for Segment C2 and H Contract 2 of the Green Brook Flood Risk Management Project located in Middlesex Borough, New Jersey. The scope of work includes construction of Segment C2 along Bound Brook, which includes two pump stations, 1,700 feet of earthen levee, 100 feet of floodwall and one road closure gate. Segment H along Bound Brook includes 3,600 feet of earthen levee tied to a railroad embankment, 576 feet of floodwall and one road closure gate. The total project value is estimated between $25-100 million. The period of performance is 730 calendar days from notice to proceed. Bids are due electronically and must be submitted by the contracting officer's point of contact. The contract will be set aside for HUBZone small businesses and have a NAICS code of 237990.

View the file

Other files

File Type Posted
Bid Abstract - W912DS22B0022 - 01 Mar 2023.pdf PDF
Bid Abstract - W912DS22B0022- 28 Feb 2023.pdf PDF
Bid Abstract - W912DS22B0022.pdf PDF
W912DS22B0022-Amendment 0008.pdf PDF
W912DS22B0022-0007.pdf PDF
Contract 1 - As- Built Reference Drawings.pdf PDF
GB_SEG C2-H_CD-153XX2_Jan312023_F.pdf PDF
GB_SEG C2-H_CD-154XX2_Jan312023_F.pdf PDF
GB - Amend 7 - Specs - 2-3-2023.pdf PDF
M-701 Green Brook C2H Amendment 0006 - Dec 2022.pdf PDF
GB C2 H 00 90 02 SESC Certification.pdf PDF
Amendment 0006 - Spec 35 22 25.pdf PDF
W912DS22B0022-Amendment 0006.pdf PDF
Bid_Abstract-W912DS18C0021.pdf PDF
GB C2-H Contract 1 Amd 5 Drawings.pdf PDF
Green Brook Flood Risk Management Project - Segments C2 H Contract 2 - Amendment 5 - Specifications - 12-21-2022.pdf PDF
W912DS22B0022-Amendment 0005.pdf PDF
Green Brook Segments C2 H Contract 2 - Amendment 4 - Drawings.pdf PDF
Green Brook Flood Risk Management Project - Segments C2 H Contract 2 - Amendment 4 - Specifications - 11-17-2022.pdf PDF
W912DS22B0022 - Amendment 0004.pdf PDF
W912DS22B0022-Amendment 0003.pdf PDF
W912DS22B0022-Amendment 0002.pdf PDF
Site Visit Sign-In 21 September 2022.pdf PDF
EXHIBIT A.pdf PDF
EXHIBIT B.pdf PDF
W912DS22B0022-Amendment 0001.pdf PDF
01 22 00.00 10 - 9-13-2022.pdf PDF
4 - Structural (S) Series.pdf PDF
2 - Geotechnical (B) Series.pdf PDF
3 - Civil - (C - CD - CG - EC - CT - L - V - X) Series.pdf PDF
W912DS22B0022 - Solicitation.pdf PDF
8 - Reference Drawings.pdf PDF
6 - Pump Stations - (D - DI - S) Series.pdf PDF
5 - Control Building - (A - FA - M - P - E - SF) Series.pdf PDF
1 - General (G) Series.pdf PDF
7 - Drainage Structures (S) Series.pdf PDF
100 Green Brook Flood Risk Management Project - Segments C2 H Contract 2 - Specifications - 8-15-2022.pdf PDF
Show all 37

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

40'

SCALE:1"= 20'

0 20'

N

CAP LANE

BLOCK 245

LOT 13

BLOCK 244

LOT 13

BLOCK 244

LOT 14

BLOCK 244

LOT 15

BLOCK 250

LOT 1

BLOCK 247

LOT 9

BLOCK 247

LOT 17

BLOCK 247

LOT 1

Pool Wall

A V

E N

U E

S O

U T

H L

IN

C O

L N

X X X X X X X X X

INV(C)=35.03

MID

DLE

SEX

COUNTY

BOROUGH

OF

MID

DLE

SEX

Curb

C u r b

C

G C

G

C

G

C

G C

G

C

G

C

G

Curb

G

S

S

G

G

W

W

W

W

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

34+00 35+00 36+00

4+224+22

X

X

X

X

X

RIGHT-OF-WAY

PROPOSED

WORKING LIMITS

CONTRACTOR

BOROUGH RIGHT-OF-WAY

RIGHT-OF-WAY

PROPOSED

BOROUGH RIGHT-OF-WAY

CONTRACTOR WORKING LIMITS

RIGHT-OF-WAY

PROPOSEDFLOODWALL STA. 35+27.31

C S. LINCOLN AVEL

C SEGMENT C2 FLOODWALLL

BOUND BROOK

(NOTE 7)

EXISTING FLOODWALL

(NOTE 7)

EXISTING FLOODWALL

C SWALE DL

BOUND BROOK BANK

TO FOLLOW THE TOP OF

CONTRACTOR WORKING LIMITS

(NOTE 4)

KEY

SEE NOTE 4

EXISTING STORM SEWER

S

SEE NOTE 6

FENCE REMOVAL

SEE NOTE 4

EXISTING SANITARY SEWER

TREES TO BE REMOVED

AND REPLACEMENT

PAVEMENT REMOVAL

PAVEMENT REMOVAL

SIDEWALK REMOVAL

MILL AND OVERLAY

MILL AN OVERLAY SECTION

UIP CURB AND GUTTER THROUGH

SIDEWALK (NOTE 8)

REMOVE AND REPLACE

PAVEMENT (NOTE 8)

REMOVE AND REPLACE

REMOVE RIPRAP

AS-BUILT DRAWINGS) (NOTE 7)

OPTIC CONDUIT (PER

RELOCATED VERIZON FIBER

CURB AND GUTTER (NOTE 8)

REMOVE AND REPLACE

FIBER LINE (NOTE 7)

MCI/VERIZON

(NOTE 11)

(NOTE 11)

(NOTE 11)

CLEARING AND GRUBBING ACTIVITIES.

ABOVE THE GROUND. CONTRACTOR SHALL CLEAR THIS DEBRIS AS PART OF

ALL TREES AND SHRUBS WITHIN THIS AREA HAVE BEEN CUT OFF TO 1 FOOT11.

SEE CIVIL DRAWINGS FOR DETAILS.10.

SURVEY ON AREA PRIO TO COMENCING DEMOLITION OF ROADWAY

SEE SPECIFICATION SECTION 02 41 00 CONCERNING PERFORMING TOPOGRAPHIC9.

SEE SHEET C-507 FOR LIMITS.

COORDINATE CLOSURE AND DETOUR WITH CONTRACTING OFFICER.8.

DO NOT DISTURB7.

POST FOOTINGS.

FENCE REMOVAL SHALL INCLUDE REMOVAL OF FENCE POSTS AND6.

VERIZON AND CONTRACTING OFFICER ON FINAL LOCATION.

AND 29+75 TO OUTSIDE USACE RIGHT OF WAY. COORDINATE WITH

CABLE AND BOTH 8" DIAMETER CONDUITS BETWEEN STA. 11+75

LOCATE CONDUITS BEFORE EXCAVATING. RELOCATE FIBER OPTIC

FIBER OPTIC CABLE IS CONTAINED IN ONE OF TWO PIPE CONDUITS.5.

SHEETS C-101 THROUGH C-110.

NEW PIPES, MANHOLES AND DRAINAGE STRUCTURES. REFER TO

LIMITS OF THE REMOVAL ARE DETERMINED BY THE LOCATION OF THE

SHOWN IN THE KEY BELOW, ARE TO BE REMOVED AND BACKFILLED.

MANHOLES OR OTHER STRUCTURES MARKED ON THE PLAN, AS

EXISTING SANITARY SEWERS, STORM SEWERS AND ASSOCIATED4.

THE GOVERNMENT.

REPLACE AS DIRECTED BY THE USACE AT NO COST TO

OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR OR

ROADWAYS (THAT ARE TO REMAIN IN PLACE) IS THE RESPONSIBILITY

ANY DAMAGE TO EXISTING OR SURROUNDING CURBS, SIDEWALKS OR3.

ALL TREES WITHIN CONTRACTOR WORKING LIMITS TO BE REMOVED. 2.

ITEM TO BE REMOVED.1.

NOTES:

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

S T

A T

O S

T A

C S

F R

E D

D O

C L S

G S

T A

U D

E R

CD-107

D E

M O

L

IT

IO

N P

L A

N S

H E

E T

S E

G M

E N

T C

G B S

E G C

-H

C

D -1

X X .d g n

-J

A N -2

MATCH LINE STA. 207+00 SHEET CD-154

MATCH LINE STA. 38+00 SHEET CD-108

M A

T C

H L

IN

E S

T A S

H E

E T C

D -1

150OPTION 2 CONTRACT

BASE CONTRACT AND

SHEET IS IN THE

WORK ON THIS

A

M E

N D

M E

N T N

O

-2

G M

S

GB_SEG C2-H_CD-107XX2

File details come from the government source that posted it. Updated .