About this file

This is a solicitation for an Articulated Concrete Mattress Casting project by the U.S. Army Corps of Engineers Vicksburg District, located in Delta, Louisiana, Madison Parish. The project involves channel improvement and river stabilization at River Mile 438.0-R, with a total field capacity of 204,800 square feet. The solicitation (W912EE25BA008) covers the casting of concrete mattresses at the Delta Point Revetment site, which is situated along the Mississippi River near a railroad and I-20 highway.

The project documents include detailed field layout plans, storm water pollution prevention details, and technical specifications for constructing articulated concrete mattresses. The casting field is located adjacent to a USACE laboratory building, with specific designated areas for wire mesh storage, one-piece form storage, and multiple outfall locations. The technical drawings provide comprehensive instructions for mattress construction, including precise dimensional requirements, material specifications, and layout methodologies for creating the concrete revetment structures that will be used for river bank stabilization.

View the file

Other files

File Type Posted
Bid.Abstract.W912EE25BA008.pdf PDF
AM0001.Solicitation.W912EE25BA008.pdf PDF
Attachment 05.pdf PDF
Attachment 03.pdf PDF
Attachment 01.pdf PDF
Attachment 08.pdf PDF
Attachment 04.pdf PDF
Attachment 02.pdf PDF
Attachment 09.pdf PDF
Attachment 06.pdf PDF
Solicitation.W912EE25BA008.pdf PDF
Attachment 07.pdf PDF
Attachment 10.pdf PDF
Attachment 11.pdf PDF
Show all 14

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

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

TBD

TBD

W912EE25BA008

DELTA, LA, MADISON PARISH, RM 438.0-R, A.H.P.

FC/MR&T, CHANNEL IMPROVEMENT

ARTICULATED CONCRETE MATTRESS CASTING

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

TB

D

W

2E E2

5B A0

TB

D

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

IC

T

AR

TI

C

U

LA

TE

D

C O

N C

R

ET

E M

AT

TR

ES

S

C

AS

TI

N

G

FC

/M R

&T , C

H

AN

N

EL

IM

PR

O

VE

M

EN

T D

EL

TA

, L A, M

AD

IS

O

N P

AR

IS

H , R

M

.0

-R , A

.H .P

G-001

C O

VE

R

S H

EE

T

C . C

O R

N

EL

IU

S, P .E

C . C

O R

N

EL

IU

S, P .E

Z.

L

YN

C

H , P

.E

D . W

AL

LA

C E, P .E

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

DELTA, LOUISIANA

MADISON PARISH

DELTA POINT

CASTING FIELD

MISSISSIPPI

WARREN COUNTY

VICKSBURG

MISSISSIPPI

RIVERFLOW

I-20

I-20

RAILROAD

MRL

C:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW82959ec3.pngC:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW2f7b70fb.png

C:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW0a3f1ab7.png..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW0a3f1ab7.png

C:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW50081ffa.png..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW50081ffa.png

C:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW2115784c.png..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW2115784c.png

..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW5d1110fe.png

..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEWf8ca4e5f.png C:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW2b9ed19b.png

C:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEWfffa57cd.png..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEWb008388f.pngC:\Users\b4ecdcjc\Desktop\Articulated Concrete Mattress Casting FY 24\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW44f75d79.png..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW44f75d79.png..\..\..\Desktop\ACM Casting\ACMFY24\95% Review\PDF Images\FY24 ACM PLANS 95% REVIEW12db6c7c.png

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

TB

D

W

2E E2

5B A0

TB

D

VI

C

KS

BU

R G

, M

IS

SI

SS

IP

PI

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R

G D

IS

TR

IC

T

AR

TI

C U

LA

TE

D C

O N

C R

ET

E

M

AT

TR

ES

S C

AS

TI

N G

FC

/M

R &T

, C H

AN

N

EL

IM

PR

O

VE

M

EN

T

D

EL

TA

, L

A, M

AD

IS

O N

P

AR

IS

H

, R M

.0 -R

A .H

.P

G-002

G

EN

ER

AL

M

AP

D

EL

TA

C

AS

TI

N G

F

IE

LD

C . C

O R

N

EL

IU

S, P .E

C . C

O R

N

EL

IU

S, P .E

Z.

L

YN

C

H , P

.E

D . W

AL

LA

C E, P .E

AutoCAD SHX Text N

AutoCAD SHX Text 46.83

AutoCAD SHX Text

HORIZONTAL CLEARANCE:

AutoCAD SHX Text

800 FT. MAIN (CHANNEL)

AutoCAD SHX Text

VERTICAL CLEARANCE:

AutoCAD SHX Text

116.3 FT. ABOVE ZERO OF

AutoCAD SHX Text

VICKSBURG GAGE ( ZERO = 46.2 NGVD)

AutoCAD SHX Text

MISSISSIPPI RIVER MILE 435.8

AutoCAD SHX Text

RR & U.S. 80 HWY

AutoCAD SHX Text

WEST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

VERTICAL CLEARANCE:

AutoCAD SHX Text

116.2 FT. ABOVE ZERO OF

AutoCAD SHX Text

VICKSBURG GAGE ( ZERO = 46.2 NGVD)

AutoCAD SHX Text

WEST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

HORIZONTAL CLEARANCE:

AutoCAD SHX Text

846 FT. MAIN (CHANNEL)

AutoCAD SHX Text

MISSISSIPPI RIVER MILE 435.7

AutoCAD SHX Text 46.83

AutoCAD SHX Text

AutoCAD SHX Text

L.W.R.P. = 46.83 NGVD

AutoCAD SHX Text or 0.6 FT. on Vicksburg Gage

AutoCAD SHX Text 162.4

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

LOCATION OF WORK

AutoCAD SHX Text N

AutoCAD SHX Text

LOUISIANA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2000FT

AutoCAD SHX Text

SCALE

R/W

R/W

R/W

R /W

R /W

R /W

R /W

R/W

R/W

R/WR/

W

R/W

R/W

R/W

R/W

R/W

R/W

R /W

R/W

R /W

R /W

R /W

R

/W CONTRACTOR'S WORK

AND STORAGE AREA

MATTRESS LOADING AREA RESERVED

FOR GOVERNMENT OPERATIONS

DELTA POINT REVETMENT

MISSISSIPPI RIVERFLOW

DELTA POINT DIKE 3A

D

EL

TA

P

O

IN

T D

IK

E

D

EL

TA

P

O

IN

T D

IK

E

DELTA, LA.

RIGHT OF WAY LIMITS

RIGHT OF WAY LIMITS

USACE LABORATORY

BUILDING

ST MARTIN STREET

MRL

ACCESS ROAD

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

TB

D

W

2E E2

5B A0

TB

D

VI

C

KS

BU

R G

, M

IS

SI

SS

IP

PI

R

IV

ER

S

TA

BI

LI

ZA

TI

O

N S

EC

TI

O N

VI

C

KS

BU

R G

D

IS

TR

IC

T

AR

TI

C

U

LA

TE

D

C O

N C

R

ET

E M

AT

TR

ES

S

C

AS

TI

N

G

FC

/M R

&T ,C

H

AN

N

EL

IM

PR

O

VE

M

EN

T D

EL

TA

, L A, M

AD

IS

O

N P

AR

IS

H , R

M

.0

-R A

.H .P

C-101

FI

EL

D L

AY

O

U T

D

EL

TA

C

AS

TI

N G

F

IE

LD

C . C

O R

N

EL

IU

S, P .E

C . C

O R

N

EL

IU

S, P .E

Z.

L

YN

C

H , P

.E

D . W

AL

LA

C E, P .E

AutoCAD SHX Text

18 FORMS

AutoCAD SHX Text

20 FORMS

AutoCAD SHX Text

24 FORMS

AutoCAD SHX Text

25 FORMS

AutoCAD SHX Text

27 FORMS

AutoCAD SHX Text

26 FORMS

AutoCAD SHX Text

26 FORMS

AutoCAD SHX Text

26 FORMS

AutoCAD SHX Text

26 FORMS

AutoCAD SHX Text

26 FORMS

AutoCAD SHX Text

28 FORMS

AutoCAD SHX Text

29 FORMS

AutoCAD SHX Text

50 FORMS

AutoCAD SHX Text

49 FORMS

AutoCAD SHX Text

48 FORMS

AutoCAD SHX Text

47 FORMS

AutoCAD SHX Text

46 FORMS

AutoCAD SHX Text

45 FORMS

AutoCAD SHX Text

45 FORMS

AutoCAD SHX Text

44 FORMS

AutoCAD SHX Text

44 FORMS

AutoCAD SHX Text

43 FORMS

AutoCAD SHX Text

7 ROWS

AutoCAD SHX Text

2 ROWS

AutoCAD SHX Text

23 FORMS

AutoCAD SHX Text

23 FORMS

AutoCAD SHX Text

24 FORMS

AutoCAD SHX Text

25 FORMS

AutoCAD SHX Text

26 FORMS

AutoCAD SHX Text

27 FORMS

AutoCAD SHX Text

28 FORMS

AutoCAD SHX Text

29 FORMS

AutoCAD SHX Text

50' ROADWAY

AutoCAD SHX Text

70' ROADWAY

AutoCAD SHX Text

30' LANE

AutoCAD SHX Text

22' LANE

AutoCAD SHX Text

23' LANE

AutoCAD SHX Text

21' LANE

AutoCAD SHX Text

23' LANE

AutoCAD SHX Text

22' LANE

AutoCAD SHX Text

22' LANE

AutoCAD SHX Text

22' LANE

AutoCAD SHX Text

30' LANE

AutoCAD SHX Text

21' LANE

AutoCAD SHX Text

30' LANE

AutoCAD SHX Text

70' ROADWAY

AutoCAD SHX Text

70' ROADWAY

AutoCAD SHX Text

50' ROADWAY

AutoCAD SHX Text

50' ROADWAY

AutoCAD SHX Text

51 FORMS

AutoCAD SHX Text

51 FORMS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

12 ROWS

AutoCAD SHX Text

10 ROWS

AutoCAD SHX Text

13 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

12 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

12 ROWS

AutoCAD SHX Text

10 ROWS

AutoCAD SHX Text

13 ROWS

AutoCAD SHX Text

12 ROWS

AutoCAD SHX Text

19 FORMS

AutoCAD SHX Text

28 FORMS

AutoCAD SHX Text

30 FORMS

AutoCAD SHX Text

29 FORMS

AutoCAD SHX Text

18 FORMS

AutoCAD SHX Text

17 FORMS

AutoCAD SHX Text

2 ROWS

AutoCAD SHX Text

12 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

13 ROWS

AutoCAD SHX Text

10 ROWS

AutoCAD SHX Text

12 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

11 ROWS

AutoCAD SHX Text

DATE OF PHOTO - 14 NOV. 92

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text N

AutoCAD SHX Text

FORMS AVAILABLE - 1,300 ONE PIECE

AutoCAD SHX Text

1. APPROXIMATELY 110,881 SQUARES OF EXISTING ARTICULATED CONCRETE MATTRESS WILL BE ON THE FIELD WHEN CASTING OPERATIONS COMMENCE UNDER THIS CONTRACT. THIS NUMBER MAY BE LESS DEPENDING ON THE NUMBER OF SQUARES REMOVED DURING THE PREVIOUS SINKING SEASON. BIDDERS ARE ENCOURAGED TO VISIT THE FIELD TO OBSERVE THE LAYOUT OF EXISTING MATTRESS WITH RELATION TO CASTING OPERATIONS UNDER THIS CONTRACT. 2. THE TYPICAL ROW LAYOUT PATTERN FOR EACH AREA SHALL BE AS SHOWN ON THE ABOVE DRAWING.

AutoCAD SHX Text

CAPACITY OF FIELD - 204,800 SQS.

AutoCAD SHX Text

52 FORMS

AutoCAD SHX Text

47 FORMS

AutoCAD SHX Text

23 FORMS

AutoCAD SHX Text

37' LANE

AutoCAD SHX Text

1 ROW

AutoCAD SHX Text

50 FORMS

AutoCAD SHX Text

5 ROWS

AutoCAD SHX Text

6 ROWS

AutoCAD SHX Text

1 ROW

AutoCAD SHX Text

2 ROWS

AutoCAD SHX Text

48 FORMS

AutoCAD SHX Text

51 FORMS

AutoCAD SHX Text

15 ROWS

AutoCAD SHX Text

DATE OF PHOTO - 14 NOV. 92

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

FORMS AVAILABLE - 1,300 ONE PIECE

AutoCAD SHX Text

1. APPROXIMATELY 110,881 SQUARES OF EXISTING ARTICULATED CONCRETE MATTRESS WILL BE ON THE FIELD WHEN CASTING OPERATIONS COMMENCE UNDER THIS CONTRACT. THIS NUMBER MAY BE LESS DEPENDING ON THE NUMBER OF SQUARES REMOVED DURING THE PREVIOUS SINKING SEASON. BIDDERS ARE ENCOURAGED TO VISIT THE FIELD TO OBSERVE THE LAYOUT OF EXISTING MATTRESS WITH RELATION TO CASTING OPERATIONS UNDER THIS CONTRACT. 2. THE TYPICAL ROW LAYOUT PATTERN FOR EACH AREA SHALL BE AS SHOWN ON THE ABOVE DRAWING.

CAPACITY OF FIELD - 204,800 SQS.

DELTA, LA.

MISSISSIPPI RIVER

DELTA POINT REVETMENT FLOW

FLOW

WIRE MESH STORAGE AREA

CONCRETE FLUME

OUTFALL #4

ONE PIECE FORM

STORAGE AREA

WIRE MESH STORAGE AREA

OUTFALL #5

DROP INLET

APX. 24" DIA.

CONCRETE FLUME

OUTFALL #6

OUTFALL #7

OUTFALL #8

ONE PIECE FORM

STORAGE AREA

OUTFALL #10

MAINT.

SHOP

OUTFALL #12

OUTFALL #11

NO WORK AREA OUTFALL #1

NO WORK AREA

OUTFALL #2

OUTFALL #3

DELTA POINT DIKE 3A

D

EL

TA

P

O

IN

T D

IK

E

D

EL

TA

P

O

IN

T D

IK

E

MATTRESS LOADING

AREA

DIRECTION OF DRAINAGE

CONTRACTOR'S WORK

AND STORAGE AREA

OUTFALL #9

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

TB

D

W

2E E2

5B A0

TB

D

VI

C

KS

BU

R G

, M

IS

SI

SS

IP

PI

R

IV

ER

S

TA

BI

LI

ZA

TI

O

N S

EC

TI

O N

VI

C

KS

BU

R G

D

IS

TR

IC

T

AR

TI

C

U

LA

TE

D

C O

N C

R

ET

E M

AT

TR

ES

S

C

AS

TI

N

G

FC

/M R

&T ,C

H

AN

N

EL

IM

PR

O

VE

M

EN

T D

EL

TA

, L A, M

AD

IS

O

N P

AR

IS

H , R

M

.0

-R A

.H .P

X-501

ST

O

R M

W

AT

ER

P

O

LL

U

TI

O N

P R

EV

EN

TI

O

N P

LA

N

TY

PI

C

AL

D

ET

AI

LS

C . C

O R

N

EL

IU

S, P .E

C . C

O R

N

EL

IU

S, P .E

Z.

L

YN

C

H , P

.E

D . W

AL

LA

C E, P .E

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text N

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

Sheets and Views
FY25 ACM General Map-General Map
Sheet 1

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