LD679MG_HI_S-107xxx.pdf

PDF 200 KB Posted

Attached to
Fabrication of New Miter Gates for LD 6, 7 & 9
Solicitation number
W912ES22B0004
Issued by

About this file

This solicitation package includes plans and specifications for the fabrication of new miter gates for three locks and dams on the Upper Mississippi River, as well as the disposal of existing gates. The U.S. Army Corps of Engineers - St. Paul District requires a contractor to fabricate, test, paint, prestress, and deliver new lock chamber miter gate assemblies for Locks and Dams 6, 7, and 9. Each miter gate assembly consists of two miter gate leafs. The contractor will also retrieve and dispose of the old miter gates at the Mississippi River Maintenance Facility in Pleasant Valley, Iowa. This is a firm-fixed price contract for the fabrication and delivery of replacement gates for Lock & Dam 6, with the work for Locks & Dams 7 and 9 included as option items exercisable within one year of award. The solicitation is set aside for small businesses under NAICS code 332312 with a size standard of 500 employees. Bids are due by January 12, 2022.

View the file

Other files

File Type Posted
BID ABSTRACT W912ES22B0004 SIGNED.pdf PDF
BID ABSTRACT W912ES22B0004.pdf PDF
COVID-19 bid submission.docx DOCX document
W912ES22B0004-0002 Amendment 0002.pdf PDF
LD679MG_HI_S-105xxx.pdf PDF
LD679MG_HI_S-146xxx.pdf PDF
W912ES22B0004-0001 Amendment 0001.pdf PDF
LD679MG_HI_S-204xxx.pdf PDF
LD679MG_HI_S-202xxx.pdf PDF
LD679MG_HI_S-201xxx.pdf PDF
LD679MG_HI_S-145xxx.pdf PDF
W912ES22B0004_LD679MG_SPECS.pdf PDF
W912ES22B0004_LD679MG_PLANS.pdf PDF
Show all 13

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

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

%PRODUCTION DATA 1%

A N

S I

D

F

IL

E N

A M

E

S-107

J A

N

D R

A W

IN

G

R E

V

IS

E D

I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

M

IN

N E

S O

T A

A N

D W

IS

C

O N

S

IN

L O

C K

S A

N D

D A

M S

A

N D

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

A

N D

M

IT

E

R G

A T

E R

E P

L A

C E

M E

N T

S

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

IC

T

A S

-B U

IL

T

N O

T S

U L

L Y

O

P G

IR

D

E R

H

M O

U A

HT IND

D1

A1

A3

A7

A5

DETAIL

SCALE: 1" = 1'-0"

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0"

DETAIL - PLATE

FOR 1" DIA. BOLTS

1 1/16" DIA. HOLES

2'-6 15/16 "

/8

1/2 "2'-6 7/16 "

6"1'-5 1/2 "

2'-6 15/16 "

/2

2"

/2

4"4"3"

3"

R

5 1/2 "8"8"5 1/2 "1 1/2 "

2'-6"

/2

/2

8"

PL. 1/4"

FOR 1" DIA. BOLTS

1 1/16" DIA. HOLES

DETAIL

PL. 2 1/2"

UPSTREAM FLANGE

TO MEET GIRDER END PLATE

BEVEL AT END OF PLATE

R

R6

6 5/8 " 1'-6"

1/2 "8'- 1/16 "

/8

PL. 1 3/8"

/8

9 1/4 "1'-1 1/2 "1'- 1/4 "9"1'-1"

R

10 15/16 "1'-6"2"

2'-6 15/16 "8 5/8 "4'-9"

/4

/2

/2

/1

/1

/4

4 1/2 "

6'-10 5/16 "1'-2 1/4 "

8'- 9/16 "

WEB PL. 1"

FLANGE PL. 1"

1 1/16" DIA. HOLES

HOLE (TYP)

4" DIA. DRAIN

PL. 1/2"

STIFFENER

1 1/16" DIA. HOLE

HOLE 1'-0"X2'-0"

DIAGONAL ACCESS

1 1/16" DIA. HOLE

FLANGE PL. 2 1/2"

3 1/2 "3 1/2 "

/4

/2

/4

1'-2 1/8 "4"

/8

/1

1'-2 7/8 " 4" 4"

/4

6 3/4 "6 3/4 "

/2

/4

3 1/2 "3 1/2 " 5 1/4 "5 1/4 "8"5 1/4 "5 1/4 "

4"

/8

/2

3"

R

3 1/2 "

4'-10" 4'-10"

5 SP @ 4" = 1'-8"1'-7"5 SP @ 4" = 1'-8"

/4

S

P

/2

/1

/2

/2

S

P

/2

/2

/4

/8

S

P

/4

/4

/4

/8

S

P

/4

D E

C

S H

E E

T

O F

E

K R

U G

L D

M

G H

I_ S

-1 x x x .d g n

L

G O

E R

G E

N

DETAIL - TOP GIRDER UPSTREAM FLANGE PLATE

11 SPACES @ 5 3/4" = 5'-3 1/4 "

4 1 /2

4 1 /2

5 7/8 "

(12 PLACES)

HOLES

1 3/16" DIA.

HOLE (TYP)

1 3/16" DIA.

W

E S

B

S

P

A U

L D

IS

T

R

IC

T

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1' 2'0 6" 1' 2'0 6" 0 1' 2'6"

0 1' 2'6"

1' 2'0 6"

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

3 REQUIRED PER LEAF, 6 PER SET1.

NOTE:

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

TOP

SIDE

DIAGONAL ACCESS COVER PLATE

GIRDER

C/L VERTICAL

BEAM

C/L VERTICAL

C/L GATE

DOWNSTREAM

UPSTREAM

2.5

TOP

SIDE

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