W912EK20R0007 - Amendment 0001.pdf

PDF 926 KB Posted Aug 27, 2020

Attached to: ILLINOIS RIVER BASIN, BRANDON ROAD AND DRESDEN ISLAND LOCKS, JOLIET, IL AND MORRIS, IL, MITER GATE REPLACEMENT
Solicitation number: W912EK20R0007
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 27, 2023

This document contains drawings and specifications for a federal solicitation seeking miter gate replacements and spare parts for locks on the Illinois River Basin. The solicitation requests fabrication, testing, painting, prestressing and delivery of new lock chamber miter gate assemblies and spare parts to support operations for the U.S. Army Corps of Engineers Rock Island District. Drawings depict design details for items like top girders, diagonals, anchorages and other lock components. Specifications include requirements for materials, finishes, fabrication and testing. The period of performance is 740 days for base items after notice to proceed, with options to be exercised no later than January 5, 2021.

View the file

Other files

File	Type	Posted
W912EK20R0007 - Amendment 0002.pdf	PDF	Sep 2, 2020
W912EK20R0007.pdf	PDF	Aug 6, 2020
W912EK20R007 Drawings.pdf	PDF	Aug 6, 2020

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to update the contract completion days in the Schedule of Prices and to provide updated draw ings. See page 2 and follow ing.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 27-Aug-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EK20R0007

X 9B. DATED (SEE ITEM 11)

06-Aug-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

27-Aug-2020

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK20R0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION B - SUPPLIES OR SERVICES AND PRICES

The following have been modified:

SCHEDULE OF PRICES

ITEM

NO.

SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT DELIVERY

BASE

0001 Dresden Island Upper

Miter Gates 20-Feet High

1 JOB XXXXXXXX

XXXXXXXX

0002 Dresden Island Upper Miter Gates Barge Demurrage

0002AA First 20 Days

20 DA $

0002AB Over 20 Days

70 DA $

TOTAL OF ESTIMATED AMOUNTS - BASE (ITEM

NOS. 0001 THROUGH 0002AB, INCL.)

OPTION A

0101 Brandon Road Upper

Miter Gates 20-Feet High

0102 Brandon Road Upper Miter Gates Barge Demurrage

0102AA First 20 Days

20 DA $

0102AB Over 20 Days

70 DA $

TOTAL OF ESTIMATED AMOUNTS - OPTION A

(ITEM NOS. 0101 THROUGH 0102AB, INCL.)

OPTION B

0201 Spare Gate

Anchorages

W912EK20R0007

TOTAL OF ESTIMATED AMOUNT - OPTION B

(ITEM NO. 0201, INCL.)

OPTION C

0301 Spare Top Girders

1 JOB XXXXXXXX XXXXXXXX

TOTAL OF ESTIMATED AMOUNT - OPTION C

(ITEM NO. 0301, INCL.)

OPTION D

0401 Spare Gudgeon Hood 1 JOB XXXXXXXX XXXXXXXX

TOTAL OF ESTIMATED AMOUNT - OPTION D

(ITEM NO. 0401, INCL.)

OPTION E

0501 Spare Strut Hoods 1 JOB XXXXXXXX XXXXXXXX

TOTAL OF ESTIMATED AMOUNT - OPTION E

(ITEM NO. 0501, INCL.)

TOTAL OF ESTIMATED AMOUNTS - BASE

BID, OPTION A, OPTION B, OPTION C,

OPTION D, AND OPTION E (ITEM NOS. 0001

THROUGH 0501, INCL.)

DA = DAYS JOB = LUMP SUM

ENSURE UNIT PRICES AND AMOUNT LINES FOR ALL ITMES ARE COMPLETED.

OPTIONS WILL BE EXCERCISED NOT LATER THAN 05 JANUARY 2021.

THE CONTRACT COMPLETION DATE FOR THE BASE IS 740 DAYS AFTER NOTICE

TO PROCEED.

IF ANY “OPTION A” THRU “OPTION E” IS EXERCISED, THE CONTRACT WILL NOT

BE EXTENDED.

DO NOT FILL-IN/COMPLETE THE DELIVERY DATE COLUMN WHEN SUBMITTING

YOUR PROPOSAL.

THE GOVERNMENT WILL FILL-IN/COMPLETE THIS INFORMATION AT THE TIME OF

AWARD AND/OR MODIFICATIONS.

SEE CLAUSE 52.211-8 FOR MORE INFORMATION.

Sheet

S-500

N O

O N

R O

N D

D R

, I L

O R

, I L

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

N O

. 0

- A

D D

O R

1 2 43 5

A1 DETAIL

C1 DETAIL

S-503-A3

S-504-A1

S-501-C1

S-502-A1

S-503-A3

S-504-A1

S-504-A3

S-504-C3

S-504-C1

S-506-C4S-506-A3

S-508-C1

S-508-A3

S-506-A1

S-507-A1S-506-A3

S-506-A2

S-508-A3

S-508-A1

S-506-C3 S-506-A4

S-506-C2 S-506-C2

S-506-C5

S-506-A5

S-501-A1

S-507-D3 S-507-D3 S-507-D3 S-507-D3 S-505-B1

S-507-C1

S-505-C3

S-505-A3

S-505-C1

S-509-A4

S-506-C1 S-507-A5 S-506-C1 S-507-A5 S-506-C1

S-507-A4S-507-A4

CJP

CJP, UT 100%

TYP

CJP, UT 100%

CJP

UT 100%CJP UT 100%

TYP

CJP, UT 100%

TYP

CJP

UT 100%

CJP, UT 100%

TYP STIFFENERS

FRACTURE CRITICAL MEMBER

CJP UT 100%

TYP

S-507-D1

S-507-A3

S-507-D1 S-507-D1S-507-D1

B3 S-509

S-505-A1

S-509-B5S-509-B4 S-509-B5

S-509-B4

1 1

S-509

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

N O

. 0

- A

D D

O P

B U

R P

1 2 43 5

A1 S-509-A1

0 3" 6" 9" 12"SCALE : 3"=1'-0" A4 S-509-A4

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"B3 SECTION B4 S-509-B4 B5 S-509-B5

MAT: ASTM A668 CLASS D

QTY: 1 MITER CONTACT BLOCK, LEFT LEAF ONLY

1' -3

1' -1

1'-115 16"

R111 16"

R11 16"

1'-215 16"

1'-61 2"

MAT: ASTM A36

QTY: PL 1

16" (4 REQUIRED PER LEAF)

PL 14" (4 REQUIRED PER LEAF)

PL 38" (2 REQUIRED PER LEAF)

PL 12" (4 REQUIRED PER LEAF)

R1'-0"

1' -8

63.4°

R3"

R1 4"

R3"

R1 4"

1'-53 8"

16" 51

2" 51 2"

1'-53 8"

16" 8"

16"311

16"

4" R1"

R1 4"

R1"

R1 4"

R1 4" R1

1' -3

R1 4"

3 31

(2) PLACES

16"

S-508-A3

QUOIN BLOCK

TOP GIRDER END PLATE

QUOIN BLOCK SHIM PACKS

TOP GIRDER

QUOIN END WEB

S-503-A1

S-509-A4

S-507-D5

(1/4)

PJP

TYP FOR QUOIN

SHEAR KEY

QUOIN BLOCK SHEAR KEY

16 THRU

(7) PLACES

S-508-A1

4" X 45° CHAMFER

3' -0

6" 2'

-0

16 THRU

(5) PLACES

3' -0

2" 11

3" 2'

-6

-0

16 THRU

(5) PLACES

16 THRU

(6) PLACES

SCALE: 6"=1'-0" 0" 2" 4" 6" 8" SCALE: 6"=1'-0" 0" 2" 4" 6" 8"

MAT: UHMW-PE

QTY: 2

MAT: ASTM A572 GR. 50

QTY: 4

S-561

N O

O N

R O

N D

D R

, I L

O R

, I L

G O

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

N O

. 0

- A

D D

O R

1 2 43 5

62'-6"

17'-7" 17'-7" 17'-7"

'-1

'-3

'-7

2' -6

14'-6" 14'-6" 14'-6"

S-562-C3

S-564-A1

S-562-A1

S-564-A3

S-567-C3

S-562-C1

S-567-A2

S-563-C3

S-563-A3

S-564-C3

S-562-A3

S-567-C2

TENSIONING TABLE

DIAGONAL STRESS RANGE

(psi) MICROSTRAIN

U0 - L1 4,300 - 14,000 148 - 483 U1 - L2 4,150 - 13,450 143 - 464 U2 - L3 4,300 - 14,000 148 - 483 L0 - U1 4,500 - 8,800 155 - 303 L1 - U2 4,650 - 9,150 160 - 316 L2 - U3 4,500 - 8,800 155 - 303

U3U2U1U0

L3L2L1L0

CL QUOIN GIRDER CL MITER GIRDER

QUOIN END MITER END

DIAGONAL U0-L1DIAGONAL L0-U1 DIAGONAL U1-L2

DIAGONAL L1-U2 DIAGONAL U2-L3DIAGONAL L2-U3

A1 S-561-A1 - DS SIDE

SCALE : 3/8"=1'-0"

0 2' 4' 6'

S-563-A1 S-563-C1

S-562-A1

S-562-A3

S-562-C3

S-562-C1

S-564-C1

S-564

N O

O N

R O

N D

D R

, I L

O R

, I L

G O

S D

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

C .D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

D N

O . 0

- A D

G O

T D

1 2 43 5

A1 S-564-A1 A3 S-564-A3

C3 S-564-C3

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"

C1 S-564-C1

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

3'-6"

1'-0"

3' -3

4" 1' -3

1'-57 8"

2" PL.

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

3" 3'-0"6 SP. @ 6" =

2' -8

3" 6"

5" 4"

8" 3 SP. @ 4"

16 THRU

(18) PLACES

16 THRU

(12) PLACES

16 THRU

(14) PLACES

6" 2"

20'-37 16"

2'-10"1'-0"

4" X 45° CHAMFER

8" 1'-4"4 SP. @ 4" =

16 THRU

(10) PLACES

ASTM A709 GR. 50

ASTM A572 GR. 50

CJP WELD TRANSITION

FROM FLAT TO BAR SEE THREAD NOTE

THREAD NOTE:

THREADS SHALL BE 5" UNC 4 THREADS PER INCH

WITH TOTAL THREADED LENGTH = 30".

THE DIAGONAL THREADS SHALL MATCH THE

MULTI-JACKBOLT TENSIONER THREADS.

MAT: FLAT - ASTM A709 GR. 50

BAR - ASTM A572 GR. 50

QTY: 61

S-591

N O

O N

R O

N D

D R

, I L

O R

, I L

C H

O R

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

N O

. 0

- U

1 2 43 5

C1 S-591-C1 C3 S-591-C3

A3 S-591-A3

0 3" 6" 9" 12"SCALE : 3"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

S-591 A1

A1 S-591-A1

0 3" 6" 9" 12"SCALE : 3"=1'-0"

R11"R11"

2'-8"

1'-11 4"

6" 1'-417

32"

2'-111 2"

1'-11 4"

R1' R1'-11

1'-81 4"

1'-81 2"

1'-111 8"

2'-4"

2" 51 2" 1'-1" 51

4"41

1' -3

1' -8

2" 1'

-4

R1"

R1 2"R11

120°

32"

NOTE:

1. ALL SURFACES TO HAVE A

125 MICRO-INCH FINISH

EXCEPT AS INDICATED.

2. FIT SHALL BE APPROVED BY

SELF-LUBRICATED BEARING

MANUFACTURER.

NOTE:

1. ALL SURFACES TO HAVE A

125 MICRO-INCH FINISH

EXCEPT AS INDICATED.

2. FITS SHALL BE

COORDINATED WITH

SELF-LUBRICATED BEARING

MANUFACTURER.

R5"

MAT: ASTM A668 CLASS J, FORGED AND MACHINED WITH ASTM

A788 SUPPLEMENTARY REQUIREMENT S13 - CHARPY IMPACT.

A MIN OF 5 CHARPY V-NOTCH SPECIMENS SHALL BE TESTED.

THE HIGH AND LOW VALUES SHALL BE REMOVED AND THE

AVERAGE VALUE OF THE 3 OTHER SAMPLES SHALL BE A

MIN OF 30 FT-LBS AT 40°F. NO SPECIMEN SHALL HAVE A

TEST VALUE LESS THAN 20 FT-LBS.

QTY: 2

MAT: ASTM A668 CLASS J, FORGED AND MACHINED WITH ASTM

A788 SUPPLEMENTARY REQUIREMENT S13 - CHARPY IMPACT.

A MIN OF 5 CHARPY V-NOTCH SPECIMENS SHALL BE TESTED.

THE HIGH AND LOW VALUES SHALL BE REMOVED AND THE

AVERAGE VALUE OF THE 3 OTHER SAMPLES SHALL BE A

MIN OF 30 FT-LBS AT 40°F. NO SPECIMEN SHALL HAVE A

TEST VALUE LESS THAN 20 FT-LBS.

QTY: 2

MAT: ASTM A668 CLASS J, FORGED AND MACHINED WITH ASTM

A788 SUPPLEMENTARY REQUIREMENT S13 - CHARPY IMPACT.

A MIN OF 5 CHARPY V-NOTCH SPECIMENS SHALL BE TESTED.

THE HIGH AND LOW VALUES SHALL BE REMOVED AND THE

AVERAGE VALUE OF THE 3 OTHER SAMPLES SHALL BE A

MIN OF 30 FT-LBS AT 40°F. NO SPECIMEN SHALL HAVE A

TEST VALUE LESS THAN 20 FT-LBS.

QTY: 4

11" 1'-5"

THREAD NOMINAL 91

2"Ø X 12" STD

ACME 1" PITCH RIGHT HAND THREADS

THREAD NOMINAL 91

2"Ø X 12" STD

ACME

4" PITCH RIGHT HAND THREADS

THREAD NOMINAL 91

2"Ø X 9" STD

ACME 1" PITCH RIGHT HAND THREADS

THREAD NOMINAL 91

2"Ø X 9" STD

ACME 34" PITCH RIGHT HAND THREADS

16" X 45° CHAMFER 15.0000 in

LIGHT DRIVE FIT

14.0000 in

LIGHT DRIVE FIT

11.0000 - .0000

.0012+ in

FOR FN1 FIT

16" X 45° CHAMFER

NOTE:

ALL SURFACES TO HAVE A

125 MICRO-INCH FINISH

EXCEPT AS INDICATED.

SEE DIMENSION NOTES

.500 - .000

.005+0 "

1/16" x 30° CHAMFER

.0 in

1.000 - .001 .001+ in

23.000 - .001 .001+ in

DIMENSION NOTES:

FOR THE SPLIT NUT WITH ID: 16-C-0037 SNxx-1: DIMENSION = 0.7500" +0.0005"

-0.0000"

FOR FN1 FIT WITH PART S-593-D4.

FOR THE SPLIT NUT WITH ID: 16-C-0037 SNxx-2: DIMENSION = 0.7500" +0.0062"

+0.0011"

FOR LC4 FIT WITH PART S-593-D4.

SECTION C: (NOT TO SCALE)

CL THREADS

TYP

B5IWPROJ202001-PLAN_SET_AMND-2020-08-20.pdf

S-500

S-509

S-561

S-564

File details come from the government source that posted it. Updated Aug 28, 2020.