W912P621R0012 AMDT 0001.pdf
PDF 5 MB Posted
- Solicitation number
- W912P621R0012
View the file
Other files
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
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
SEE AMDT 0001 SUMMARY OF CHANGES
1. CONTRACT ID CODE PAGE OF PAGES
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
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 W912P621R0012
X 9B. DATED (SEE ITEM 11)
18-Aug-2021
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
26-Aug-2021
CODE
U.S. ARMY ENGINEER DISTRICT, CHICAGO
231 SOUTH LASALLE STREET SUITE 1500
CHICAGO IL 60604-1437
W912P6 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P621R0012
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 1449 - CONTINUATION SHEET
The following have been added by full text:
AMDT 0001 SUMMARY OF CHANGES
W912P621R0012 to provide services to treat water for the Indiana Harbor and Canal Confined Disposal Wasterwater Treatment Plant located in Lake County, IN is hereby modified as follows:
a. The following Plans have been revised and replaced in their entirety:
a. G-0004 Site Footprint with Existing Dike and Site Features
b. CS-101 Civil Site Plan Dike 2 Vertical Expansion
b. A virtual pre-proposal meeting will be conducted on 02 September 2021 at 1:00pm CT.
c. All other terms and conditions remain unchanged.
VIRTUAL PRE-PROPOSAL MEETING
VIRTUAL PRE- BID MEETING
A virtual pre-proposal meeting will be held for this project on 02 September 2021 at 01:00 p.m. (Central Time) by use of WebEx.
When it’s time to join the meeting on the aforementioned date and time, please use the following weblink:
After entering the WebEx, enter your phone number and the WebEx will call you. Alternately you can call into the WebEx:
844-800-2712
Access Code: 1995 92 2579
At the pre-proposal meeting, Government representatives will highlight specific contract requirements. The objective is to provide an information exchange between potential offerors and the Government to avoid the possibility of misinterpretation of the contract requirements. The Corps of Engineers strongly encourages all potential offerors to attend the pre-proposal meeting and in the interest of making the meeting more meaningful, prospective offerors are urged to present any written questions concerning the project documents and/or other related matters prior to the pre-proposal meeting. Send written questions to Miriaha Sigmon at miriaha.d.sigmon@usace.army.mil – BE SURE TO INCLUDE THE SOLICIATION NUMBER
W912P621R0012 AND PROJECT TITLE INDIANA HARBOR AND CANAL CONFINED DISPOSAL
WASTEWATER TREAMENT PLANT ON THE SUBJECT LINE OF YOUR EMAIL.
With respect to questions, written questions may be submitted at the beginning of the pre-proposal meeting and oral questions may be submitted from the floor, will only be addressed if they are clarifications of information provided in the solicitation and in subsequent amendments issued before the scheduled pre-proposal meeting.
Answers, interpretations, and decisions made at the meeting will not become official unless and until verified by an amendment to the solicitation issued prior to the receipt of proposals.
(End of Summary of Changes) https://usace1.webex.com/usace1/j.php?MTID=mec1b4daa4808b169ea4123b19c887de8
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
IZ
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
P
R O J E
C T I
D
F
IL
E N
A M
E
1+00
63+00
67+00
49+00
51+00
52+00
53+00
55+00
56+00
57+00
58+00
60+00
61+00
62+00
65+00
66+00
68+00
69+00
70+00
0+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+004
50+00
54+00
59+00
64+00
10' X 12' A.M.
10' X 12' A.M.
E W
C
M W
A
LS-2
EW-01A
MW-01A
MW-01B
EW-01C EW-01B EW-22DEW-01DEW-02A
MW-02A
MW-02B
EW-02C EW-02BEW-02DEW-03A
MW-03A
MW-03B
EW-03C EW-03BEW-03DEW-04A
MW-04A
MW-04B
EW-04C EW-04BEW-04DEW-05A
MW-05A
MW-05B
EW-05C EW-05BEW-05D
EW-08A
EW-08B
E W
D
E W
A
E W
B
E W
C
M W
A
EW-17D EW-18CEW-18BEW-18A
E W
D E
W
B E
W
A
LS-1
MH-2MH-3
VV-1
VV-2
SW-03
SW-04
SW-01 SW-02
CE-101
W E
S T C
E L L
E A
S T C
E L L
E W
D
EW-06A
MW-06A
MW-06B
EW-06C EW-06BEW-06D
MW-07A
MW-07B
EW-07C EW-07BEW-07D
E W
C
E W
D
E W
A
E W
B
E W
C
E W
D
E W
A
E W
B
E W
C
E W
D
E W
A
M W
B
M W
A
M W
B
M W
A
EW-07A
E W
B
M W
B
M W
B
E W
A
E W
B
EW-13C
MW-13A
EW-13D
MW-13B
EW-14A MW-14A EW-14CEW-14B EW-14D
MW-14B
EW-15A
MW-15A
EW-15C
EW-15B EW-15D
MW-15B
EW-16A
MW-16A EW-16C
EW-16B
EW-16D
MW-16B
EW-17C
MW-17A
EW-17B
MW-17B
EW-17A MW-18A
MW-18B
E W
D E
W
C M
W
A
M W
B
E W
B E
W
A
E W
D E
W
B E
W
A
E W
B E
W
A
E B
P
P
PP
P
M W
B
M W
A
E W
D E
W
C M
W
A
E W
C M
W
A
E W
C M
W
A
M W
B
M H
V
M H
F O
V
P
F O
F O
G M
CB
M
A
M
M
M M
P
M M
MWPMW
M
M
P
M
EE
S
A
M
M
M
W
M
M
M
M
M
M
M
M
M
M
M
DIKE
EX. EXTERIOR
LINE
PROPERTY
C L
IN
E A
V E
INDIANAPOLIS BLVD.
R
IL
E Y R
D
L A
K E G
E O
R G
E C
A N
A L
TOP OF DIKE
EX. RAMP TO
DIKE
EX. INTERIOR
PAD
EX. CRANE
PAD
EX. STORAGE
(TYP)
EX. HYDRANT
ACCESS ROAD
EX. GRAVEL
WALL
SHEET PILE
EX. CANAL
TANK
SANITARY
EX. UNDERGROUND
PARKING LOT
EX. VISITOR
E X
W M
DOCK
EX. FLOATING
HOUSE
CONTROL
EX. GRADIENT
DITCH
EX. DRAINAGE
SECURITY FENCE
PERIMETER
EX. SITE
RING ROAD
EX. SITE
ACCESS ROAD
EX. DIKE
TOP OF DIKE
EX. RAMP TO
POINT (TYP)
WORK LIMIT
ENTRANCE GATE
EX. CANTILEVER
WALL
EX. ANCHOR
CULVERT
EX. BOX
CULVERT
EX. BOX
CULVERT
EX. BOX
CULVERT
EX. BOX
VALVE VAULT
EX. 3-WAY
CULVERT
EX. BOX
VALVE
EX. SHUT-OFF
EX. 8" DRAIN
VALVE
EX. SHUT-OFF
TRENCH DRAIN
STATION W/
EX. DECON
PROPERTY LINE
WEST CELL
EAST CELL
PLANT AREA
EX. WATER TREATMENT
(SEE NOTE 1)
STRUCTURE
EX. DECANT
(SEE NOTE 1)
STRUCTURE
EX. DECANT
CUTOFF WALL
EX. PERIMETER
NN
0 280'140'
BUILDING
ADMINISTRATION
EX.
EX. STORAGE FACILITY
WALL TIE RODS (SEE NOTE 2)
AREA WITH EX. ANCHOR
STORAGE FACILITY
HANDLING PAD
EX. DEBRIS
(SEE NOTE 2)
WALL TIE RODS
EX. ANCHOR
AREA WITH
AREA
OPERATION
WWTP
PROPOSED
EXISTING FEATURES CONSTRUCTED BY OTHERS ARE LABELLED AS "EX"5.
THIS CONTRACT.
STATIONING AND CENTERLINES SHOWN FOR REFERENCE, NOT USED IN 4.
THOSE STRUCTURES.
GRADIENT SYSTEM CONTROL PANELS AND WELLS TO AVOID DAMAGE TO
3. CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING AROUND THE
END OF THE SITE. DETAILS AVAILABLE UPON REQUEST.
EAST-WEST ACCESS ROAD AND SHEET PILE CANAL WALL AT THE SOUTH
AREA IS DELINEATED ALONG THE ENTIRE SOUTH END BETWEEN THE
VEHICLES OR STORE EQUIPMENT ON THE ANCHOR WALL TIE-RODS. THIS
2. CONTRACTOR SHALL NOT OPERATE MACHINERY/EQUIPMENT, DRIVE
1. SEE DECANT STRUCTURE DETAILS SHEETS RC001 AND RC002.
NOTES:
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
11:32:40 AM 8/23/2021
...\WASTEWATER TREATMENT PLANT 115264-63FG71\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113479-63FG71_G-004.dgn
PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
-6
F
G
-6
F
G
G -0
.d g n
IN
D
IA
N A H
A R
B O
R A
N D C
A N
A L C
O N
F
IN
E D D
IS
P O
S A
L F
A C
IL
IT
Y
E X
IS
T
IN
G D
IK
E A
N D S
IT
E F
E A
T U
R E
S
A D
A M K
A R
R
L E T
H A I, P .E
E X
IS
T
IN
G D
IK
E A
N D S
IT
E F
E A
T U
R E
S
A D
A M K
A R
R
L E T
H A I, P .E
E X
IS
T
IN
G D
IK
E A
N D S
IT
E F
E A
T U
R E
S
A D
A M K
A R
R
L E T
H A I, P .E
G-004G-004G-004
S
IT
E F
O O
T P
R
IN
T W
IT
H
A N
S I
D
S
IT
E F
O O
T P
R
IN
T W
IT
H
A N
S I
D
S
IT
E F
O O
T P
R
IN
T W
IT
H
W P -2
-C -X
X X
X
W P -2
-R -0
/2
W A
S T
E W
A T
E R T
R E
A T
M E
N T S
E R
V
IC
E /2
J A
N M
E R
L P .E
J A
N M
E R
L P .E
J A
N M
E R
L P .E
I
N D
IA
N A
P O
L
IS
B
L V
D E
A S
T C
H
IC
A G
O
IN
D
IA
N A
Y U
K I
G A
L
IS
A N
A O P .E
Y U
K I
G A
L
IS
A N
A O P .E
Y U
K I
G A
L
IS
A N
A O P .E
CERTIFIED FINAL DOCUMENTS - RTA
/2
N O
T E
S A
D D
E D
/2
N O
T E
S A
D D
E D
/2
N O
T E
S A
D D
D
37+00
+0
31+
32+00
33+00
34+00
35+00
36+00
38+00
39+00
40+00
41+00
42+00
44+00
45+00
46+00
71+00
72+00
73+00
74+00
76+00
77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00
86+00
87+00
75+00
43+00
MW-6C
MW-6T
MW-7C
MW-7T
MW-1T
MW-1C
MW-2C
MW-2T
MW-3T
MW-3C
MW-4C MW-4T
MW-5C
MW-5T
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW MW
MW
MW
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
IZ
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
P
O J E
C T I
D
F
IL
E N
A M
B
C
A
C
B
C
C
C
C
C
C
37+00
+0
31+
32+00
33+00
34+00
35+00
36+00
38+00
39+00
40+00
41+00
42+00
44+00
45+00
46+00
71+00
72+00
73+00
74+00
76+00
77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00
86+00
87+00
75+00
43+00
MW-6C
MW-6T
MW-1T
MW-1C
MW-2C
MW-2T
MW-3T
MW-3C
MW-4C MW-4T
MW-5C
MW-5T
MW
MW
MW
MW
MW
MW
MW
MW
MW MW
MW
MW
MW
MW
GENERAL NOTES
A1
SCALE: 1" = 150"-0"
TRUE N
PROPOSED DIKE STAGE II
PLANT AREA
TREATMENT
WASTE WATER
AND DURATION OF THE MODIFICATION IS NOT KNOWN AT THIS TIME.
MODIFICATION OF THE STRUCTURE BY ANOTHER CONTRACTOR. THE SCHEDULE
DECANT STRUCTURE MAY BE TEMPORARILY INACCESSIBLE FOR USE DURING
THE TREATMENT PLANT, AND FOR USE OF THE CDF DECANT STRUCTURES. EAST
THE DIKE EXPANSION CONTRACTOR FOR ALL PIPING BETWEEN THE CDF AND
THE WASTEWATER TREATMENT CONTRACT. COORDINATE AS REQUIRED WITH
EXPANSION IS INSTALLED BY OTHERS AND WILL OCCUR CONCURRENTLY WITH
THE EXTENT OF THE EXPANDED CDF DIKE IS SHOWN ON THIS SHEET. THE DIKE 1.
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
11:37:21 AM 8/23/2021
...\WASTEWATER TREATMENT PLANT 115264-63FG71\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113479-63FG71_CS-101.dgn
PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
-6
F
G
-6
F
G
C S -1
.d g n
IN
D
IA
N A H
A R
B O
R A
N D C
A N
A L C
O N
F
IN
E D D
IS
P O
S A
L F
A C
IL
IT
Y
A D
A M K
A R
R A
D A
M K
A R
R A
D A
M K
A R
R
CS-101CS-101CS-101
C
IV
IL
S
IT
E P
L A
N
A N
S I
D
C
IV
IL
S
IT
E P
L A
N
A N
S I
D
C
IV
IL
S
IT
E P
L A
N
D
IK
E V
E R
T
IC
A L E
X P
A N
S
IO
N D
IK
E V
E R
T
IC
A L E
X P
A N
S
IO
N D
IK
E V
E R
T
IC
A L E
X P
A N
S
IO
N
L E T
H A I, P .E
J A
N M
E R
L P .E
J A
N M
E R
L P .E
L E T
H A I, P .E
J A
N M
E R
L P .E
L E T
H A I, P .E
W P -2
-C -X
X X
X
CERTIFIED FINAL DOCUMENTS - RTA
I
N D
IA
N A
P O
L
IS
B
L V
D E
A S
T C
H
IC
A G
O
IN
D
IA
N A
W P -2
-R -0
/2
W A
S T
E W
A T
E R T
R E
A T
M E
N T S
E R
V
IC
E /2
Y U
K I
G A
L
IS
A N
A O P .E
Y U
K I
G A
L
IS
A N
A O P .E
Y U
K I
G A
L
IS
A N
A O P .E
/2
N O
T E R
E V
IS
E D
/2
N O
T E R
E V
IS
E D
/2
N O
T E R
E V
IS
D
File details come from the government source that posted it. Updated .