HomeMy WebLinkAboutMarathon Pipe Line LLC/ENG/City of Carmel College Ave North Reimbursement
1
REIMBURSEMENT AGREEMENT
BETWEEN
THE CITY OF CARMEL, INDIANA
AND
MARATHON PIPE LINE LLC
This Reimbursement Agreement (“Agreement”) is entered into by and between the
City of Carmel, Indiana, by and through its Board of Public Works and Safety (“Carmel”),
and Marathon Pipe Line LLC, a Delaware limited liability company, with a mailing address
of 200 East Hardin Street, Findlay, Ohio 45840 (“Marathon”), each referred to herein as
a “Party” and collectively as the “Parties”.
RECITALS
WHEREAS, Carmel desires to expand a portion of College Avenue and perform
utility improvements within said portion of College Avenue (the “Project”); and
WHEREAS, Marathon owns an 8” high pressure liquid petroleum products
pipeline, currently encased within a 12” casing pipe throughout the existing limits of
College Avenue, which is laid under and along the right-of-way owned by Carmel at the
Project’s location near the intersection of 103rd Street and College Avenue (the
“Pipeline”); and
WHEREAS, due to the Project, Marathon will have to remove the Pipeline’s 12”
casing for safety and operational reasons (the “Work”); and
WHEREAS, the Parties agree that pursuant to certain existing agreements
between the Parties, Marathon is eligible for partial reimbursement for the Work.
NOW THEREFORE, in consideration of the foregoing premises and the terms and
conditions contained herein, the Parties agree as follows:
1. Representations. Each Party represents to the other Party that:
a. Each Party has all requisite power, authority and legal right to enter
into and carry out the obligations set forth in this Agreement; and
b. Each Party will execute this Agreement by an authorized
representative, upon which execution this Agreement will constitute a valid,
legally binding obligation of the Party, enforceable by its terms, and such
Party is estopped from making a claim based upon the unenforceability of
this Agreement.
2. Description of the Work. Marathon shall perform the Work, as further
described in Exhibit A, attached hereto and incorporated by reference, as follows:
Marathon shall remove approximately 43 feet of existing 12” casing pipe throughout the
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current roadway limits of College Avenue. Additionally, Marathon’s existing signage and
test station equipment will be relocated to outside of the proposed road right of way limits.
3. Work Commencement and Duration. It is anticipated that the Work shall
commence in or around Summer of 2024. The Work shall be performed according to the
specifications attached as Exhibit A. If necessary, the Parties shall coordinate a different
commencement date and schedule.
4. Coordination between the Parties. The Parties shall each designate a
representative to coordinate the performance of the Work. Carmel shall coordinate any
necessary street closures and traffic control as required for the Work to be complete.
5. Estimated Cost of the Work. The Work is estimated to cost Three Hundred
Eleven Thousand Dollars ($ 311,000.00) as further described in Exhibit B, attached
hereto and incorporated by reference (“Estimated Cost”). Such Estimated Cost includes
all the expenses associated with the Work, including, but not limited to, materials, labor,
equipment cost, preliminary and construction engineering cost, administrative cost,
and/or contracted services.
6. Cost Increase. An invoice that increases the total invoiced Work cost above
the Estimated Cost shall not be approved until Carmel has issued another purchase order
to cover Carmel’s portion of the increased cost. If the invoice causes the total invoiced
Work cost to exceed the Estimated Cost by more than ten percent (10%), the invoice shall
not be approved until Marathon submits a revised estimate and justification for the
additional cost. Carmel shall make every effort to expedite the payment of any approved
cost increase above the amount originally agreed upon.
7. Obligations of Carmel. Carmel shall have the following obligations
hereunder:
a. Appoint a representative to act as Project coordinator with Marathon.
b. Reimbursement Payments. Subject to Paragraph 6, Carmel, upon
receipt of an invoice as described below, shall reimburse Marathon fifty
percent (50%) of the Estimated Cost as outlined in Paragraph 5 herein.
Carmel shall pay such invoice in arrears within 45 days from the date of
receipt of the invoice. Marathon may submit one invoice per calendar
month for Work covered by this Agreement.
c. Road Closures and Traffic Coordination. Carmel shall coordinate any
necessary road closure and/or traffic controls necessary for the Work to be
completed.
d. Comply with all applicable rules, regulations, ordinances, statutes
and law concerning the Project.
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8. Obligations of Marathon. Marathon shall have the following obligations
hereunder:
a. Appoint a representative to act as Project coordinator with Carmel.
b. Submit invoice(s) to Carmel reflecting Carmel’s portion of the
reimbursable costs for the Work.
c. Marathon shall be solely responsible for everything necessary to
perform the Work. Marathon is responsible for the means, methods,
techniques, sequences or procedures, personnel supervision, and safety
precautions and programs in connection with the performance of the Work.
At all times during performance of the Work, Marathon shall have
experienced supervisory personnel on site. Carmel shall not have control
over or charge of, and shall not be responsible for, means, methods,
techniques, sequences or procedures, or for the safety precautions and
programs in connection with the performance of the Work by Marathon and
shall not be responsible for any omission or failure on the part of Ma rathon
to properly perform its obligations under this Agreement.
d. Marathon shall at its own expense take all necessary precautions to
protect the Project from any damage caused by Marathon’s operations, and
watch over, care for and protect from damage or injury all of Marathon’s
Work, complete or otherwise, and all of its materials, supplies, tools,
machinery and equipment at or near the Project.
e. Marathon agrees to comply with all federal, state and local laws,
executive orders, rules, regulations and codes which may be applicable to
the Work, and all relevant provisions thereof are incorporated herein by this
reference. Marathon agrees to indemnify and hold harmless Carmel from
any loss, damage and/or liability resulting from any such violation of such
laws, orders, rules, regulations and codes. This indemnification obligation
shall survive the termination of this Agreement.
f. In the event of a dispute with regard to the allowable reimbursable
cost or any other issue under this Agreement, Marathon shall thereafter
continue to maintain the accounts and records until that dispute has been
finally decided and the time for all available challenges or appeals of that
decision has expired.
9. No Joint Undertaking. The Parties hereby acknowledge and agree that the
purpose and intent of this Agreement is not a joint undertaking. There will be no jointly
held property under this Agreement. The relationship of the Parties hereto shall be as
provided for in this Agreement, and neither Marathon no r any of its officers, employees,
contractors, subcontractors and agents are employees of Carmel and vice versa. The
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4
reimbursable expenses set forth herein shall be the full and maximum compensation and
monies required of Carmel to be paid to Marathon unde r or pursuant to this Agreement.
10. Dispute Resolution. Any disputes that may arise under this Agreement shall
be resolved by the Parties’ respective executive officers or their designees. Failing
resolution by the executive officers or their designees, the Parties shall submit the dispute
to mediation. Failing resolution of the dispute by mediation, either Party may institute a
suit in a court of competent jurisdiction in Hamilton County, Indiana.
11. Effective Date. This Agreement shall be effective upon adoption and
execution of this Agreement by the appropriate body of each Party.
12. Term. This Agreement shall be in effect until all allowable reimbursable
costs for the Work are reimbursed by Carmel to Marathon.
13. Notice.
a. With regard to routine communications concerning the Project and
Work, the Parties’ respective authorized representatives may communicate
directly by whatever means they deem most effective and efficient.
b. Any other type of formal notice required to be provided under this
Agreement shall be sent by internationally recognized overnight courier, certified
mail, facsimile or other delivery method which provides confirmation of receipt and
shall be directed to the persons and addresses specified below (or such ot her
persons and/or addresses as any Party may indicate by giving notice to the other
Party):
To Carmel: To Marathon:
Department of Engineering Marathon Pipe Line LLC
Attention: Director Attention: Aron Velasquez
City of Carmel Room X-05-018
One Civic Square 539 South Main Street
Carmel, IN 46032 Findlay, OH 45840
14. Indemnification.
a. Carmel hereby agrees to indemnify, defend, exculpate, and hold
harmless Marathon and its officers, employees and agents, from and against any
and all claims, suits and liabilities of any kind or character, including reasonable
attorneys’ fees (“Claims”) which result or arise from any negligent acts or
omissions of Carmel or those for whom Carmel is responsible, including its officers,
employees, agents and contractors, arising from or connected with the
performance of any of Carmel’s duties or responsibilit ies under this Agreement,
including construction and maintenance of the Project.
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b. Marathon agrees to indemnify, defend, exculpate, and hold harmless
Carmel and its respective officers, employees and agents, from and against
Claims, including reasonable attorneys’ fees, which result or arise from any
negligent acts or omissions of Marathon or those for whom Marathon is
responsible, including its officers, employees, agents and contractors, arising from
or connected with the performance of any of the duties or responsibilities of
Marathon under this Agreement.
15. Modification. The Parties may alter, change or amend the terms and
conditions of this Agreement only by mutual written agreement approved by the
appropriate body of each Party.
16. Entire Agreement. This Agreement constitutes the entire and complete
agreement between the Parties with respect to its subject matter, supersedes any prior
discussions, negotiations, and understandings between them, and cannot be altered,
changed or amended except as provided for in Section 15 hereof. The Parties
acknowledge that neither Carmel or Marathon, nor any of their respective officers,
employees, or agents have made any representations relied upon by any other Party
other than the agreements contained herein.
17. Applicable Law. This Agreement shall be construed in accordance with the
laws of the State of Indiana. This Agreement shall include, and incorporate by reference,
any provision, covenant or condition required or provided by law or by regul ation of any
state or federal regulatory or funding agency. Suit, if any, shall be brought in the State of
Indiana, County of Hamilton.
18. Interpretation. The Parties hereby acknowledge and agree that is
Agreement is the result of negotiations between the Parties and their respective legal
counsel, and no Party shall be deemed to be the drafter of this Agreement. The language
of all parts of this Agreement shall in all cases be construed as a whole, according to its
fair meaning and not strictly for or against either Party.
19. Severability. If any provision of this Agreement is held to be invalid, illegal,
or unenforceable by a court of competent jurisdiction, the provision shall be stricken, and
all other provisions of this Agreement which can operate independently of such stricken
provisions shall continue in full force and effect.
20. Counterparts. The Parties acknowledge that this Agreement may be
executed in counterparts, each of which will be deemed to be an original and taken
together will be considered as one document.
[The remainder of this page left blank intentionally]
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IN WITNESS WHEREOF, the Parties hereto have executed this Agreement to be
effective as of the last date specified below.
MARATHON:
MARATHON PIPE LINE LLC
By:
______________________________
Aron Velasquez, Authorized Signatory
______________________________
Date
— + - @ @ v A ? A C @ C w ? E ˜
' 3 (
Approved as to Form
Apr 12, 2024
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CARMEL:
CITY OF CARMEL, INDIANA
by and through its Board of Public
Works and Safety
By:
_______________________
Sue Finkam, Presiding Officer
Laura Campbell, Member
Alan Potasnik, Member
Date:
ATTEST:
Jacob Quinn, Clerk
Date:
DocuSign Envelope ID: 6BDF4B1B-CD17-4BCC-BA9C-91F658DA575F
4/17/2024
4/17/2024
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1" = 10'
1" = 30'
PLAN AND PROFILE
MDH
AED
MDH
JSS
170
810
820
830
840
850
840
810
820
830
850
860860
870 870
M
A
T
C
H
L
I
N
E
S
T
A
.
1
2
7
+
0
0
"
P
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A
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2
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A
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1
3
6
+
0
0
"
P
R
-
A
-
2
"
COLLEGE AVE - LINE "PR-A-2"
NO. 20-ENG-04
880 880
ELEV. = 842.889
STA. 135+60.05 "A", 41.34' LT.
TBM #6 - RAILROAD SPIKE IN THE E. FACE OF UTILITY POLE #048-814
ELEV. = 838.154
STA. 128+69.44 "A", 52.94' RT.
TBM #5 - RAILROAD SPIKE IN THE W. FACE OF UTILITY POLE #181-382
N/A
N/A
N/A
N/A
N-44
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
T
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P
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D
:
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CITY OF CARMEL
P
.
I
.
=
1
2
8
+
7
0
.
1
8
21
22
34 34
35 35 36
3633
37 37 38 38 39 39 40 40 91
23
24 25 26
27 28 29
46
COLLEGE AVE
CURVE DATA
HAMILTON CO.
CLAY TWP.
SEC. 11, T17N, R3E
HAMILTON CO.
CLAY TWP.
SEC. 12, T17N, R3E
NO CURVE RUN
PI Sta. = 128+70.18 "PR-A-2"
LINE "PR-A-2"
Line "PR-A-2" to be constructed.
All stationing described from Line "PR-A-2" unless noted.
All topo described from Line "A".
NOTE:
1
2
8
+
0
0
1
2
9
+
0
0
1
3
0
+
0
0
1
3
1
+
0
0
1
3
2
+
0
0
1
3
3
+
0
0
1
3
4
+
0
0
1
3
5
+
0
0
LINE "A"
App. Ex R/W
App. Ex R/W
App. Ex R/W
60' Lt.
+Ex. R/W
59' Lt.
+Ex. R/W
63' Rt.
+73 "A"
Str. No. 219
Str. No. 218A
Str. No. 220C
Str. No. 222
223
Str. No.
Str. No. 236
Str. No. 241
Str. No. 239
Str. No. 244
Str. No. 243
Str. No. 245
Str. No. 246
Str. No. 250
Str. No. 235
Str. No. 235A
Str. No. 234
Str. No. 233
Str. No. 232Str. No. 232A
Str. No. 229
231A
Str. No.
Str. No. 228A
Str. No. 220
220B
Str. No.
Str. No. EX616Str. No. EX615
Str. No. EX617
Str. No. EX619
Str. No. EX620 Str. No. EX621
238
Str. No.
Const. Limits
Const. Limits
Const. Limits
Const. Limits
Const. Limits
Const. Limits
L=22'-0"
W=16'-00"
Drive Req'd.
+39.14 Class II Mod.
L=34'-0"
W=20'-00"
Drive Req'd.
+91.49 Class II Mod.
L=34'-0"
W=20'-00"
Drive Req'd.
+91.66 Class II Mod.
L=20'-0"
W=30'-0"
Drive Req'd.
+54.35 Class II Mod.
L=27'-0"
W=20'-00"
Drive Req'd.
+15.76 Class II Mod.
L=31'-0"
W=12'-00"
Drive Req'd.
+25.43 Class II Mod.
L=46'-00"
W=12'-00"
Drive Req'd.
+00.79 Class II Mod.
L=32'-00"
W=18'-00"
Drive Req'd.
+91.11 Class II Mod.
L=24'-0"
W=18'-00"
Drive Req'd.
+40.82 Class II Mod.
L=35'-0"
W=12'-00"
Drive Req'd.
+62.45 Class II Mod.
L=35'-0"
W=18'-00"
Drive Req'd.
+00.97 Class II Mod.
L=48'-0"
W=12'-00"
Drive Req'd.
+49.54 Class II Mod.
Str. No. 233A
Str. No. 238A
Str. No. 244A
Str. No. 233B
248A
Str. No.
248
Str. No.
Str. No. EX621A
Str. No. 218
228
Str. No.
229A
Str. No.
Str. No. 231
E
.
1
0
2
n
d
S
t
r
e
e
t
P.O.I. 10+00.00 "E. 102nd STREET"
P.O.I. 128+67.65 "PR-A-2"=
E
.
1
0
3
r
d
S
t
r
e
e
t
E
.
1
0
3
r
d
S
t
r
e
e
t
P.O.I. 10+00.00 "E. 103rd STREET EAST"
P.O.I. 135+43.92 "PR-A-2"=
P.O.I. 10+00.00 "E. 103rd STREET WEST"
P.O.I. 135+37.56 "PR-A-2"=
L=38'-0"
W=18'-00"
Drive Req'd.
Class II Mod.
+47.52
Str. No. 227A
Str. No. 227
Str. No. 228B
Ex. R/W
+Lot L.
Str. No. EX617A
Str. No. EX618
Str. No. 233C
252
Str. No.
226A
Str. No.
226
Str. No.
EX622A
Str. No.
255
Str. No.
EX623
Str. No.
50' R/W
P/L
+P/L 50' App. P/L
75' Rt.
+P/L
P/L
+P/L
59' R/W
R
/
W
59' Lt.
+P/L
Ex. R/W
+P/L
75' Rt.
+P/L
80' Rt.
+P/L
80' Rt.
+P/L
63' Rt.
+P/L
63' Rt.
+Ex. R/W
59' R/W
R
/
W
59' Lt.
+Lot L.
59' Lt.
+Ex. R/W
55' Lt.
+Ex. R/W
86' Rt.
+Ex. R/W
86' Rt.
+73 "A"
Temp. R/WTemp. R/W Temp. R/WTemp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Str. No. 253A
EX622
Str. No.
LEGEND
- Existing HMA Pavement, Sidewalk, Pavers, Curbing and Median to be Removed
PVI Sta. 129+40.00
Elev. = 837.23
LP Sta. 129+56.04
El. 837.40
PVI Sta. 132+70.00
Elev. = 838.46
-0.57%+0.37%
+1.19%
VC = 150.00'VC = 200.00'
42" Pipe
Existing
Existing 42" PipeExisting 42" PipeExisting 42" PipeExisting 42" PipeExisting 42" Pipe
Inv. 833.50(W)
Inv. 830.00(S)
Inv. 830.00(N)
Str. 250
Inv. 835.30(W)
Inv. 829.80(S)
Inv. 829.80(N)
Str. 244
Inv. 834.09(S)
Inv. 834.12(W)
Inv. 829.67(S)
Inv. 829.67(N)
Str. 241
Inv. 833.01(W)
Inv. 829.45(S)
Inv. 829.55(N)
Str. 238
Inv. 833.50(S)
Inv. 829.30(S)
Inv. 829.30(N)
Str. 226
Inv. 835.10(SE)
Inv. 829.50(W)
Inv. 833.60(E)
Inv. 828.51(S)
Inv. 828.51(N)
Str. 218
Inv. 833.83(W)
Inv. 830.19(S)
Inv. 830.19(N)
Str. EX622A
Inv. 837.10(E)
Inv. 830.37(S)
Inv. 830.37(N)
Str. EX623
Existing 42" PipeExisting 42" PipeExisting 42" Pipe
42" Pipe
Existing
Inv. 829.75(E)
Inv. 828.54(S)
Inv. 828.54(N)
Str. EX615
Inv. 828.00(S)
Inv. 828.29(N)
Str. EX616
Inv. 833.58(W)
Inv. 830.08(S)
Inv. 830.08(N)
Str. 253A
Inv. 835.40(W)
Inv. 829.95 (S)
Inv. 829.95(N)
Str. 248
(Plotted 40' above Datum)
Proposed Storm Sewer, Lt
Str. 223
Inv. 829.84(E)
Inv. 829.88(W)
Inv. 833.80(N)
Str. 222
1.18%
43' of 12" Pipe @
32' of 12" Pipe @ -0.66%
(Plotted 40' above Datum)
Proposed Storm Sewer, Lt
Inv. 836.00
Str. 245
Inv. 835.80 (S & E)
Str. 246
88' of 12" Pipe @ 0.40%43' of 15" Pipe @ 0.56%67' of 18" Pipe @ 1.05%80' of 18" Pipe @ 0.30%
87' of 18" Pipe @ 0.50%135' of 12" Pipe @ 0.60%139' of 12" Pipe @ 0.68%
Inv. 834.90(S)
Str. 220
Inv. 832.20(S)
Str. 228
Inv. 831.71(S)
Inv. 833.74(E)
Inv. 831.46(N)
Str. 227
Inv. 834.23(E)
Inv. 832.16(N)
Str. 229
Inv. 833.57(N)
Str. 231
Inv. 834.60(E)
Inv. 834.05(N)
Str. 232
Inv. 836.36(E)
Inv. 835.25(N)
Str. 234
Inv. 837.76(E)
Inv. 836.30(N)
Str. 235
127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
8
3
8
.
5
9
8
3
8
.
3
2
8
3
8
.
0
3
8
3
7
.
7
5
8
3
7
.
5
0
8
3
7
.
4
0
8
3
7
.
4
6
8
3
7
.
6
4
8
3
7
.
8
3
8
3
8
.
0
1
8
3
8
.
2
2
8
3
8
.
5
1
8
3
8
.
9
1
8
3
9
.
4
2
8
4
0
.
0
1
8
4
0
.
6
0
8
4
1
.
2
0
8
4
1
.
7
0
8
4
2
.
0
3
8
3
8
.
9
8
3
8
.
6
8
3
8
.
3
8
3
7
.
9
8
3
7
.
7
8
3
7
.
5
8
3
7
.
7
8
3
7
.
8
8
3
8
.
0
8
3
8
.
2
8
3
8
.
4
8
3
8
.
7
8
3
9
.
2
8
3
9
.
6
8
4
0
.
2
8
4
0
.
9
8
4
1
.
5
8
4
1
.
9
8
4
2
.
3
04/02/2024: Revised Proposed Storm Drainage
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
Exhibit A
Approximate Limits
of Marathon's
existing 12" casing
to be removed.
Marathon Pipe
Line's 8" High
Pressure
Petroleum Pipeline
DocuSign Envelope ID: 6BDF4B1B-CD17-4BCC-BA9C-91F658DA575F
Project Leader:177302 State:Indiana Date:10/17/2023
Budget Type:Level 1 Budget Year:2023
SAP Company Code:5404 0 Method:Fixed %
MPMP Phase:%:10%
Revised 01/03/2023 Project Description:
Description SAP Code of Account Bud.Year # Req'd UOM Cost Total Cost % Cont.
Civil and Piping $0 10%
Mob/Demob 300 Piping Expense 2023 1 LS $24,000 $24,000 10%
Labor Allowance 300 Piping Expense 2023 1 LS $94,900 $94,900 10%
Equipment and Rental Allowance 300 Piping Expense 2023 1 LS $18,771 $18,771 10%
Materials and Backfill Allowance 300 Piping Expense 2023 1 LS $24,012 $24,012 10%
Shoring Allowance 300 Piping Expense 2023 1 LS $22,000 $22,000 10%
Traffic Control 300 Piping Expense 2023 1 LS $3,300 $3,300 10%
Power Pole Support 300 Piping Expense 2023 1 LS $3,300 $3,300 10%
Asb Abate/Coat Rem (if needed)300 Piping Expense 2023 1 LS $15,100 $15,100 10%
Recoat (if needed)300 Piping Expense 2023 1 LS $18,000 $18,000 10%
Rock Shield Allowance 300 Piping Expense 2023 1 LS $1,100 $1,100 10%
$0 10%
Inspector 036 Site Facilitator/Inspector Expense 2023 12 Days $1,100 $13,200 10%
$0 10%
Property Damages 044 Land Owner Settlements Expense 2023 1 LS $5,000 $5,000 10%
$0 10%
Permit 061 Permits Expense 2023 1 LS $50 $50 10%
$0 10%
Sub-Total $242,733 10.0%
14%
Description SAP Code of Account Bud.Year # Req'd UOM Cost Total Cost S&T % Cont.EFC
Test Station Materials 100 Equipment & Setting Expense 2023 1 EA $250 $250 $35 10%$314
$0 $0 10%$0
Sub-Total $250 $35 10.0%$314
Bud.Year # Req'd UOM Cost Total Cost % Cont.
Expense 2023 0 lot $0 $0 0%
Expense 2023 20 day $1,720 $34,400 0%
Expense 2023 0 day $1,900 $0 10%
Expense 2023 0 day $1,810 $0 10%
Expense 2023 0 day $1,290 $0 10%
Expense 2023 0 day $1,900 $0 10%
Expense 2023 0 lot $0 $0 10%
Sub-Total $34,400 0.0%
Bud.Year # Req'd UOM Cost Total Cost % Cont.
Expense 2023 10 day $750 $7,500 10%
Expense 2023 1 day $800 $800 10%
Operations Tech./Permit Writer Expense 2023 0 hr $75 $0 10%
Expense 2023 0 hr $80 $0 10%
Expense 2023 0 day $800 $0 10%
Sub-Total $8,300 10.0%
Estimate Sub-Total $285,718 8.8%
Total Estimated Target Cost
$34,400
$34,400
$0
$0
EFC
Business Partner L&B
Business Partner L&B
Operations Tech./Permit Writer
Mechanical/E&I Tech.
AWARE Observer (if required by Area)
Travel Expenses (Hotel, Flights, Car Rental, Meals…)
2 days of hydro-excavation for potholing, then 100% mechanical excavation.
EFC
All excavations will be backfilled with sand and then flow fill in road ways.
Spot touch-up with removal of existing coating and recoat using liquid epoxy.
Pipe may need recoated.
$267,006
Shipping & Tax %
$0
$0
$0
$9,130
$310,850
$311,000
Owner Supplied Materials
$0
$0
$0
$55
L3S L&B
L3S L&B (rate includes Supervisor)
(Design and Inspection to be entered in Service Contracts)
Current Costs (from Nvision, include prior years)
Service Contracts
Owner Supplied Materials
L3S L&B
RIO 8" -- College Avenue -- Casing Extension
Service Contracts
Engineer I (Except AK & CA)
Adv. Sr. Const. Spec. (Except AK & CA)
$0
$0
Engineer II (Except AK & CA)
David Sehlhorst
Construction duration is expected to be ten (10) total working days. Monday - Saturday, 10 hour days.
Co-op (Except AK & CA)
HES Professional (Except AK & CA)
$0
Estimate Basis
Work Days/Hours, Construction Schedule, Downtimes
Other Assumptions, Allowances, Exclusions
Assumes trucking and INDOT permits.
Depth of cover is based on top of casing 40" deep on east side, and 69" deep on west side of road.
Project could swich to become a casing extension.
Scope of work includes removing 43' of casing on the RIO 8" line at the College Ave Intersection.
Assumes sump to dewater trench. 24 dewatering/wellpoints are not included. Water will be discharged on ground through a filter bag.
Rock excavation is not included.
PROJECT
ESTIMATE Definition
Expense
Project ID:
Project Level:Contingency
RIO 8" Products
Project Type:Pipeline Replacement (Casing)
Restoration only includes backfilling. Sidewalk repair and seed/grass not included due to other construction activities.
Setting jersey wall to protect excavation and work areas from traffic included.
Conventional traffic control (signs, cones, barrels, etc) included.
Location/System:
(see DSP for high level Scope of Work)
One day for cathodic protection test station work by Marathon E&I Tech.
Risks, Opportunities (or see Risk Register, if completed)
$8,250
$880
Business Partner L&B
Mechanical/E&I Tech.
EFC
$0
$24,200
$3,630
$26,400
$104,390
$3,630
$0
$20,648
$26,413
$16,610
$19,800
$1,210
$0
$5,500
$14,520
Exhibit BDocuSign Envelope ID: 6BDF4B1B-CD17-4BCC-BA9C-91F658DA575F