HomeMy WebLinkAboutFULL AdddendumNo1-(16-02)Page 1 of 2
DATE: April 1, 2016
PROJECT: Project 16-02 – Emerson Road Storm Sewer Reconstruction
City of Carmel, Indiana
NOTICE OF ADDENDUM NUMBER 1
1) The Prj. No. 16-02 Pre-Bid Meeting Minutes have been included.
2) A digital Itemized Proposal excel file has been included.
3) A copy of the current plan holders list has been included.
4) Sheets 400 through 405 have been revised to show all gas main depth
information provided by Vectren.
5) Sheets 300, 301, 400 through 405, and 600 have been revised to eliminate gas
and water utility conflicts with the proposed storm system.
6) Exhibits indicating all known utility conflicts has been included.
7) Sheet 203 and 302 have been revised to show a temporary bypass for the
Monon Trail.
8) The Project Manual has been revised and included. The following items have
been revised:
o Section 1.5 – Anticipated Notice to Proceed date has been revised to May
4, 2016
o TS 2 – Anticipated Notice to Proceed date has been revised to May 4,
2016
o TS 15 – Maintaining Traffic has been revised to include verbiage for the
temporary Monon Trail Bypass
o TS 40 – HMA, Surface, 9.5 mm, 1.5” has been revised to include the work
of installing asphalt for the temporary Monon Trail Bypass
o TS 50 – Compacted Aggregate, No. 53 Stone has been revised to include
the work of installing stone base for the temporary Monon Trail Bypass
9) The Itemized Proposal, Sheet BID-4, has been revised and included. The
following items have been revised/added:
o Item 8 – Fence, Remove and Reset – revised quantity is 72 LFT
Page 2 of 2
o Item 13 – HMA Surface, 9.5 mm, 1.5”, Storm Sewer – revised quantity is
50 TON
o Item 15 – Compacted Aggregate, No. 53 Stone – revised quantity is 147
TON
o Item 17 – 8” PVC – added quantity is 13 LFT
10) The City of Carmel is requiring all bid submittals to include an E-Verify
certification, pursuant to Indiana Code 22-5-1.7-11. This E-Verify document is
enclosed within this addendum, and shall be included with all bid submittals.
11) The Bidder shall acknowledge receipt of this Addendum by inserting the number
and date in the space provided on page BID-6, Part 4.2 of the Bid Form.
Prj. #16-02 – Emerson Road Storm Sewer Reconstruction
Pre-Bid Meeting Minutes
April 1, 2016
1
April 1, 2016
Mr. Jeremy Kashman, P.E., City Engineer
City of Carmel, Engineering Department
Carmel City Hall
One Civic Square
Carmel, IN 46032
RE: Pre-Bid Meeting Minutes
Prj. #16-02 – Emerson Road Storm Sewer Reconstruction
Dear Mr. Kashman:
The following contains the minutes of the subject meeting held in the Caucus Room on
the 2nd floor of Carmel City Hall (One Civic Square), 10:00 a.m. on March 29, 2016.
These minutes will serve as a portion of Addendum 1 for the project listed above.
The attendees for this meeting are as follows:
Mr. William Hall, CrossRoad Engineers, P.C.
Mr. Michael Kalberg, CrossRoad Engineers, P.C.
Mr. Josh Plummer, Eagle Valley Inc.
The meeting began with project descriptions and the overall scope of the project. The
meeting continued with general comments concerning the project. The general
comments included the following:
1. Key Personnel
- City of Carmel Project Manager: Jeremy Kashman
- Design Firms: CrossRoad Engineers - William Hall, PE / Trent Newport, PE, LS
2. Bids for the project are due no later than 10:00 a.m. (Local Time) on April 6,
2016 at the Office of the Clerk Treasurer, Carmel City Hall, One Civic Square,
Carmel, IN.
3. Bids for the project will also be opened on April 6, 2016. It was noted that it is
imperative that all documentation needs to be included with the bid submittal.
Incomplete bids will not be considered valid bids. The "BID PROPOSAL
SUMMARY PAGE" that is included within the bid documents shall be
completed, and be the first page of the bid that is submitted.
4. It was indicated that the award date will be as soon as feasible if Carmel elects to
award the project and has a responsible and responsive low bidder. Any Contract
Document dates that cannot be achieved due to delay in issuance of the Notice to
Proceed shall be adjusted by the same number of days of delay for the issuance of
the Notice to Proceed.
Prj. #16-02 – Emerson Road Storm Sewer Reconstruction
Pre-Bid Meeting Minutes
April 1, 2016
2
Issues of Discussions at Meeting:
1. The completion time for the project is sixty (90) days from the NTP issuance date.
Construction and/or material ordering can begin immediately after the NTP. The
anticipated Notice to Proceed is April 20, 2016 (Per discussion with Jeremy
Kashman with the City of Carmel, the anticipated Notice to Proceed shall be
May 4, 2016). Coordination with other nearby projects is required.
a. Project Phasing
i. Phase I: Installation of all work associated with the connection to
the Monon Sewer, underground detention system, outlet structure
(Str. #55), stubs into the underground detention system, and the
diversion structure (Str. #53A and 53B) and all work associated
with the existing building demolition sidewalk, steps, railings,
walls, foundations, etc. DURATION = 20 days
ii. Phase II: Installation of all work associated with the sanitary sewer
system, the Stormwater Quality Unit (Str. #54), and all storm
sewer from Str. #46 to Str. #53. DURATION = 20 days
iii. Phase III: Installation of all remaining work and final
restoration/clean-up per Project #16-02 Contract Documents.
DURATION = 50 days
b. Road Closure Durations
i. Phase I: Monon Trail Closure – 5 days (Per discussion and
correspondence with Jeremy Kashman with the City of Carmel, a
temporary bypass path shall be installed to avoid a closure of the
Monon Trail.)
ii. Phase II: 3rd/4th Avenue SW Closure – 20 days
iii. Phase III: Emerson Road, Park Lane, and York Drive Closure – 50
days (This work shall be completed under limited access.
Driveways to property owners shall be kept open during the
closure.)
c. Should the contractor desire to adjust the original Maintenance of Traffic
Plan, written notification to the City of Carmel is required 14 days prior to
that work commencing per TS 15.
2. All known utilities have been made aware of the project and are reviewing.
Coordination with the existing utilities shall take place per TS 6.
a. Carmel Water test holed several locations of potential conflicts and
provided information to CRE for review. CRE revised the construction
plans to eliminate potential conflicts. CRE has provided Carmel Water
with an exhibit that highlights the conflict locations.
b. Vectren test holed several locations of potential conflicts and provided
information to CRE for review. CRE revised the construction plans to
eliminate most of the potential conflicts. Conflicts still exist with Str. 2,
Str. 3, and Str. 29. Vectren has been notified of these conflicts and the
Contractor shall coordinate with Vectren on these potential relocations.
Prj. #16-02 – Emerson Road Storm Sewer Reconstruction
Pre-Bid Meeting Minutes
April 1, 2016
3
CRE has provided Vectren with an exhibit that highlights the conflict
locations.
c. CRE indicated that there is likely to be conflicts with water and gas
services and these conflicts shall be evaluated on a case by case basis.
The Contractor shall coordinate with Vectren and Carmel Water to
relocate any conflicting service lines.
d. CRE noted that there are Duke Energy conflicts with two light poles in
the Emerson Rd. neighborhood, a utility pole at the NW corner of the
parking lot at 210 3rd Ave. SW, and three service poles north of the
building to be demolished. These conflicts are being coordinated
between the City of Carmel and Duke Energy.
i. The contractor shall contact Duke Energy at (800) 774-0246 to
cancel the service to the building to be demolished.
3. All proposed work is within either areas of existing R/W or easements, or areas
where proposed R/W is in place. Right of Entry forms will be required per TS 35.
4. It was indicated that asphalt street and path patching installation and testing work
shall be per INDOT. Concrete testing will be performed by the inspection unit.
5. It was indicated that the Contractor shall perform all required sanitary sewer
testing. City of Carmel Wastewater Utility shall be notified prior to testing, and
shall be on site when performing the testing.
6. It was indicated that the Contractor shall review the special provisions or
Technical Specifications carefully to gain a complete understanding of the
requirements set forth by the contract documents as compliance will be required.
7. Construction Engineering will be provided by the City of Carmel for this project;
therefore, no item was included in the Itemized Proposal within the Contract
Documents. It was indicated to provide 48 hours advance notice for any
Construction Engineering per TS 16.
8. It was indicated that any delay caused to the project due to a delay in the issuing
of a notice to proceed will result in an extension of time to the project, but there
will be no change in the accepted unit costs for each item.
9. Any further questions outside of the pre-bid meeting that are to be addressed
within the minutes from the meeting shall be submitted by 9:00 a.m. on April 1,
2016. The pre-bid meeting minutes shall be completed and submitted to all plan
holders by the end of the day on April 1, 2016. Any questions received outside of
this timeframe shall be included as additional addendums.
Clarification/Answers for Questions and Utility Discussions:
1. There were no questions asked at this time.
Prj. #16-02 – Emerson Road Storm Sewer Reconstruction
Pre-Bid Meeting Minutes
April 1, 2016
4
This addendum, being Addendum 1, dated April 1, 2016, must be included in Part 4,
Contract Documents and Addenda, sheet BID-6, with all bid submittals.
If you should have any questions, feel free to give me a call at 317-780-1555 x 140.
Sincerely,
CrossRoad Engineers, P.C.
William Hall, P.E.
Project Engineer
Cc: Mr. Jeremy Kashman, P.E., City of Carmel, City Engineer
Mr. John Duffy, Carmel Utilities
Mr. Steve Cook, Carmel Water
Mr. Trent Newport, P.E., L.S., CrossRoad Engineers, P.C.
Mr. Lance Stahley, CrossRoad Engineers, P.C.
Attendees
Plan Holders
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U
S
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:
3/
3
1
/
2
0
1
6
4
:
5
9
P
M
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EM
E
R
S
O
N
R
O
A
D
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S
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W
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R
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C
O
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T
R
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T
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N
P
R
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C
T
MA
T
C
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L
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N
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S
T
A
.
1
5
+
8
5
(
S
E
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B
E
L
O
W
)
MA
T
C
H
L
I
N
E
S
T
A
.
1
5
+
8
5
(
S
E
E
A
B
O
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E
)
KEYMAP
NO SCALE
SHEET 300SHEET 300
MATCHLINE STA. 19+50 (SEE SHEET 301)
GENERAL NOTES
TBM#1
TBM#2
BENCHMARK INFORMATION
Know what's below.
before you dig.Call
R
PROPOSED LEGEND
S
12
+
0
0
40+00 43+3241+00 42+00 43+00
E
M
E
R
S
O
N
R
O
A
D
YORK DR.
16
+
0
0
50+00 51+00 52+00 53+00PARK LN.
20+00
21+00 22+00
23
+
0
0
EMERSON ROAD
301
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
30
1
NORTH
De
v
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l
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p
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n
t
C
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n
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s
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a
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R
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T
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P
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:
R:
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l
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L
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C
R
E
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K
-
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M
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O
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D
R
D
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A
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N
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Y
\
C
A
D
\
P
l
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n
s
FI
L
E
N
A
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:
30
0
C
O
N
S
T
R
U
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T
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N
D
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A
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L
S
.
d
w
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DA
T
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:
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2
0
1
6
4
:
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9
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EM
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R
O
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D
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M
S
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W
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C
O
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S
T
R
U
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T
I
O
N
P
R
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T
KEYMAP
NO SCALE
SH
E
E
T
3
0
1
SH
E
E
T
3
0
1
SH
E
E
T
3
0
1
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
5
0
(
S
E
E
S
H
E
E
T
3
0
0
)
E
M
E
R
S
O
N
R
O
A
D
BENCHMARK INFORMATION
Know what's below.
before you dig.Call
R
800
EXISTING LEGEND
GENERAL NOTESPROPOSED LEGEND
S
S
S
S
www.ContechES.com®
www.ContechES.com®
www.ContechES.com®
OUTLET
INLET
302
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
30
2
NO
R
T
H
De
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t
C
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R
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T
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P
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:
R:
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\
C
A
D
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FI
L
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N
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:
30
0
C
O
N
S
T
R
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C
T
I
O
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D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
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S
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R
:
3/
3
1
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2
0
1
6
4
:
5
9
P
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EM
E
R
S
O
N
R
O
A
D
S
T
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S
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W
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R
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S
T
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U
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T
I
O
N
P
R
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J
E
C
T
KEYMAP
NO SCALE
GENERAL NOTES
800
EXISTING LEGEND
BENCHMARK INFORMATION
Know what's below.
before you dig.Call
R
SHEET 302
PROPOSED LEGEND
MATCHLINE (THIS SHEET)
MATCHLINE (THIS SHEET)
LINE - STM 'A' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
10+00 11+00 12+00 13+00 14+00 14+75
83
9
.
1
9
83
9
.
1
8
83
8
.
8
6
83
8
.
9
9
83
8
.
9
0
83
8
.
8
8
83
8
.
7
1
83
8
.
3
3
83
8
.
4
8
83
8
.
2
3
83
7
.
9
6
83
7
.
8
3
83
7
.
8
6
83
7
.
4
4
83
7
.
1
7
83
7
.
3
5
83
7
.
1
0
83
6
.
9
1
83
7
.
0
3
83
7
.
0
0
∅
∅∅
LINE - STM 'A' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
15+00 16+00 17+00 17+75
83
7
.
0
0
83
6
.
8
8
83
7
.
1
0
83
6
.
8
7
83
6
.
8
4
83
6
.
8
6
83
7
.
0
4
83
7
.
1
0
83
7
.
2
6
83
7
.
2
8
83
7
.
0
5
83
7
.
3
6
83
7
.
4
0
∅∅∅∅
LINE - STM 'E' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
5+00 6+00 6+25
83
8
.
3
7
83
8
.
9
2
83
8
.
8
4
83
8
.
6
3
83
8
.
4
6
∅
∅∅
∅
∅
10+00
EMERSON ROAD
10+00
11+00 12+00 13+00 14+00
15+00
EMERSON ROAD
15+00 16+00
17+00
5+00
6+
1
0
6+
0
0
400
ST
O
R
M
S
E
W
E
R
PL
A
N
&
P
R
O
F
I
L
E
S
40
0
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l
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n
t
C
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&
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P
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:
R:
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:
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A
.
1
4
+
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5
(
S
E
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B
E
L
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)
MA
T
C
H
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I
N
E
S
T
A
.
1
4
+
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5
(
S
E
E
A
B
O
V
E
)
MATCHLINE STA. 17+75 (SEE SHEET 401 )
GENERAL NOTES
Know what's below.
before you dig.Call
R
LINE - STM 'A' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
18+00 19+00 20+00
83
7
.
4
0
83
7
.
6
1
83
7
.
5
2
83
7
.
5
0
83
7
.
7
9
83
7
.
8
5
83
7
.
9
6
∅
∅
LINE - STM 'B' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
20+00 21+00 22+00 23+00 23+25
83
7
.
0
0
83
8
.
4
2
83
9
.
1
1
83
9
.
5
5
83
9
.
5
6
83
9
.
6
7
83
9
.
8
1
84
0
.
2
7
84
0
.
6
3
84
0
.
6
4
84
0
.
8
0
84
1
.
1
6
∅
∅
S
19+26
18+00
19+00
19+26
20+00 22+9321+00 22+00
401
ST
O
R
M
S
E
W
E
R
PL
A
N
&
P
R
O
F
I
L
E
S
40
1
De
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n
t
C
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t
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Tr
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t
a
t
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&
DI
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T
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P
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H
:
R:
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\
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L
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:
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P
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S
.
d
w
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DA
T
E
/
U
S
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R
:
3/
3
0
/
2
0
1
6
7
:
0
7
P
M
/
Mk
a
l
b
e
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EM
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R
S
O
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R
O
A
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S
T
O
R
M
S
E
W
E
R
R
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C
O
N
S
T
R
U
C
T
I
O
N
P
R
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J
E
C
T
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
7
5
(
S
E
E
S
H
E
E
T
4
0
0
)
KEYMAP
NO SCALE
Know what's below.
before you dig.Call
R
GENERAL NOTES
LINE - STM 'C' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
30+00 31+00 32+00 33+00 33+25
83
6
.
9
5
83
6
.
1
6
83
6
.
3
8
83
6
.
6
9
83
6
.
7
3
83
6
.
9
3
83
7
.
1
5
83
7
.
3
2
83
7
.
2
3
83
7
.
4
2
83
7
.
6
1
83
7
.
5
6
∅
∅
∅∅∅
LINE - STM 'D' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
40+00 41+00 42+00 43+00 43+50
83
6
.
9
9
83
7
.
0
0
83
8
.
2
6
83
8
.
6
2
83
8
.
8
1
83
9
.
2
5
83
8
.
6
8
83
8
.
3
7
83
8
.
1
8
83
8
.
0
1
83
7
.
3
4
83
7
.
7
2
∅
∅
∅
∅∅
∅
∅
30+00 32+7931+00 32+00
40+00
42+88
41+00
42+00
402
ST
O
R
M
S
E
W
E
R
PL
A
N
&
P
R
O
F
I
L
E
S
40
2
De
v
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l
o
p
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n
t
C
o
n
s
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t
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Tr
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t
a
t
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&
DI
R
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C
T
O
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Y
P
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H
:
R:
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A
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\
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A
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\
P
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L
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A
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:
XX
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P
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A
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&
P
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I
L
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S
.
d
w
g
DA
T
E
/
U
S
E
R
:
3/
3
0
/
2
0
1
6
7
:
0
7
P
M
/
Mk
a
l
b
e
r
g
EM
E
R
S
O
N
R
O
A
D
S
T
O
R
M
S
E
W
E
R
R
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C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
Know what's below.
before you dig.Call
R
GENERAL NOTES
LINE - STM 'G' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
70+00 70+75
83
8
.
9
0
83
7
.
9
4
∅
∅
∅
∅
LINE - STM 'J' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
825
830
835
840
845
850
855
825
830
835
840
845
850
855
100+00 100+75
84
0
.
9
0
84
1
.
1
1
∅
∅
∅
∅
LINE - STM 'I' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
90+00 90+75
83
9
.
5
3
83
9
.
6
9
∅
∅
∅
LINE - STM 'H' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
80+00 80+75
83
7
.
2
4
83
7
.
8
7
∅
∅
LINE - STM 'L' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
120+00 120+75
83
7
.
3
1
83
6
.
8
1
∅
∅
∅
∅
LINE - STM 'M' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
130+00 130+75
83
5
.
7
8
83
6
.
1
9
∅
∅
E
M
E
R
S
O
N
R
O
A
D
70+00 70+45
EMERSON ROAD
80+00 80+47 90+00 90+32
100+00 100+32 130+00 130+47
120+00 120+35
403
ST
O
R
M
S
E
W
E
R
PL
A
N
&
P
R
O
F
I
L
E
S
40
3
De
v
e
l
o
p
m
e
n
t
C
o
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s
u
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t
a
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t
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p
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t
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&
DI
R
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C
T
O
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Y
P
A
T
H
:
R:
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\
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C
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K
-
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D
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D
R
A
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E
S
T
U
D
Y
\
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A
D
\
P
l
a
n
s
FI
L
E
N
A
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E
:
XX
X
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T
M
P
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A
N
&
P
R
O
F
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L
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S
.
d
w
g
DA
T
E
/
U
S
E
R
:
3/
3
0
/
2
0
1
6
7
:
0
7
P
M
/
Mk
a
l
b
e
r
g
EM
E
R
S
O
N
R
O
A
D
S
T
O
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M
S
E
W
E
R
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
Know what's below.
before you dig.Call
R
GENERAL NOTES
LINE - STM 'Q' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
170+00 170+75
83
6
.
5
7
83
6
.
5
0
∅
∅
∅
LINE - STM 'O' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
150+00 150+75
83
7
.
0
7
83
7
.
1
5
∅
∅
∅
LINE - STM 'P' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
160+00 160+75
83
6
.
8
6
83
6
.
4
4
∅
∅
∅
LINE - STM 'N' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
140+00 140+75
83
6
.
3
2
83
6
.
5
6
∅
∅
∅
E
M
E
R
S
O
N
R
O
A
D
160+00 160+35 170+00 170+38150+00 150+33140+00 140+32
LINE - STM 'S' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
190+00 190+75
83
7
.
0
3
83
7
.
0
2
∅
LINE - STM 'R' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
180+00 180+75
83
7
.
0
3
∅
190+00 190+40180+11
180+00
S
210+08
210+00
LINE - STM 'U' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
210+00 210+75
83
6
.
8
1
∅
www.ContechES.co
m®www.ContechE
S
.
c
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OUTL
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T
INLE
T
220+09
220+00
LINE - STM 'V' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
820
825
830
835
840
845
850
820
825
830
835
840
845
850
220+00 220+75
83
4
.
9
2
∅
404
ST
O
R
M
S
E
W
E
R
PL
A
N
&
P
R
O
F
I
L
E
S
40
4
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
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t
a
t
i
o
n
&
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
C
a
r
m
e
l
\
L
I
T
T
L
E
C
O
O
L
C
R
E
E
K
-
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M
E
R
S
O
N
D
R
D
R
A
I
N
A
G
E
S
T
U
D
Y
\
C
A
D
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
XX
X
S
T
M
P
L
A
N
&
P
R
O
F
I
L
E
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
3/
3
0
/
2
0
1
6
7
:
0
7
P
M
/
Mk
a
l
b
e
r
g
EM
E
R
S
O
N
R
O
A
D
S
T
O
R
M
S
E
W
E
R
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
Know what's below.
before you dig.Call
R
GENERAL NOTES
LINE - STM 'T' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
815
820
825
830
835
840
845
815
820
825
830
835
840
845
200+00 201+00 202+00 203+00 203+50
83
7
.
6
7
83
7
.
6
7
83
7
.
3
3
83
7
.
1
9
83
6
.
8
1
83
6
.
5
6
83
6
.
1
2
83
6
.
0
2
83
5
.
7
5
83
5
.
6
0
83
5
.
5
5
83
5
.
0
5
83
4
.
3
2
83
4
.
0
3
83
3
.
1
7
∅
∅
∅∅
∅
∅
S
www.ContechES.com
®
www.ContechES.
c
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m
®
www.ContechES.com
®
OUTLET
INLET
20
0
+
0
0
201+00
202+00
203+
0
0
230
+
0
0
LINE - STM 'W' HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
810
815
820
825
830
835
840
810
815
820
825
830
835
840
230+00 231+00 232+00 233+00 233+75
83
4
.
0
6
83
3
.
5
9
83
3
.
0
0
83
2
.
6
3
83
2
.
3
4
83
0
.
8
7
83
0
.
8
7
83
0
.
1
7
83
0
.
3
7
83
0
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4
7
83
1
.
4
0
83
1
.
8
6
83
1
.
1
0
83
0
.
0
7
83
0
.
0
0
∅
∅
230+00 233+74231+00 232+00 233+00
405
ST
O
R
M
S
E
W
E
R
PL
A
N
&
P
R
O
F
I
L
E
S
40
5
De
v
e
l
o
p
m
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n
t
C
o
n
s
u
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t
a
n
t
s
Tr
a
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p
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t
a
t
i
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&
DI
R
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C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
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\
C
a
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l
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L
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T
T
L
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C
O
O
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C
R
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K
-
E
M
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R
S
O
N
D
R
D
R
A
I
N
A
G
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S
T
U
D
Y
\
C
A
D
\
P
l
a
n
s
FI
L
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N
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:
XX
X
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T
M
P
L
A
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&
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L
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S
.
d
w
g
DA
T
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/
U
S
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R
:
3/
3
0
/
2
0
1
6
7
:
0
7
P
M
/
Mk
a
l
b
e
r
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EM
E
R
S
O
N
R
O
A
D
S
T
O
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M
S
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W
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R
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
Know what's below.
before you dig.Call
R
GENERAL NOTES
STORM
SEWER
STRUCTURE
TABLE
STR. DATA
STORM
SEWER
STRUCTURE
TABLE
STR. DATA
STORM
SEWER
STRUCTURE
TABLE
STR. DATA
STORM
SEWER
STRUCTURE
TABLE
STR. DATA
STORM
SEWER
STRUCTURE
TABLE
STR. DATA
STORM
SEWER
STRUCTURE
TABLE
STR. DATA
STORM SEWER
STRUCTURE
TABLE
STR. DATA
STORM SEWER
STRUCTURE
TABLE
STR. DATA
STORM SEWER
STRUCTURE
TABLE PIPES
STR. DATA
SANITARY SEWER
STRUCTURE TABLE
STR. DATA
600
ST
R
U
C
T
U
R
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D
A
T
A
T
A
B
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60
0
De
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l
o
p
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t
C
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s
u
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t
a
n
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p
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t
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T
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P
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R:
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\
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A
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d
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DA
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:
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P
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S
T
R
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C
T
I
O
N
P
R
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J
E
C
T
Know what's below.
before you dig.Call
R
300300
N
O
R
T
H
EXISTING LEGEND
D
I
R
E
C
T
O
R
Y
P
A
T
H
:
R
:
\
A
c
t
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\
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T
L
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C
O
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L
C
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E
K
-
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M
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R
S
O
N
D
R
D
R
A
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N
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T
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D
Y
\
C
A
D
\
P
l
a
n
s
F
I
L
E
N
A
M
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:
3
0
0
C
O
N
S
T
R
U
C
T
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N
D
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A
I
L
S
.
d
w
g
D
A
T
E
/
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S
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R
:
3
/
1
6
/
2
0
1
6
7
:
1
2
P
M
/
E
c
a
r
s
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n
MATCHLINE STA. 15+85 (SEE BELOW)
M
A
T
C
H
L
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N
E
S
T
A
.
1
5
+
8
5
(
S
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A
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1
9
+
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GENERAL NOTES
BE
N
C
H
M
A
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K
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F
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M
A
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I
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N
Kn
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w
w
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PROPOSED LEGEND
Lo
c
a
t
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1
4"
W
a
t
e
r
M
a
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n
Co
v
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r
=
3
3
"
TO
P
W
a
t
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r
M
a
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n
=
8
3
6
.
0
3
IN
V
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a
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a
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n
=
8
3
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7
0
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M
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t
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6
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Se
p
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0
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3
4
'
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.
Lo
c
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t
i
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n
2
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W
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n
(
a
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=
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TO
P
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n
=
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3
3
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6
IN
V
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a
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n
=
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(
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)
ST
M
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3
0
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2
4
ST
M
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V
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s
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8
2
8
.
7
4
Se
p
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r
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t
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n
=
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.
8
9
'
No
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n
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p
a
t
e
d
v
e
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t
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c
a
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c
o
n
f
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c
t
.
Lo
c
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t
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o
n
3
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W
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M
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n
(
a
s
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m
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)
Co
v
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=
5
0
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TO
P
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t
e
r
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a
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n
=
8
3
3
.
4
5
IN
V
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n
=
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3
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(
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s
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)
ST
M
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P
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ST
M
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p
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'
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c
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p
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t
e
d
v
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r
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c
a
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f
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t
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c
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t
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M
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n
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a
s
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)
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r
M
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n
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V
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r
M
a
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n
=
8
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1
.
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(
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s
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t
h
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w
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5
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W
a
t
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r
M
a
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n
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a
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Cover
=
5
0
"
TOP
W
a
t
e
r
M
a
i
n
=
8
3
1
.
5
5
INV
W
a
t
e
r
M
a
i
n
=
8
3
1
.
2
2
(
a
s
s
u
m
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d
)
STM
B
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P
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W
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t
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r
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s
s
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g
=
8
3
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4
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STM
I
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V
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W
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t
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.
9
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(
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)
No
v
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t
i
c
a
l
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.
Potential
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Lo
c
a
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n
6
6"
W
a
t
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r
M
a
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n
(
a
s
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)
Co
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=
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(
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)
TO
P
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a
t
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r
M
a
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n
=
8
3
1
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8
(
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IN
V
W
a
t
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a
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n
=
8
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0
.
9
8
(
a
s
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)
ST
M
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5
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M
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=
8
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p
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3
7
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s
t
h
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l
e
w
a
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.
Lo
c
a
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n
7
4"
W
a
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r
M
a
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n
Co
v
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r
=
6
4
"
TO
P
W
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r
M
a
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n
=
8
3
1
.
4
5
IN
V
W
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M
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n
=
8
3
1
.
1
2
No
a
n
t
i
c
i
p
a
t
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d
v
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c
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.
Po
t
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t
i
a
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H
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c
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8
4"
W
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Co
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=
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3
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TO
P
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n
=
8
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1
.
7
0
IN
V
W
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M
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n
=
8
3
1
.
3
7
No
a
n
t
i
c
i
p
a
t
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d
v
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.
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t
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Lo
c
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n
9
4"
W
a
t
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r
M
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n
(
a
s
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d
)
Co
v
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r
=
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4
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(
a
s
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)
TO
P
W
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t
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r
M
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n
=
8
3
2
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IN
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n
=
8
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t
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.
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T
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P
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KEYMAPSHEET 301 SHEET 301
M
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C
H
L
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N
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S
T
A
.
1
9
+
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0
(
S
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EMERSON ROAD
BENCHMARK INFORMATION
Kn
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w
w
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s
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EXISTING LEGENDGENERAL NOTES PROPOSED LEGEND
Lo
c
a
t
i
o
n
2
4"
W
a
t
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r
M
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n
(
a
s
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d
)
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v
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=
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TO
P
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n
=
8
3
3
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4
6
IN
V
W
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n
=
8
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3
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3
(
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)
ST
M
T
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P
@
W
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0
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4
ST
M
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V
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2
8
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4
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p
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r
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=
2
.
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9
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No
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n
t
i
c
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p
a
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d
v
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c
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.
Lo
c
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3
4"
W
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M
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n
(
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d
)
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=
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TO
P
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n
=
8
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3
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4
5
IN
V
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3
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2
(
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M
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M
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8
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No
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t
i
c
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p
a
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d
v
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c
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t
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c
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1
1
6"
W
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r
M
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n
Co
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r
=
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5
"
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P
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=
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3
5
.
4
8
IN
V
W
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r
M
a
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n
=
8
3
4
.
9
8
No
a
n
t
i
c
i
p
a
t
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d
v
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r
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c
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c
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1
2
6"
W
a
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M
a
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n
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=
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8
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TO
P
W
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n
=
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3
6
.
9
0
IN
V
W
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r
M
a
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n
=
8
3
6
.
4
0
No
a
n
t
i
c
i
p
a
t
e
d
v
e
r
t
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c
a
l
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c
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Lo
c
a
t
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n
1
4
6"
W
a
t
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r
M
a
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n
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v
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r
=
4
9
"
TO
P
W
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r
M
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n
=
8
3
3
.
2
8
IN
V
W
a
t
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r
M
a
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n
=
8
3
2
.
7
8
No
a
n
t
i
c
i
p
a
t
e
d
v
e
r
t
i
c
a
l
c
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f
l
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t
.
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t
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t
i
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t
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l
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n
f
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t
.
Lo
c
a
t
i
o
n
1
3
6"
W
a
t
e
r
M
a
i
n
Co
v
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r
=
5
5
"
TO
P
W
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t
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r
M
a
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n
=
8
3
2
.
4
7
IN
V
W
a
t
e
r
M
a
i
n
=
8
3
1
.
9
7
No
a
n
t
i
c
i
p
a
t
e
d
v
e
r
t
i
c
a
l
c
o
n
f
l
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t
.
Po
t
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n
t
i
a
l
h
o
r
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t
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l
c
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n
f
l
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t
.
Lo
c
a
t
i
o
n
5
4"
W
a
t
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r
M
a
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n
(
a
s
s
u
m
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d
)
Co
v
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r
=
5
0
"
TO
P
W
a
t
e
r
M
a
i
n
=
8
3
1
.
5
5
IN
V
W
a
t
e
r
M
a
i
n
=
8
3
1
.
2
2
(
a
s
s
u
m
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d
)
ST
M
B
O
P
@
W
a
t
e
r
C
r
o
s
s
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n
g
=
8
3
2
.
4
7
ST
M
I
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V
@
W
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t
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C
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o
s
s
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n
g
=
8
3
2
.
6
9
Se
p
a
r
a
t
i
o
n
=
0
.
9
2
'
(
a
s
s
u
m
e
d
)
No
v
e
r
t
i
c
a
l
c
o
n
f
l
i
c
t
a
n
t
i
c
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p
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d
.
Po
t
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n
t
i
a
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H
o
r
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o
n
t
a
l
c
o
n
f
l
i
c
t
Lo
c
a
t
i
o
n
6
6"
W
a
t
e
r
M
a
i
n
(
a
s
s
u
m
e
d
)
Co
v
e
r
=
5
4
"
(
a
s
s
u
m
e
d
)
TO
P
W
a
t
e
r
M
a
i
n
=
8
3
1
.
4
8
(
a
s
s
u
m
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d
)
IN
V
W
a
t
e
r
M
a
i
n
=
8
3
0
.
9
8
(
a
s
s
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m
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d
)
ST
M
B
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P
@
W
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t
e
r
C
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s
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g
=
8
3
1
.
8
5
ST
M
I
N
V
@
W
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t
e
r
C
r
o
s
s
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n
g
=
8
3
2
.
1
0
Se
p
a
r
a
t
i
o
n
=
0
.
3
7
'
No
t
e
s
t
h
o
l
e
w
a
s
p
e
r
f
o
r
m
e
d
b
e
c
a
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s
e
wa
t
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a
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n
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c
a
t
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d
i
n
d
r
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v
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l
a
n
e
.
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t
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n
t
i
a
l
v
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r
t
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c
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f
l
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i
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s
.
Lo
c
a
t
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n
1
0
No
v
e
r
t
i
c
a
l
o
r
ho
r
i
z
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n
t
a
l
c
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f
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e
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p
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r
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b
m
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t
a
l
.
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N
O
R
T
H
EXISTING LEGEND
D
I
R
E
C
T
O
R
Y
P
A
T
H
:
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:
\
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c
t
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D
\
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l
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M
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:
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.
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w
g
D
A
T
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E
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1
6
7
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2
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M
A
T
C
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N
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S
T
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+
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(
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T
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0
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)
GENERAL NOTES
BE
N
C
H
M
A
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K
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N
F
O
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M
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T
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Kn
o
w
w
h
a
t
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PROPOSED LEGEND
Lo
c
a
t
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n
1
4"
S
t
e
e
l
G
a
s
M
a
i
n
Co
v
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r
=
3
6
"
(
a
s
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d
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P
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a
s
M
a
i
n
=
8
3
5
.
6
5
(
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s
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IN
V
G
a
s
M
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=
8
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ST
M
T
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=
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M
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ITB-2
1.5. The Unit Cost Schedule included as “Part 3” in Section 5.3.1 hereof is to be completed
for the Project Bid. The construction completion time is shown in Technical Specification
paragraph TS 2 and is as follows:
Project Start Date:
Start Date:
Anticipated Notice to Proceed – On or before April 20, 2016 May 4,
2016
Final Project Completion Date:
Completion Date: 90 days from the Notice to Proceed.
2. DEFINITIONS
The following definitions shall apply to these Instructions To Bidders (ITB):
2.1. Bidder - Any person or entity who submits a Bid.
2.2. Bid - A written proposal submitted by a Bidder as part of the form prescribed herein
offering to perform and complete the Work and to fulfill all other requirements of the
Contract Documents for one or more specified prices.
2.3. Bid Documents - All Documents and completed forms required to be submitted by a
Bidder with and as integral parts of a Bid Submission, whether or not included as sample
forms assembled in the Project Manual of which these Instructions To Bidders are a part.
Such Bid Documents are listed and more fully described in ITB Section 5.3 hereof.
2.4. Bid Date - The date when Bids are to be received, opened and publicly read aloud as
established by the Notice To Bidders as may be modified by Addenda.
2.5. Bid Submission - All Documents presented by a Bidder for receipt and opening on the
Bid Date.
2.6. Contract Documents - The Agreement and any exhibits thereto (sometimes referred to as
“Contract”), Addenda (which pertain to the Contract Documents), Instructions to
Bidders, Advertisement, Notice to Bidders, Contractor’s Bid (including Documentation
accompanying the Bid and any post-Bid Documentation submitted prior to the Notice of
Award), Notice to Proceed, the Bonds, the Standard General Conditions, the Additional
Requirements Section, any supplemental conditions, the Specifications and the Drawings
as the same are more specifically identified in the Agreement.
2.7. ENGINEER - The City of Carmel, acting by and through its Board of Public Works and
Safety.
2.8. OWNER - The City of Carmel acting by and through its Board of Public Works and
Safety and the Department of Engineering.
TS-1
TECHNICAL SPECIFICATIONS
TS 1 GOVERNING DOCUMENTS
The applicable sections of the following documents shall apply except as modified
elsewhere herein:
1) Indiana Department of Transportation (INDOT) Standard Drawings and Standard
Specifications – 2014.
2) INDOT Supplemental Specifications
3) City of Carmel - Standards for Construction of Required Improvements
Unless otherwise specified within the Contract Documents, whenever any specification,
standard, reference material, manual or other similar document is incorporated by
reference into any of the contract documents, it shall be deemed to be the latest edition of
said item including any and all supplemental addendum, which was in effect on the date
of the bid opening for this project.
TS 2 COMPLETION DATES AND LIQUIDATED DAMAGES
Final Project Completion: Ninety (90) calendar days from the issuance of the
Notice to Proceed.
It is anticipated that the Notice to Proceed for the project will be issued on, or before,
April 20, 2016 May 4, 2016. Construction and or material ordering can begin
immediately after the Notice to Proceed has been issued. All road closures must meet the
requirements of TS 15.
Liquidated damages of $1000.00 per calendar day will be charged for failure to complete
all Project 16-02 contract work within the contract time. Additional liquidated damages
of $1000.00 per calendar day will be charged for failure to complete any Project 16-02
road closures within the road closure times indicated in the Contract Documents.
TS 3 PROJECT PHASING
The CONTRACTOR shall complete work in accordance with the following Phasing
Plan, and as indicated in the Project 16-02 Contract Documents:
PHASE I: Installation of all work associated with the connection to the Monon
Sewer, underground detention system, outlet structure (Str. #55), stubs
into the underground detention system, and the diversion structure (Str.
#53A and 53B) and all work associated with the existing building
demolition including building demolition sidewalk, steps, railings, walls,
foundations, as. DURATION = 20 days
TS-11
damaged. If any of these structures are damaged, the CONTRACTOR shall be required
to repair them at his own expense.
Yard tile encountered and affected by the scope of work specified within the Contract
Documents shall be given a positive outlet. Any tile damaged by the CONTRACTOR's
operations shall be replaced by the CONTRACTOR at his own expense.
TS 14 RIGHT-OF-WAY CLEARING
Clearing Right-of-Way shall be in accordance with the requirements of Section 201.
Cavities formed by the removal of shrubs, trees and/or stumps and located outside of
proposed pavement areas shall be backfilled and compacted with approved material.
Such compaction shall comply with Section 211.04. The top six (6) inches of the
backfilled area shall be topsoil in accordance with TS 23.
The cost of tree and stump removal, landscape and fence removal, and all other removals
required to install the proposed improvements, and any other items within the right-of-
way that are not paid for in other pay items, or as directed by the ENGINEER, will not be
paid for directly, but shall be included in the lump sum price for Clearing Right-of-Way.
The cost of all existing street pavement removal, asphalt driveway and parking lot
removal, concrete drive removal, and gravel drive removal will not be paid for directly,
but shall be included in the cost of other items.
The cost of all required pipe removal, storm and sanitary, and all storm structures
necessary for the installation of the proposed improvements and as indicated on the plan,
or at the direction of the ENGINEER, will not be paid for directly, but shall be included
in the cost of other items.
The cost of all required pavement removal, casting removal and concrete barrel/section
removal required for the capping and filling of structures and pipes as indicated on the
plans, or at the direction of the ENGINEER, will not be paid for directly, but shall be
included in the cost of other items.
All landscaping features, blocks, bricks, decorative stones, bird baths, statues,
decorations, potted plants, etc. are to be salvaged per the homeowner’s direction in order
to be reset by the homeowner. The CONTRACTOR shall coordinate with the homeowner
on which items are to be salvaged prior to removal of the landscaped areas.
TS 15 MAINTAINING TRAFFIC
Maintenance of traffic shall be the sole responsibility of the CONTRACTOR. Access and
traffic to all businesses, residences, for all postal deliveries and all emergency traffic such
as police, fire, medical, etc. within the project limits, shall be maintained at all times.
Unless otherwise directed, or permitted, the work specified shall be arranged and
prosecuted in accordance with all applicable provisions of Sections 104.04, 107, 801 and
as set out in INDOT Standard Specifications.
TS-12
The names and telephone numbers of the CONTRACTOR'S superintendent and one
other responsible employee shall be furnished at the pre-construction conference. These
employees shall be on call and available at nights, weekends, or during other non-
working periods to repair or replace all traffic control devices, which may become
damaged or inoperative.
In the event the CONTRACTOR desires not to perform traffic maintenance in
accordance with the sequence of operations as called for within the Contract Documents,
CONTRACTOR shall submit his alternate plan in writing to the ENGINEER and obtain
acceptance at least 1 week prior to the commencement of any construction activities.
There will be two road closures required for this project. One of the road closures will be
a full closure on 3rd / 4th Avenue SW from Industrial Drive to 2nd Street SW, which will
be Phase II of the project (refer to TS-3 Project Phasing) for the sanitary sewer relocation
and a portion of the storm sewer installation. The other will be a road closure to thru-
traffic on Emerson Road from Sherman Drive to 4th Ave. SW, on York Drive and on Park
Lane, which will be Phase III of the project.
There will also be a temporary closure to the Monon Trail for this project. This closure
will be Phase I of the project (refer to the TS-3 Project Phasing) for the storm sewer
installation and connection to the Monon Storm Sewer. Coordination shall be completed
with the OWNER and ENGINEER prior to any disturbance to the Monon Trail to
determine if any detours, construction signage, or temporary trail pavement will be
necessary. The cost of all work associated with advance notification signage,
construction and detour signage, and any temporary pavement or other maintenance of
traffic measures necessary to maintain access to the Monon Trail throughout the entirety
of the project will not be paid for directly, but shall be included in the lump sum cost of
Maintenance of Traffic.
There will also be a temporary Monon Trail bypass installed to maintain Monon Trail
connectivity during Phase I of the project (refer to the TS-3 Project phasing) for the storm
sewer installation and connection to the Monon Sewer. This work shall include placing
and maintaining temporary barrels, barricades, advance notification signage, or other
maintenance of traffic measures necessary to maintain access to the Monon Trail through
the entirety of the project. The cost for this work will not be paid for directly, but shall be
included in the lump sum cost of Maintenance of Traffic.
The required street closures for the project shall in accordance with the Construction
Plans and Project 16-02 Contract Documents. The CONTRACTOR shall post an
advance closure construction sign that notifies the traveling public of a road closure and
the duration of the closure at least 14 days in advance of the road closure, unless
otherwise approved by the ENGINEER. The advance closure construction sign legend
shall generally state that the named road or street will be closed on or after a specific date
for a number of days. The signs shall be placed as shown on the plans of as directed by
the ENGINEER.
The required temporary Monon Trail closure bypass for the project shall be in accordance
with the Construction Plans and Project 16-02 Contract Documents. The
CONTRACTOR shall post an advance closure notification construction sign that notifies
the public of the Monon Trail closure and the duration of the closure at least 14 days in
TS-13
advance of the Monon Trail closure bypass, unless otherwise approved by the
ENGINEER.
The allowable duration of road closures and trail closures for this project are as follows:
PHASE I:
- Monon Trail Closure Bypass – 5 days
PHASE II:
- 3rd / 4th Avenue SW Closure - 20 days
PHASE III:
- Emerson Road Closure - 50 days
- Park Lane Closure - 50 days
- York Drive - 50 days
Should the CONTRACTOR propose an additional street closure, he shall submit a
written request to the ENGINEER for review and acceptance at least 2 weeks prior to the
planned closure. The ENGINEER will give written notification of the acceptance or
denial of any maintenance of traffic proposals and, if approved, will inform the City of
Carmel, which will give notice to all public agencies and businesses within the project
area. The failure to accept the request, as long as the decision is reasonable, shall not
entitle the CONTRACTOR to an extension in contract time or to an increase in contract
price.
Open trenches, if permitted by the ENGINEER, shall be spanned per current OSHA
requirements and with the concurrence of the ENGINEER.
Any trenching areas adjacent to a sidewalk shall be barricaded.
The CONTRACTOR shall be prepared to have all construction signs erected for the
project as specified by the ENGINEER.
All temporary traffic control devices including but not limited to advance warning signs,
flagger stations, channelizing devices, temporary stone and steel plates to maintain
access, etc. shall include all labor, equipment, materials, adjustments, etc. necessary for
the maintenance of traffic as called for within the Contract Documents, or as permitted by
the ENGINEER shall be included in the lump sum price for ‘Maintenance of Traffic’, as
set out in the itemized proposal.
The advance closure construction signs shall be in accordance with Section 801 of the
INDOT Standard Specifications and shall be included in the cost for Maintenance of
Traffic.
CONTRACTOR is to utilize the typical MOT layout as specified in the plans when work
operations warrant closing one lane. Flagging operations shall be provided by the
CONTRACTOR per the MUTCD for one lane traffic. Materials required for operations
shall be removed from the roadway by the CONTRACTOR at the end of each day of
operations. The CONTRACTOR shall maintain vehicular movement and establish an
acceptable bridge to span all open cuts for street crossings by using temporary stone, steel
plates, or a method approved by the ENGINEER. CONTRACTOR must establish
acceptable vehicular bridging prior to beginning work on the opposite lane. If temporary
TS-14
backfill is used to bridge street cut gaps, the material must be removed and the applicable
material shall be placed per the City of Carmel Standard Drawing 10-20 “Street Cut
Repair Detail” as shown on the plans.
CONTRACTOR is to coordinate with the ENGINEER and the City of Carmel for
schedules of other projects under construction at the same time, specifically project “16-
SW-12 – Carmel View Drainage Improvements”, for any MOT concerns and
coordination, including but not limited to proposed detour overlaps, detour routes under
construction, determining alternate detour routes or MOT setup. CONTRACTOR shall
submit a written request to the ENGINEER for review and acceptance for any detour
route or MOT revisions. The ENGINEER will give written notification of the acceptance
or denial of any maintenance of traffic proposals, and if approved, will inform the City of
Carmel, which will give notice to all public agencies and businesses within the project
area. The failure to accept the request, as long as the decision is reasonable, shall not
entitle the CONTRACTOR to an extension in contract time or to an increase in contract
price.
TS 16 CONSTRUCTION ENGINEERING
This work shall include all construction layout work for the project. Construction
Engineering for the project will be provided by the City of Carmel. The CONTRACTOR
shall provide a minimum of 48 hours of advance notice when Construction Engineering
is required.
It shall be the responsibility of the CONTRACTOR to complete the verification of the
elevations and measurements of all points where new construction is to match existing
conditions prior to the commencement of any construction activities. This work will not
be paid for directly, but shall be included in the cost of other items.
TS 17 UNDISTRIBUTED ITEMS
Quantities of undistributed items needed in addition to those shown on the itemized
proposal and approved by the ENGINEER will be paid for at the contract unit price for
the quantity used on the project. There shall be no adjustment in the contract unit price if
quantities are less than those shown on the itemized proposal and the item can be deleted
entirely without impact to the contract amount. All work involving undistributed items
shall be performed only at the direction of the ENGINEER.
TS 18 OPEN BURNING OF NATURAL GROWTH
Open burning of natural growth is not permitted on this contract.
TS 19 STREET CLEANING
The CONTRACTOR shall provide effective dust control throughout the project. Vacuum
sweepers shall be used for all street cleanings. Vacuum sweeping shall be performed
prior to the pre-final meeting as directed by the ENGINEER.
TS-21
All existing concrete manholes/inlets shall be core drilled as specified by the
ENGINEER. All breaking into manhole/inlet, pipe, concrete, etc. required for
construction of the sewer shall be included in the cost of other items.
TS 38 PAYMENT FOR DRIVES
When the existing drive is concrete or asphalt, the existing drive shall be sawed at the
proposed locations or at locations as directed by the ENGINEER. No direct payment
shall be made for the saw cutting or removal of any type of drive, but the cost thereof
shall be included in the cost of other items.
TS 40 HMA SURFACE, 9.5mm, 1.5”
This work shall consist of the work necessary to replace street cut areas that were
excavated to install the proposed storm improvements and the installation of the
temporary Monon Trail bypass. The replacement materials will match back into the
existing grades as shown on the plans or as directed by the ENGINEER.
The costs for material, delivery, placement, compaction, labor, equipment, and any
necessary incidentals with HMA surface installation for street cut and asphalt drive repair
shall be included in the unit cost for HMA Surface, 9.5mm, 1.5”, Storm Sewer or HMA
Surface, 9.5 mm, 1.5”, Sanitary Sewer per ton of material. The removal and disposal of
existing pavement will not be paid for directly; rather, shall be included in the cost of
other items.
An asphalt tack coat shall be applied between each course of HMA material or as
directed by the ENGINEER. Asphalt tack coat shall also be applied in areas of asphalt
street cut repair and driveway patching repair where HMA Surface is installed on a
concrete slab.
Prevailing Specifications: INDOT 401, 402
Additions:
The HMA surface course shall not be placed until all new pavement areas within the
project limits, including mainline, approaches and areas of incidental construction,
have been completed and are ready, in the opinion of the ENGINEER, for the HMA
surface course.
TS 41 HMA INTERMEDIATE, 19.0mm, 2.5”
This work shall consist of the work necessary to replace the parking lot cut areas that
were excavated to install the proposed storm improvements through the Indiana Bell
Telephone Company’s parking lot (Parcel #16-09-25-04-05-001.000).
The costs for material, delivery, placement, compaction, labor, equipment, and any
necessary incidentals with HMA intermediate installation for parking lot cut repair shall
be included in the unit cost for HMA Intermediate, 19.0mm, 2.5”, Storm Sewer per ton of
material. The removal and disposal of existing pavement will not be paid for directly;
rather, shall be included in the cost of other items.
TS-24
The costs for concrete, excavations, removal of material, labor, equipment, backfill
material, joint placement, any bed course material used for leveling, preparation of a
compacted subgrade, and any necessary incidentals with concrete curb installation shall
be included in the cost of ‘Curb Removal and Replacement’.
When unsuitable material prevents achieving the desired compaction, these areas shall be
excavated and replaced with Compacted Aggregate Base, No. 53 to the desired
compaction at the direction of the ENGINEER. The costs for excavation, material,
placement, and compaction shall be included in the pay item Compacted Aggregate Base,
No. 53.
TS 48 REMOVE AND RESET FENCE
The removal and resetting of fence as shown in the plans or as directed by the
ENGINEER will be paid for under the “Remove and Reset Fence” item. The
CONTRACTOR shall be responsible for maintaining and storing all fence items that are
removed from their respective places during construction. Any sign, post, hardware, etc.
damaged after the fence has been removed shall be replaced and paid for by the
CONTRACTOR before being reset at the end of the project.
TS 49 COMPACTED AGGREGATE FOR DRIVEWAYS
This work shall consist of the work necessary to replace gravel drive approaches that
were excavated to install the proposed storm improvements. The replacement materials
will match back into the existing grades as shown on the plans or as directed by the
ENGINEER.
The costs for material, delivery, placement, and compaction of the compacted aggregate
for gravel drives shall be paid for with the item Compacted Aggregate for Driveways per
ton of material. The removal and disposal of existing gravel drive material shall not be
paid for directly; rather, shall be included in the cost of other items.
TS 50 COMPACTED AGGREGATE, NO. 53 STONE
This work shall consist of the work necessary to install compacted base material for the
replacement of the concrete drive approaches that were excavated to install the proposed
storm improvements, compacted base material for the replacement of the parking lot cut
that were excavated to install the proposed storm improvements through the Indiana Bell
Telephone Company’s parking lot (Parcel #16-09-25-04-05-001.000) and the temporary
Monon Trail bypass.
The costs for material, delivery, placement, and compaction of the compacted aggregate
for the replacement of concrete drives and parking lot and shall be paid for with the item
Compacted Aggregate for Driveways per ton of material. The removal and disposal of
existing concrete drives and parking lot material shall not be paid for directly; rather,
shall be included in the cost of other items.
BID-4
PART 3
CONTRACT ITEMS AND UNIT PRICES
[This Part to be used only for Bidding on
Unit Price Contracts for the Contract Items shown]
Base Bid Itemized Proposal
(16-02) Emerson Road Storm Sewer Reconstruction
STORM SEWER
Item # Item Quantity Unit Unit Cost Total Cost
1
Mobilization / Demobilization, Storm
Sewer 1 LS
2 Maintenance of Traffic, Storm Sewer 1 LS
3 Clearing Right of Way, Storm Sewer 1 LS
4
Curb Removal and Replacement,
Storm Sewer 250 LFT
5
Sidewalk Remove and Replace, Storm
Sewer 35 SYS
6
Curb Ramp Remove and Replace,
Storm Sewer 21 SYS
7 Sign, Remove and Reset 4 EA
8 Fence, Remove and Reset 72 LFT
9
Remove and Reset, 3" Caliper Tree
(437 Emerson Rd.) 1 EA
10 PCCP for Drive Patching - 6" 170 SYS
11
Concrete Cap for Street Cut Repair -
12", Storm Sewer 320 SYS
12
Flowable Fill for Street Cut Repair,
Storm Sewer 325 CYS
13
HMA Surface, 9.5 mm, 1.5", Storm
Sewer 50 TON
14
HMA Intermediate, 19.0 mm, 2.5",
Storm Sewer 10 TON
15 Compacted Aggregate, No. 53 Stone 147 TON
16 Compacted Aggregate for Driveways 20 TON
17 8" PVC 26 LFT
18 12" RCP 939 LFT
19 15" RCP 414 LFT
20 24" RCP 221 LFT
21 30" RCP 523 LFT
22 36" RCP 607 LFT
BID-5
23 Inlet, Type 'J'/'M' 14 EA
24 Inlet, Type 'E' 2 EA
25 Inlet, Type 'B'/'C' 2 EA
26 Manhole, Type 'C' 16 EA
27 Manhole, Type 'J' 11 EA
28 Manhole, Type 'K' 4 EA
29 Manhole, Type 'K', Doghouse 1 EA
30 Stormwater Quality Unit 1 EA
31 Underground Detention System 1 LS
32
Mechanically Core Existing Structure,
Storm 2 EA
33 Structure Backfill for Storm Sewer 3544 CYS
34 Topsoil (undistributed) 762 CYS
35 Mulched Seeding, Storm Sewer 4571 SYS
36 EC Measures 1 LS
37
Flowable Fill for Existing Storm
Sewer 40 CYS
38 Cap Existing Pipe, Storm Sewer 14 EA
39
36" Red Valve CheckMate Slip-In
Tideflex Inline Check Valve 1 EA
40 Existing Building Demolition 1 LS
Storm Sewer Subtotal
SANITARY SEWER
41
Mobilization / Demobilization,
Sanitary Sewer 1 LS
42
Maintenance of Traffic, Sanitary
Sewer 1 LS
43
Clearing Right of Way, Sanitary
Sewer 1 LS
44
Curb Removal and Replacement,
Sanitary Sewer 80 LFT
45
Sidewalk Remove and Replace,
Sanitary Sewer 4 SYS
46
Curb Ramp Remove and Replace,
Sanitary Sewer 14 SYS
47
Concrete Cap for Street Cut Repair -
12", Sanitary Sewer 350 SYS
48
Flowable Fill for Street Cut Repair,
Sanitary Sewer 752 CYS
BID-6
49
HMA Surface, 9.5 mm, 1.5", Sanitary
Sewer 30 TON
50 Sanitary Manhole, Type 1 1 EA
51 Sanitary Manhole, Doghouse 1 EA
52
15" SDR 26 Sanitary Sewer (12' - 14',
including backfill) 419 LFT
53
Mechanically Core Existing Structure,
Sanitary 1 EA
54 Cap Existing Pipe 1 EA
Sanitary Sewer Subtotal
Total Itemized Proposal
E-VERIFY PROGRAM
Pursuant to Indiana Code 22-5-1.7-11, the Vendor is required to enroll in and verify the work
eligibility status of all newly hired employees through the E-Verify program. The Vendor is not
required to verify the work eligibility status of all newly hired employees through the E-Verify program if the E-Verify program no longer exists.
The individual person(s) executing this Agreement, being first duly sworn, depose(s), state(s)
and affirms the following:
1. The Vendor does not knowingly employ an unauthorized alien.
2. The Vendor, prior to entering into this Agreement, has enrolled and is participating in the E-Verify program.
The Vendor shall provide documentation to the administrator of the Hamilton County
Community Development Block Grant Program and the City that the Vendor has enrolled and is
participating in the E-Verify program.
Vendor: __________________
Written Signature:
Printed Name:
Title:
Important - Notary Signature and Seal Required in the Space Below
STATE OF _____________________
SS:
COUNTY OF ____________________
Subscribed and sworn to before me this ______ day of _____________________,
20 ___.
My commission expires: _________ (Signed)____________________________
Printed:_____________________________
Residing in ___________________ County, State of______________________