United Consulting Engineers, Inc/Eng/Adl Serv #1a/69,500/Range Line Road from 136th Street to US 31 - Supplemental Work ItemsUnited Consulting Engineers, Inc.
Engineering Department- 2017
Appropriation # 2016 COIT Bond Fund; P.O. #33756
Contract Not To Exceed $69,500.00
ADDITIONAL SERVICES AMENDMENT TO
AGREEMENT FOR PROFESSIONAL SERVICES
THIS AMENDMENT TO THE AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") entered into
by and between the City of Carmel and United Consulting Engineers, Inc. (the "Professional'), as City Contract dated
June 1, 2016 shall amend the terms of the Agreement by adding the additional services to be provided by
Professional consistent with the Scope of Work attached hereto and incorporated herein as Exhibit "A", The terms
and conditions of the Agreement shall not otherwise be affected by this Additional Services Amendment and shall
remain in full force and effect.
IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment as follows:
CITY OF CARMEL, INDIANA
by and through its Board of Public
Works and .Safety
am
Lori S. Watson, Member
IS:'Cwmn,VlofS.o h Cw.fs S.-ntEv,inrtin5littl7W iuiN C.v,oUivC ASA 41A.d-.1rkVJ017 1U -'(, A.111
United Consulting Engineers, Inc.
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Printed Name
Title
FID/TIN: �S — 11C)
Last Four of SSN1 if Sole Proprietor:
Date: l 2�7 Zv 1
01'41�OL
Item 1— Stream and Culvert Relocation
The original scope of work included review of the hydraulic conditions of Little Cool Creek at
Rangeline Road with an overall goal of eliminating roadway overtopping. A hydraulic model was
evaluated based on DNR requirements. This modeling revealed that the Little Cool Creek
channel and Rangeline Road bridge are sufficient to contain the base 100 -year storm event
without over -topping the banks upstream of the bridge. However, an unnamed tributary drains
into Little Cool Creek originating west of US 31, crossing US 31 and traversing through the
cemetery into a pipe that drains into Little Cool Creek upstream of the bridge. This pipe is
undersized for the existing drainage flows, causing backwater. Further, when flood elevations
rise in Little Cool Creek, water backs up through this existing pipe and overtops Rangeline Road
north of the bridge.
Because the backup in this pipe is considered ineffective flow in the DNR hydraulic model, raising
the elevation of Rangeline Road above the flood elevation can be permitted through the DNR.
However, while raising the roadway will eliminate overtopping, it will also cause additional
backwater on upstream properties. This additional backwater must be mitigated. As such, a new
box culvert will be constructed that eliminates the existing pipe connection to the upstream side
of the bridge, putting the outfall at a more hydraulically beneficial location, downstream of the
bridge. The box culvert will be adequately sized to bring the backwater caused by raising the
road back down to existing elevations. This solution will eliminate roadway overtopping and
excessive backwater on upstream properties for the 100 -year storm event.
To implement this solution and to account for the additional hydrologic and hydraulic analyses
completed to date, we are requesting additional fees. The following details the scope changes
necessitating this increase in preliminary engineering fees.
Topographic Survey:
Additional survey was acquired upstream of the existing pipe for the unnamed tributary to re -
grade and armor the channel and to design the inlet to the new rbox culvert. Exhibit 1 depicts the
additional survey area.
Geotechnical Investigation:
Two additional borings are required to define the subsurface conditions for the proposed culvert.
Regulatory Permits:
The original permitting scope only included impacts to Little Cool Creek as a preliminary estimate
of what the ultimate hydraulic solution would require. These estimated minimal improvements
could be permitted using State Form 51937 (R4 15-15); IDEM's Section 401 WQC Regional
General Permit Notification Form. Now that the hydraulic solution includes modifications to the
unnamed tributary along the west side of Rangeline Road, including relocation of the centerline
of the stream, the project will require Section 401 permitting using State Form 51821 (R2 111-
15); Application for Authorization to Discharge Dredged or Fill Material to Isolated Wetlands
and/or Waters of the State.
Culvert Hydrology and Hydraulics:
The original scope did not account for completing separate culvert hydrology and hydraulic
design. However, hydrology and hydraulic design is required to properly size the proposed
culvert.
"EXHIBrr A_�
Culvert Desiqn and Plans:
Implementation of the new culvert will require additional design effort. New detail plan sheets will
be required for the box culvert, the sump and backfill condition, the wing walls, and the channel
re -grading and armoring. Four additional plan sheets are anticipated. Additional specifications
and quantities will be required.
Waters of the US Report
The impacts to the unnamed tributary will also require the completion of a Waters of the US Report
to verify the absence or presence of jurisdictional features.
Man-hour justifications are included for your use. The following is a summary of the requested
supplemental fees for this item:
Item Description Supplemental Fee
TopographicSurvey...........................................................................................................$3,000
Geotechnical Investigation................................................................................................. $1,100
RegulatoryPermits............................................................................................................$4,000
Culvert Hydrology and Hydraulics....................................................................................$23,200
CulvertDesign and Plans.................................................................................................$24,800
Watersof the US Report .................................................................................................... $3.600
Total Item No. 01: $59,700
A, "IXHBIT '
W3
Range Line Road
from 136th Street (Smokey Row Road) to US 31
Carmel Project No. 16 -ENG -49
Summary of Professional Fees
Description Original Supp.1 Supp.1 Supp.1 Supp.1 Supp.1 Supp.1 Revised
Agreement Item 01 Item 02 Item 03 Item 04 Item 05 Item 06 Fee
ILump SOm :
Topographic Survey $ 57,200 $ 3,000 $ 2,300 $ 2,000 $ $ - $ - $ 64,500
Geotechnical Investigation
$
6,100
$ 1,100
$ - $
- $
- $
- $
2,400 $
9,600
Cemetery Management Plan
$
5,000
$ -
$ - $
- $
- $
- $
- $
5,000
Regulatory Permits
$
12,700
$ 4,000
$ - $
- $
- $
- $
- $
16,700
Utility Coordination
$
29,400
$ -
$ - $
- $
- $
- $
- $
29,400
Road Design and Plans
$ 260,600
$ -
$ - $
3,000 $
- $
8,800 $
- $ 272,400
Bridge Modification and Plans
$
16,400
$ -
$ - $
- $
- $
- $
- $
16,400
Lighting Design
$
19,600
$ -
$ - $
- $
- $
- $
- $
19,600
Drainage Improvements
South of 136th Street
$
10,200
$ -
$ - $
- $
- $
- $
- $
10,200
Hydraulic Analysis
$
22,600
$ -
$ - $
- $
- $
- $
- $
22,600
Bidding Serivices
$
9,700
$ -
$ - $
- $
- $
- $
- $
9,700
Culvert Hydrology and Hydraulics
$
-
$ 23,200
$ - $
- $
- $
- $
- $
23,200
Culvert Design and Plans
$
-
$ 24,800
$ - $
- $
- $
- $
- $
24,800
Waters of the US Report
$
-
$ 3,600
$ - $
- $
- $
- $
- $
3,600
[Unit Price77777
Unit
Price
Parcels
Title Search $ 500
16 $
8,000
$ -
$ - $
- $
- $
- $
- $
8,000
Right -of -Way Engineering $ 2,500
4415 $
35,000
$ -
$ - $
- $
2,500 $
- $
- $
37,500
Right -of -Way Staking $ 500
14 $
7,000
$ -
$ - $
- $
- $
- $
- $
7,000
Totals
$
499,500
$ 59,700
$ 2,300 $
5,000 $
2,500 $
8,800 $
2,400 $
580,200
II-U-NITED
Consulting=
Supplement No. 1 Total: $ 69,500
"EXHIBIT
3J�
612912017
v
City ®f Carmel
INDIANA RETAIL TAX EXEMPT
CERTIFICATE NO. 003120155 002 0
Page 1 of 1
PURCHASE ORDER NUMBER
SHIPPING INSTRUCTIONS
FEDERAL EXCISE TAX EXEMPT
33756
ONE CIVIC SQUARE
35-6000972
THIS NUMBER MUST APPEAR ON INVOICES, A/P
CARMEL, INDIANA 46032-2584
FORM APPROVED BY STATE BOARD OF ACCOUNTS FOR
CITY OF CARMEL - 1997
VOUCHER, DELIVERY MEMO, PACKING SLIPS,
SHIPPING LABELS AND ANY CORRESPONDENCE
PURCHASE ORDER DATE
DATE REQUIRED
REQUISITION NO.
VENDOR NO.
DESCRIPTION
5/10/2016
00351256
Project 16 -ENG -49; Contract Date 06.01.16
UNITED CONSULTING
City Engineering's Office
VENDOR 1625 N POST ROAD
SHIP 1 Civic Square
TO Carmel, IN 46032 -
INDIANAPOLIS, IN 46219 -
Kate Lustig
PURCHASE ID
BLANKET
CONTRACT
PAYMENT TERMS
FREIGHT
4746
QUANTITY
UNIT OF MEASURE
DESCRIPTION
UNIT PRICE EXTENSION
Department. 2200 Fund.0
Account., 94-650.04
1 Each
Send Invoice To:
Skip Tennancour
American Structurepoint, Inc.
8425 Wicklow Way
Brownsburg, IN 46112
2016 C01 Bond PLEASE INVOICE IN DUPLICATE
COIT Bond Fund
ASA 1 - Rangeline Road from 136th Street (Smokey Row) to $569,000.00 $569,000.00
US 31
Sub Total $569,000.00
69
4 L1 R 9 , 500-
1 ,crew -ed : ea.so 0
DEPARTMENT I ACCOUNT
PROJECT W PROJECT ACCOUNT AMOUNT
PAYMENT $569,000.00
SHIPPING INSTRUCTIONS
' A/P VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A
PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN
'SHIP PREPAID.
AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE IS AN UNOBLI GATED BALANCE IN
'C.O.D. SHIPMENT CANNOT BE ACCEPTED.
THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER.
'PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945 x'C�
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY
Jeremy Kashman
TITLE Director
CONTROL NO. 33756 CLERK -TREASURER
Douglas Haney
Corporation Counsel