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Home My WebLink AboutUnited 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. lorlzture DA6 ?-,tC�tc��e(e>µe 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