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Home My WebLink AboutRieth-Riley/Eng/CO #7/164,830.51/96th and Keystone Parkway – Project # 16- ENG-05 City of Carmel Project 16-ENG-05 96th Street and Keystone Parkway CHANGE ORDER # 07 Zir c, NI a The purpose of this change order is to address existing item overruns. See attachments for more information on the overruns. Contract Price prior to this Change Order $28,697,297.92 Contract Price will be increased/decreased by this Change Order $164,830.51 New Contract Price including this Change Order $28,862,128.43 Amount Adjusted Contract Cumulative % Change Price from Original Contract Original Contract $28,793,000.00 $28,793,000.00 N/A CO 01 $25,843.67 $28,818,843.67 0.09% CO 02 $3,481.80 $28,822,325.47 0.10% CO 03 $0.00 $28,822,325.47 0.10% CO 04 $46,996.32 $28,869,321.79 0.26% CO 05 ($172,023.87) $28,697,297.92 -0.33% CO 06 $68,110.98 $28,765,408.90 -0.10% CO 07 $164,830.51 $28,862,128.43 0.47% CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 7 DATE: 1/8/2019 PROJECT NAME: 16-ENG-05 CITY REQ.NO.: CITY PO NO.: CITY PO DATE: I. You are directed to make the following changes in this Contract: The purpose of this change order is to address existing item overruns.See attachments for more information on the overruns. SCHEDULED ADJUSTMENT ITEM AMOUNT (+)OR(-) DAYS 31 $11,518.00 40 $6,525.75 51 $73,885.18 112 $41,666.58 151 $1,170.00 169 ($2,500.00) 178 $2,000.00 209 $1,332.00 218 $2,444.00 224 $300.00 249 $1,989.00 319 $10,000.00 322 $2,000.00 323 $12,500.00 II. The following referenced Documents further describe the changes outlined in Paragraph I,and are to be considered a part of this Change Order: R.F.P.: W.D.C.No.: Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 28,697,297.92 Contract Price will be increased/decreased by this Change Order $ 164,830.51 New Contract Price including this Change Order $ 28,862,128.43 Contract Time Prior to this Change Order Days 5/31/2019 Completion Date Net increased/decreased resulting from this Change Ordei 0 Days Current Contract Time including this Change Ord 0 Days 5/31/2019 Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. Version 2016-08-31 AR-6 The Above Changes Are The .Above Changes Are A proved: Recommended Accepted: American Structurepcoint Inc. Rieth-Riley Construction Co. Inc ENGINEER CONTRACTOR 7260 Shadeland Station Indianapolis, IN 46221 Address Address Mar • n url:e 1c1 r Lor Member Indianapolis.IN 4626 Indianapolis, IN 46221 • • -- City/State/Zip CityiState!Zip 3?r _ shoran . C i:y agincer _ By: _ l �.TTC i.''ho e:(3 t 7)401-0263 Phone:017) 518-2500 IA .4 C .stine S. Pauley lerk- Treasurer Date: % /5' Date: I i'L I ,.,t'j Date: 7/3-4 9 1 Versirn,20I A-08-31 AR-6 11. j■ SAMCPICAN TRUCTUREPOINT American Structurepoint, Inc. • Change Order Details 96th Street and Keystone Parkway Description: 16-ENG-05 Construction of a roundabout interchange at the intersection of 96th Street and Keystone Parkway, including the reconstruction of Keystone Parkway from I-465 to 98th Street, and reconstruction of 96th Street from Haverstick Road to Enterprise Drive. The Project includes new construction of a twospan bridge over 96th Street. Change Order: 7 Date Created: 05/09/2019 Status: Pending Approval Date Approved: Type: Changed Conditions Summary: Existing Item Overruns Change Order Description: The purpose of this change order is to address existing item overruns. Work covered in this change order includes the following: 0031 - B Borrow: The designer did not include the backfill of the tank removals in the item quantity calculations. This change order covers the quantity of additional B Borrow that was used to backfill the underground storage tank removals at Parcels No. 10 and 12. 0040 - Compacted Agg. No. 53 Temporary for Driveways: With the delay of the contract, Phase 2 will remain in place over the winter months. There is a significant drop off to the north of the 96th St. westbound traffic that we did not want to leave open throughout the winter months. It was agreed upon to use the Compacted Agg. No. 53 Temporary for Driveways item to create a stone shoulder along this edge. 0051 -- HMA for Temporary Pavement. D HMA for Temporary Pavement, D has overrun due to MOT changes required in order to work around existing utilities that had not yet been relocated. Originally, the outside lanes of 96th Street and the Keystone Ramps were to be constructed in Phase 2. Due to conflicts with existing IPL poles, Phase 2 was altered to construct the north half of 96th Street (WB lanes) first in Phase 2a. In Phase 2b, traffic was shifted to the newly constructed WB lanes in order to begin constructing the south half of 96th Street. Additional temporary pavement was required to make up the elevation difference across existing Keystone Parkway on both the east and west sides of the intersection. Additionally, in the original MOT plan, 96th Street traffic would have been diverted to the Keystone Ramps at this point, so there would not have been a need for this additional temporary pavement. An additional 911.6 Tons of HMA for temporary pavement were used in order to perform this phase change. 0112 - Field Office: The Field Office item was set for 12 months in the original contract for this project. This item needed to be extended due to contract time overrun. A period of 18 months will be added, per this change order, in order to extend the Field Office item through spring of 2020, as agreed upon with the City of Carmel. 0151 - Pipe. Type 5. Circular. 12 in.: During construction of the storm sewer at the NE corner of Keystone Parkway, an existing drain was discovered coming from the Penske lot that was not Change Order Details: 96th Street and Keystone Page 1 of 3 06/10/2019 Parkway identified in the plans. In order to maintain drainage for this parcel, the drain needed to be tied into a storm sewer structure. Therefore, 30 LFT of Type 5, 12in., circular pipe was added to connect the drain into Structure 305B. 00169 -- Inlet. Type HA with Slotted Drain and 0178 - Inlet HA5: Due to constructability reasons, Structure 117 was changed from Inlet, Type HA with Slotted Drain to Inlet HA5. The slotted drain would have fallen within a D-1 expansion joint in the extended moment slab on Ramp SWR. Therefore, a field decision was made to eliminate the slotted drain at this particular structure. This change order will adjust the pay quantities accordingly. 0209 - Construction Sign C, 0218 - Construction Sign A. 0224 - Barricade III-B: Construction signs and barricades have overrun due to additional MOT needs discovered throughout construction, which includes but is not limited to the addition of MOT measures for the Threel Road closure which was omitted from the plans. 0249 - Overhead Sign Structure. Cable Span. Remove: The City of Carmel requested that the cable span structure at Hazel Dell be removed during the 96th Street corridor construction. This work was not within the original scope of work, so the Overhead Sign Structure, Cable Span, Remove item will overrun by one. 0319 --Tapping Sleeve with Valve. 0322 -- Connection. 0323 -- 16" Line Stop While in the process of installing storm Structure 312 on the NW corner of the Keystone and 96th Street intersection, it was discovered that the existing force main would be in the way of installing the 48" pipe running west from the structure. This force main was set to be relocated in the next phase of work, but upon further investigation, we learned that this relocation was not feasible in the next phase of work as it would require excavating under the newly constructed off-ramp. After multiple meetings with TRICO, City of Carmel, Rieth-Riley, Gradex, and American Structurepoint, it was decided to partially relocate the force main in the current phase. The force main would be lowered at Structure 312, under the 48" pipe, and extending south of the new ramp construction. At this point, it can be accessed easily during the next phase of construction. An additional tapping sleeve, connection, and 16" line stop were required in order to perform this work. A contract time adjustment is not required for this work. Awarded Project Amount: $28,793,000.00 Authorized Project Amount: $28,765,408.90 Change Order Amount: $164,830.51 Revised Project Amount: $28,930,239.41 Increases/Decreases Line Number Item Unit Unit Price Current (manse Revised Quantity Amount Quantity Aunt Quantity Amorat Section: 1 -801-08400 0310 31 CYS $26.000 18,694.00 $486,044.00 443.00 $11,518.00 19,137.00 $497,562.00 B BORROW 0400 40 TON $35.000 785.00 $27,475.00 186.45 $6,525.75 971.45 $34,000.75 COMPACTED AGGREGATE NO. 53 TEMPORARY FOR DRIVEWAYS 0510 51 TON $81.050 1,082.00 $87,696.10 911.60 $73,885.18 1,993.60 $161,581.28 HMA FOR TEMPORARY PAVEMENT, D Change Order Details: 96th Street and Keystone Page 2 of 3 06/10/2019 Parkway Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount 1120 112 MOS $2.314.810 16.00 s37,036.9G 18.00 $41,666.58 34.00 $78,703.54 FIELD OFFICE:, B 1510 151 LFT 539.000 34.00 $1.326.00 30.00 $1,170.0G 64.00 $2,496.00 PIPE.TYPE 5,CIRCULAR. 12 IN. 1690 169 EACH 52,500.000 11.00 $27,500.00 -1.00 -$2,500.00 10.00 $25.000.0,.' INLET.TYPE HA WITH SLOTTED DRAIN. 1780 178 EACH s2.000.000 36.00 $72,000.00 1.00 $2,000.00 37.00 $74,000.00 INLET, HAS 2090 209 EACH $272,000 8.00 $1,776.00 6.00 $1.332.00 14.00 53,108.00 CONSTRUCTION SIGN, C 2180 218 EACH $188.000 51.00 59,588.00 13.00 $2,444.00 64.00 $12,032.07 CONSTRUCTION SIGN,A 2240 224 LFT $15.000 204.00 13,050.00 20.00 $300.00 224.00 $3,360.00 31- '.ICADE,III-B 2490 249 EACH $1,989.000 4.00 S7,956.00 1.00 $1,989.00 5 00 $9,945.00 OVERHEAD SIGN STRUCTURE. CABLE SPAN, REMOVE 3190 319 L&C11 $10.000.000 2.00 $20,000.00 1.00 $10,000.00 3 00 s30,000.00 LIPPING SLEEVE WITH VALVE 3220 322 EACH $2,000.000 5.00 $10,000.00 1.00 52,000.00 6.00 S12.000.00 CONNECTION 3230 323 EACH $12,500.000 2.00 $25,000.00 1.00 $12,500.00 3.00 537,500.00 16"LINE STOP (11 items) Totals 5816,458.11ui $164,830.51 $981,288.5' Recommended for Processing: %r//7' Resident Project Representative Date Contractor Date Owner Date C.iance Order Details: 96th Street and Keystone Page 3 of 3 06/10/2019 Parkway