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Home My WebLink AboutRieth-Riley/Eng/CO #6/68,110.98/6th Street and Keystone Parkway – Project #16-ENG-05 City of Carmel Project 16-ENG-05 96th Street and Keystone Parkway CHANGE ORDER # 06 This change order covers some items of additional work that came up during construction. See the detailed description on the next page. Contract Price prior to this Change Order $28,697,297.92 Contract Price will be increased/decreased by this Change Order $68,110.98 New Contract Price including this Change Order $28,765,408.90 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% CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 6 DATE: 2/12/2019 PROJECT NAME: 16-ENG-05 CITY REQ.NO.: CITY PO NO.: CITY PO DATE: Cizt I. You are directed to make the following changes in this Contract: 4 The purpose of this change order is to address changes to the contract. Work covered in this change order includes the following: Sawcut for Temporary HMA Widening During removal of the existing median shoulder along Keystone Parkway,the contractor discovered inadequate pavement thickness remaining at the edge of the removal.The solution was to cut along the edgeline,farther into the mainline pavement,in search of sufficient thickness.Removing this additional strip of existing pavement exposed sufficient thickness of pavement to remain in place.This required a total of 1498 LFT of saw cutting. Light Pole,Remove Along the west side of the Penske parcel,twelve light poles remained within the new right of way limits.It was not in the contract for these light poles to be removed.In order for construction work to proceed,the contractor could not wait for the parcel owner to remove the light poles themselves.James H.Drew provided a price to remove these poles and move them to a storage location on the property.Three additional light poles in two other parcels,one at the Burger King parcel and two at the AZR parcel,also needed to be removed.James H.Drew agreed to perform the work at the same price they quoted for removal of the Penske light poles.The total number of light poles removed is 15 EACH. Temporary Construction Panel Sign—Relocate James H.Drew had planned to remove an existing box truss sign structure on SB Keystone Parkway at I-465.City of Cannel requested that the temporary construction panel sign that had been ground mounted on SB Keystone be relocated to the existing box truss for better visibility during early construction phases.Due to a miscommunication,JH Drew had a crane scheduled to remove the box truss.This crane was used to relocate the temporary panel sign while on site. Renascent Additional MOB Due to delays in Right of Way acquisition,Renascent was unable to complete demolition of all four parcels with one mobilization.These delays resulted in two additional mobilizations for the contractor,one for the Burger King/Chase Bank parcel and one for the Marathon parcel. Maintaining Traffic-Priority Way RAB With the delays to the start of construction on the Keystone Parkway Corridor contract,the Priority Way Intersection contract was completed first.This delay resulted in phasing issues between the two projects.Additional MOT was required on the newly constructed Priority Way Roundabout in order for the traveling public to safely transition from the roundabout into the MOT setup currently in place along 96th Street between Priority Way and Keystone Parkway. Houses and Buildings,Remove,Parcel No.10-Additional The demolition plan for Parcel 10 showed leaving the block walls and brick building in the SE corner of the parcel.This plan also indicated leaving a 40 FT strip of asphalt pavement along the east side and a 25 FT strip of asphalt pavement along the south side of the parcel.During the permit process,it was questioned as to why it was necessary to leave these areas intact.Upon further investigation with the Design Engineer and City of Cannel,it was deemed that leaving these areas was not necessary. Therefore,Renascent was instructed to demo these areas as well.This was not in their original bid,so a price was submitted and approved for this additional work. 16 IN Gate Valve It was in the original scope of work for the TRICO sanitary sewer force main in the NW corner of the 96th Street and Keystone Parkway intersection to be relocated by the Contractor.This work was originally planned to occur in Phase 3, but it was in conflict with a storm sewer structure that was to be installed in Phase 2.It was also discovered that the location of the tie-in would fall under the ramp that was to be built in Phase 2.Therefore,it was concluded that part of Version 2016-08-31 AR-6 the relocation had to occur in Phase 2.This required some re-design of the force main relocation process,which resulted in the need for a new 16 IN Gate Valve in order to phase the relocation. Box Culvert Access Points Castings for Storm STR 810A and a box culvert access point just to the SE had to be adjusted approximately 2.5-3.0 FT in order to match the proposed grade in the area.This adjustment was not accounted for in the re-design of the box culvert structure.Additional pre-cast sections as well as labor and equipment make up the additional cost of this work. Overhead Sign Structure,Monotube—Additional Cost Due to changes in the panel signs covered in Construction Change No.9,the height of sign structure GDO-3 uprights were adjusted to compensate.Also,the span of sign structure GDO-3 was adjusted to achieve clear zone compliance. This cost change is material costs passed on from the supplier plus appropriate markups. Construction Engineering—Additional SurveyTech has incurred additional costs for additional staking due to Construction Changes,utility relocations,and property acquisition.Additional staking on the SW corner of the project for IPL relocation was also recently required. This item covers that additional costs of this work. Connect Penske Lot Drain to Box Culvert(Time and Materials) The construction plans indicated connection of Penske Chevrolet storm drains to new ditch structures.The storm drain in question(west of entrance)had no such direction in the construction drawings.This Penske storm drain could not be connected to the new ditch structure(STR 496)due to elevation restrictions.After discussion at a Progress Meeting, City of Cannel agreed to proceed with direct connection to the box culvert.The attached proposal covers the T&M work necessary to make this connection. Sanitary ARV Structure—Adjust to Grade The casting for the Sanitary ARV structure(installed by others)at MSE Wall 5 had to be lowered in order to match the grade of the moment slab in this area.The attached proposal covers the time and materials required to complete this work. Testing for Contaminated Materials—Expedited Test Results Blue River Environmental indicated that the results of the testing for contaminated materials could be expedited at an additional cost.The normal expectation for test results is 5-7 days($1,100 per test).The two tiers for expedited results are 24 hours($2,755.44 per test)and 48 hours($2,143.12 per test).City of Cannel elected to go with the 48 hour expedited results so that work could proceed ahead of the IPL relocation scheduled for late winter 2019.Cost difference SCHEDULED ADJUSTMENT ITEM AMOUNT (+)OR(-)DAYS 0339 $1,384.40 0340 $4,377.90 0341 $5,707.45 0342 $7,762.80 0343 $5,505.82 0344 $9,387.11 0345 $7,975.11 0346 $2,759.81 0347 $5,168.29 0348 $3,240.29 0349 $5,103.35 0350 $2,436.81 0351 $7,301.84 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 Version 2016-08-31 AR-6 Contract Price will be increased/decreased by this Change Order $ 68.110.98 New Contract Price including this Change Order $ 28,765,408.90 Contract Time Prior to this Change Order Days 5/31/2019 Completion Date Net increased/decreased resulting from this Change Orde: 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 extension; incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Approved: Recommended Accepted: American Structurepoint Inc_ Rieth-Riley Construction Co.Inc / • - o?lGu., P ENGINEER CONTRACTOR ,`�,I Br�'•.r d, . r 7260 Shadeland Station Indianapolis,IN 46221 I.._4_ Address Address Mary Burke Member Lop!'I"Member Indianapolis,IN 4626 Indianapolis,IN 46221 City/State/Zip City/State/Zip Jer- Kal nan,P ., City ngineer By: By: ATT T: 2. 7. - )Phone: (317)401-0263 Pho e: 317) 51 00 --4-- A stine S. Pa ey,Clerk- Treasurer Date: Z/Le b C1 Date: �i//i g/t 1Date: -Shelf Version Nth-OR-1I AR-6 o American Structurepoint, Inc. STRUCTUREPOINT • 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: 6 Date Created: 02/11/2019 Status: Approved Date Approved: Type: Changed Conditions Summary: EWA Items 2018 Change Order Description: The purpose of this change order is to address changes to the contract. Work covered in this change order includes the following: Sawcut for Temporary HMA Widening During removal of the existing median shoulder along Keystone Parkway, the contractor discovered inadequate pavement thickness remaining at the edge of the removal. The solution was to cut along the edgeline, farther into the mainline pavement, in search of sufficient thickness. Removing this additional strip of existing pavement exposed sufficient thickness of pavement to remain in place. This required a total of 1498 LFT of saw cutting. Light Pole, Remove Along the west side of the Penske parcel, twelve light poles remained within the new right of way limits. It was not in the contract for these light poles to be removed. In order for construction work to proceed, the contractor could not wait for the parcel owner to remove the light poles themselves.James H. Drew provided a price to remove these poles and move them to a storage location on the property. Three additional light poles in two other parcels, one at the Burger King parcel and two at the AZR parcel, also needed to be removed. James H. Drew agreed to perform the work at the same price they quoted for removal of the Penske light poles. The total number of light poles removed is 15 EACH. Temporary Construction Panel Sign -- Relocate James H. Drew had planned to remove an existing box truss sign structure on SB Keystone Parkway at I-465. City of Carmel requested that the temporary construction panel sign that had been ground mounted on SB Keystone be relocated to the existing box truss for better visibility during early construction phases. Due to a miscommunication,JH Drew had a crane scheduled to remove the box truss. This crane was used to relocate the temporary panel sign while on site. Renascent Additional MOB Due to delays in Right of Way acquisition, Renascent was unable to complete demolition of all four parcels with one mobilization. These delays resulted in two additional mobilizations for the contractor, one for the Burger King/Chase Bank parcel and one for the Marathon parcel. Maintaining Traffic - Priority Way RAB Change Order Details: 96th Street and Keystone Page 1 of 4 02/18/2019 Parkway With the delays to the start of construction on the Keystone Parkway Corridor contract, the Priority Way Intersection contract was completed first. This delay resulted in phasing issues between the two projects. Additional MOT was required on the newly constructed Priority Way Roundabout in order for the traveling public to safely transition from the roundabout into the MOT setup currently in place along 96th Street between Priority Way and Keystone Parkway. Houses and Buildings, Remove, Parcel No.10 -Additional The demolition plan for Parcel 10 showed leaving the block walls and brick building in the SE corner of the parcel. This plan also indicated leaving a 40 FT strip of asphalt pavement along the east side and a 25 FT strip of asphalt pavement along the south side of the parcel. During the permit process, it was questioned as to why it was necessary to leave these areas intact. Upon further investigation with the Design Engineer and City of Carmel, it was deemed that leaving these areas was not necessary. Therefore, Renascent was instructed to demo these areas as well. This was not in their original bid, so a price was submitted and approved for this additional work. 16 IN Gate Vavle It was in the original scope of work for the TRICO sanitary sewer force main in the NW corner of the 96th Street and Keystone Parkway intersection to be relocated by the Contractor. This work was originally planned to occur in Phase 3, but it was in conflict with a storm sewer structure that was to be installed in Phase 2. It was also discovered that the location of the tie-in would fall under the ramp that was to be built in Phase 2. Therefore, it was concluded that part of the relocation had to occur in Phase 2. This required some re-design of the force main relocation process, which resulted in the need for a new 16 IN Gate Valve in order to phase the relocation. Box Culvert Access Points Castings for Storm STR 810A and a box culvert access point just to the SE had to be adjusted approximately 2.5 -3.0 FT in order to match the proposed grade in the area. This adjustment was not accounted for in the re-design of the box culvert structure. Additional pre-cast sections as well as labor and equipment make up the additional cost of this work. Overhead Sign Structure, Monotube -- Additional Cost Due to changes in the panel signs covered in Construction Change No.9, the height of sign structure GDO-3 uprights were adjusted to compensate. Also, the span of sign structure GDO-3 was adjusted to achieve clear zone compliance. This cost change is material costs passed on from the supplier plus appropriate markups. Construction Engineering -- Additional SurveyTech has incurred additional costs for additional staking due to Construction Changes, utility relocations, and property acquisition. Additional staking on the SW corner of the project for IPL relocation was also recently required. This item covers that additional costs of this work. Connect Penske Lot Drain to Box Culvert (Time and Materials) The construction plans indicated connection of Penske Chevrolet storm drains to new ditch structures. The storm drain in question (west of entrance) had no such direction in the construction drawings. This Penske storm drain could not be connected to the new ditch structure (STR 496) due to elevation restrictions. After discussion at a Progress Meeting, City of Carmel agreed to proceed with direct connection to the box culvert. The attached proposal covers the T&M work necessary to make this connection. Sanitary ARV Structure --Adjust to Grade The casting for the Sanitary ARV structure (installed by others) at MSE Wall 5 had to be lowered in order to match the grade of the moment slab in this area. The attached proposal covers the time and materials required to complete this work. Testing for Contaminated Materials -- Expedited Test Results Change Order Details: 96th Street and Keystone Page 2 of 4 02/18/2019 Parkway Blue River Environmental indicated that the results of the testing for contaminated materials could be expedited at an additional cost. The normal expectation for test results is 5-7 days ($1,100 per test). The two tiers for expedited results are 24 hours ($2,755.44 per test) and 48 hours ($2,143.12 per test). City of Carmel elected to go with the 48 hour expedited results so that work could proceed ahead of the IPL relocation scheduled for late winter 2019. Cost difference is ($1,043.12 per test) for 48 hour results. Awarded Project Amount: $28,793,000.00 Authorized Project Amount: $28,697,297.92 Change Order Amount: $68,110.98 Revised Project Amount: $28,765,408.90 New Items Line Number Item Unit Approved Quantity Unit Price Dollar Amount Section: 1 -801-08400 3390 109-04299 DOL 1,384.40 $1.000 $1,384.40 FORCE ACCOUNT WORK Reason: Saw Cut,Temporary HMA Widening 3400 202-01502 EACH 15.00 $291.860 $4,377.90 LIGHT STANDARD, REMOVE Reason: Light Pole Removal: Penske, BK Lot, Haver Way Mall &AZR 3410 802-02475 EACH 1.00 $5,707.450 $5,707.45 SIGN, PANEL, RELOCATE Reason: Overhead Box Truss Removal &Temp Panel Sign Relocation 3420 110-07025 EACH 2.00 $3,881.400 $7,762.80 MOBILIZATION AND DEMOBILIZATION Reason:Additional Mobilization, Demo Parcels 11/33 and 12 3430 801-06775 LS 1.00 $5,505.820 $5,505.82 MAINTAINING TRAFFIC Reason:Additional MOT, Priority Way 3440 202-03000 LS 1.00 $9,387.110 $9,387.11 HOUSES AND BUILDINGS, REMOVE, PARCEL NO Reason:Additional, Parcel 10 3450 715-04836 EACH 1.00 $7,975.110 $7,975.11 GATE VALVE Reason: 16 in. Gate Valve, Force Main Revision 3460 109-04299 DOL 1.00 $2,759.810 $2,759.81 FORCE ACCOUNT WORK Reason: Box Culvert Access Points 3470 802-76100 EACH 1.00 $5,168.290 $5,168.29 OVERHEAD SIGN STRUCTURE, MONOTUBE Reason: Additional Cost 3480 105-06845 LS 1.00 $3,240.290 $3,240.29 CONSTRUCTION ENGINEERING Reason:Additional Staking Change Order Details: 96th Street and Keystone Page 3 of 4 02/18/2019 Parkway • Line Number Item Unit Current Paid Quantity Unit Price Amount 1460 146 LFT 24.00 546.000 S1,104.00 PIPE,TYPE 2, CIRCULAR, 18 IN. 1530 153 LET •86.00 S82.000 -S7,052.00 PIPE, SLOTTED DRAIN, 12 IN. 2200 220 DAY 62.00 $5.000 $310.00 FLASHING ARROW SIGN 2210 221 LS 0.05 S496,615.990 $24,830.80 MAINTAINING TRAFFIC 2230 223 LET 160.00 $12.000 S1,920.00 BARRICADE, III-A 2390 239 EACH 1.00 $8,678.000 $8,678.00 CANTILEVER SIGN SUPPORT FOUNDATION, DRILLED SHAFT 36 IN. Section Totals: $810,243.04 Project Total: $810,243.04 Summary Current Approved Work: $810,243.04 Approved Work To Date: $9,426,859.50 Stockpile Advancement: $0.00 Stockpile Advancement To Date: $0.00 Current Retainage: $81,024.30 Retainage To Date: $942,685.95 Current Retainage Released: $0.00 Retainage Released To Date: $775,913.34 Stockpile Recovery: S0.00 Stockpile Recovery To Date: $0.00 Current Liquidated Damages: $0.00 Liquidated Damages To Date: $0.00 Current Adjustment: $0.00 Adjustments To Date: $0.00 Current Taxes: S0.00 Taxes To Date: $0.00 Current Payment: $729,218.74 Payments To Date: $9,260,086.89 Recommended for Payment: ,c,� 2/_/,--,4-.t _ - i \C-(,, 2-j Z1 �� 1 Resident Project Representative Date Contractor Date ( e g,f L//ri'5 Owner Date Payment Invoice: 96th Street and Keystone Page 2 of 2 02/12/2019 Parkway CITY OF CARMEL ENGINEERING DEPARTMENT Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 02/18/19 Re: C.O.#6 Project#16-ENG-05 96th and Keystone Parkway Doug, please find attached eloriginals of same change order for project #16-ENG-05 96th Street and Keystone Parkway. Please review&initial for the next BPW Meeting. Change Order #6- Original Contract Amount: $28,793,000.00 Increase: $68,110.98 New Contract Amount: $28,765,408.90 Thank you, Lisa Scott • Page 1