The URL can be used to link to this page

Home My WebLink AboutCO_14_96th_&_Keystone_Parkway__16-ENG-05 DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 City of Carmel Project 16- ENG-05 96th Street and Keystone Parkway CHANGE ORDER # 14 The purpose of this change order is to address additional costs to the contract due to Construction Changes 48/#13/#14 and additional work to close the median at 96th Street and Randall Bypass. Construction Changes#8/#13/#l4 involve construction of the multi-use path and concrete sidewalk along 96th Street from Priority Way to Hazel Dell. See the attachments for more information. Contract Price prior to this Change Order $30,763,165.17 Contract Price will be increased/decreased by this Change Order $1,213,176.86 New Contract Price including this Change Order $31,976,342.03 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 0.27% 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 $28,930,239.41 0.48% CO 08 $1,300,000.00 $30,230,239.41 4.99% CO 09 $235,881.10 $30,466,120.51 5.81% CO 10 $251,434.21 $30,717,554,72 6.68% 0011 ($404.170.92) $30,313,383.80 5.28% CO 12 $232,862.12 $30,546,245.92 6.09% CO 13 $216,919.25 $30,763,165.17 6.84% CO 14 $1,213,176.86 $31,976,342.03 11.06% DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 14 DATE: 6/2/2020 PROJECT NAME: 16-ENG-05 CITY REQ. NO.: CITY PO NO.: CITY PO DATE: . vEL 1. You are directed to make the following changes in this Contract: The purpose of this change order is to address additional costs to the contract due to Construction Changes#8/#I 3/#14 and additional work to close the median at 96th Street and Randall Bypass. Construction Changes#8/#13/#I4 involve construction of the multi-use path and concrete sidewalk along 96th Street from Priority Way to Hazel Dell, See the attachments for more information. SCHEDULED ADJUSTMENT ITEM AMOUNT (+) OR(-) DAYS *See the attachment $1,213.176.86 I1. 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 $ 30,763,165.17 Contract Price will be increased/decreased by this Change Order $ 1,213,176.86 New Contract Price including this Change Order $ 31,976,342.03 Contract Time Prior to this Change Order Days Completion Date Net increased/decreased resulting from this Change Ordei Days Current Contract Time including this Change Ord. Days 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. The Above Changes Are The Above Changes Are Approved: Recommended Accepted: ,—DoeuSignedby: American Structurepoint Inc. Rieth-Riley Construction Co, Inc ENGINEER CONTRACTOR James Brainard, Mayor 9025 River Road, Suite 200 1751 W. Minnesota Street �°` , Auri Address Address Vfiai'jr Ann Burke, Member (Ai Wcho,. trt'1'i°Wntson, ember Indianapolis, IN 4626 Indianapolis, IN 46221 City/State/Zip City/State/Zip Jer iy?ashman, P1 City Engineer By: By ATTEST: Timothy P. Dgn2/vp,mb :se P ( (l Conma PE + �. Conarroe,PE Dab,2020.0Broii sae usm ` J `- DoeuSigned by: Phone: (317)401-0263 Phone: (317) 518-2500 Eta,(Po(& bN-.tAbLU/Agif al.b... Sue Wolfgang, Clerk Date: Date: Date: 7/15/2020 Version 2016418-31 AR-6 DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 STRUCTUREPOINT 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 1-465 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: 14 Date Created: 06/02/2020 Status: Pending Approval Date Approved: Type: Changed Conditions Summary: Construction Change 8 (Path/Sidewalk) and Randall Drive Median Change Order Description: Change Order #14 has been created to cover the additional costs necessitated by Construction Changes #8/#13/#14 and additional work to close the median at 96th Street and Randall Bypass. Construction Change #8 was issued on November 21, 2018 and included revisions to the multi-use path on the north side of 96th Street from Priority Way to Hazel Dell plus the addition of a sidewalk on the south side of 96th Street from Priority Way to Gray Road. Construction Change #8 also includes curb ramps, pavement markings, and signage for the multi-use path and sidewalk as well as intersection improvements at 96th Street and the Martin Marietta entrance. Concrete curb and railing improvements on the Carmel Creek Bridge are also included. Construction Changes #13 (October 11, 2019) and #14 (April 29, 2020) included minor revisions to the path/sidewalk and the addition of Erosion Control items. On April 7, 2020, City of Carmel requested that Rieth-Riley remove the traffic signal at 96th Street and Randall Bypass. (This work will be paid utilizing existing contract items.) City of Cannel proposed adding concrete curb to close up the median at 96th Street and Randall Bypass on April 22, 2020. Rieth-Riley Construction included this work with the proposal to complete the multi-use path and sidewalk from Priority Way to Hazel Dell. A revised proposal was submitted by Rieth-Riley on May 5, 2020. A portion of the work to construct the multi-use path and sidewalk will be completed using existing contract pay items. The escalation delta for these pay items that was introduced in 2019 will apply to these items of work. An increase to the 2019 Escalation line item is included in this Change Order to cover this additional cost. The remaining portion of the construction will be addressed by the addition of new line items (Items #373-404) to the contract. We do not anticipate changes to the project timeline as a result of the added work at this time. Awarded Project Amount: $28,793,000.00 Authorized Project Amount: $30,54G,245.91 3D ?Lr3 145. !7 (/dv . (O_ "4.3 ) Change Order Details: 96th Street and Keystone Page 1 of 6 06/09/2020 Parkway DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Change Order Amount: $1,213,176.86 it Revised Project Amount: $31,7;:1J;1 - -- �31143.7G,34(Z- �3 1A164--' .d. 13 Increases/Decreases Line Item Unit Unit Price Current Change Revised Number Quantity Amount Quantity Amount Quantity Amount Section: 1 - 801-08400 0180 18 CYS $15.000 33,505,00 8502,575.00 309.00 $4,635.00 33,814.00 $507,210.00 BORROW 0230 23 LFT $1.250 2,866.00 $3,582.50 3,177.00 $3,971.25 6,043.00 $7,553.75 TEMPORARY SILT FENCE 0280 28 SYS $14.750 2,383.00 $35,149.25 12.00 $177.00 2,395.00 $35,326.25 SUBGRADE TREATMENT,TYPE II 0290 29 SYS $1.750 10,818.00 $18,931.50 4,180.00 $7,315.00 14,998,00 $26,246.50 SUBGRADE TREATMENT,TYPE III 0330 33 CYS $0.010 9,312.00 $93,12 281.00 $2.81 9,593.00 $95.93 STRUCTURE BACKFILL,TYPE 1 0370 37 TON $18.000 5,635.00 $101,430.00 1,446.00 $26,028.00 7,081.00 $127,458.00 COMPACTED AGGREGATE NO. 53 BASE 0430 43 TON $77.880 2,195.00 $170,946.60 45.00 $3,504.60 2,240.00 $174,451.20 HMA, 4, 76, SURFACE, 9.5 mm 0750 75 TON $79.440 1,440.00 $114,393.60 684.00 $54,336.96 2,124.00 $168,730.56 HMA FOR SIDEWALK 0780 78 SYS 8151.720 1,055.00 $160,064.60 678.00 $102,866.16 1,733.00 $262,930.76 CURB RAMP, CONCRETE (ALL TYPES) 0790 79 SYS 8174.280 135.00 $23,527.80 101.00 $17,602.28 236.00 $41,130.08 DETECTABLE WARNING SURFACES 0800 80 LFT $166.000 365.00 $60,590.00 48.00 $7,968.00 413.00 $68,558.00 HAND RAIL, PEDESTRIAN 0860 86 LFT $50.530 93.00 $4,699.29 72.00 $3,638.16 165.00 $8,337.45 CURB AND GUTTER, COMBINED,TYPE II 0990 99 SYS $1.500 4,132.00 $6,198.00 20.00 $30.00 4,152.00 $6,228.00 GEOTEXTILES 1000 100 TON $28.000 1,870.00 $52,360.00 10.00 $280.00 1,880.00 $52,640.00 RIPRAP, REVETMENT 1050 105 LBS $5.250 864.00 $4,536.00 246.00 $1,291.50 1,110.00 $5,827.50 SEED MIXTURE U 1070 107 TON $350.000 9.00 $3,150.00 3.00 $1,050.00 12.00 $4,200.00 MULCHING MATERIAL Change Order Details: 96th Street and Keystone Page 2 of 6 06/09/2020 Parkway DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount 1080 108 kGAL $1.000 24.00 $24.00 8.00 S8.00 32.00 $32.00 WATER 1090 109 CYS $30,000 3,095.00 $92,850.00 417.00 $12,510.00 3,512.00 $105,360.00 TOPSOIL 1100 110 SYS $3.500 6,606.00 $23,121.00 2,954,00 $10,339.00 9,560.00 $33,460.00 SODDING, NURSERY 1440 144 LFT $39.000 3,782.00 $147,498.00 25.00 $975.00 3,807.00 $148,473.00 PIPE, TYPE 2, CIRCULAR, 12 IN. 1460 146 LFT $46.000 2,859,00 $131,514.00 634.00 $29,164.00 3,493.00 $160,678.00 PIPE,TYPE 2, CIRCULAR, 18 IN. 1470 147 LFT $54.000 1,239.00 S67,986.00 77.00 $4,158.00 1,336.00 $72,144.00 PIPE,TYPE 2, CIRCULAR, 24 IN. 1570 157 LFT $1.280 13,622.00 $17,436.16 35.00 $44.80 13,657,00 S17,480.96 VIDEO INSPECTION FOR PIPE 1770 177 EACH $2,000.000 7.00 $14,000.00 3.00 $6,000.00 10.00 $20,000.00 INLET, F7 2300 230 LFT $20.500 1,027.00 $21,053.50 161,00 $3,300.50 1,188.00 $24,354.00 SIGN POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE 2400 240 SET $22.000 529.00 $11,638.00 146.00 $3,212.00 675.00 $14,850.00 SIGN, SHEET,WITH LEGEND, 0.080 IN. 2530 253 EACH $171,000 2.00 $342.00 14.00 $2,394,00 16.00 $2,736.00 SIGN GROUND MOUNTED RESET 2740 274 LFT $19.000 8,555.30 $162,550.70 35.00 S665.00 8,590.30 $163,215.70 CONDUIT, STEEL,GALVANIZED, 2 IN. 2880 288 LFT $6.000 1,412.00 $8,472.00 1,884.00 $11,304.00 3,296.00 $19,776.00 TRANSVERSE MARKING,THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN. 2900 290 LFT $0.750 6,809.00 $5,106.75 3,478.00 $2,608.50 10,287.00 $7,715.25 LINE, THERMOPLASTIC, SOLID,WHITE, 4 IN. 2920 292 LFT $6.000 141.00 S846.00 89.00 $534.00 230.00 $1,380.00 LINE,THERMOPLASTIC, SOLID, WHITE, 24 IN. 2950 295 LFT $1.000 8,042.00 $8,042.00 158.00 $158.00 8,200.00 $8.200.00 LINE, MULTI-COMPONENT, SOLID,WHITE,4 IN. 3520 105-09356 DOL $1.000 1,300,000.00 $1,300,000.00 16,257.22 $16,257.22 1,316,257.22 $1,316,257.22 COST ADJUSTMENT FOR CLAIM RESOLUTION (33 Items) Totals $3,274,70'7.37 6338,328.74 $3,613,036.11 Change Order Details: 96th Street and Keystone Page 3 of 6 06/09/2020 Parkway DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 New Items Line Number Item Unit Pending Quantity Unit Price Dollar Amount Section: 1 - 801-08400 3730 203-02000 CYS 1,145.00 $85.870 598,321.15 EXCAVATION, COMMON Reason: Construction Change 8/Randall Drive Median 3740 205-06933 EACH 114.00 S107.920 $12,302.88 TEMPORARY INLET PROTECTION Reason: Construction Change 8 3750 604-06070 SYS 3,206.00 850.130 $160,716.78 SIDEWALK, CONCRETE Reason: Construction Change 8 3760 605-06125 LFT 3,376.00 $24.840 $83,859.84 CURB, CONCRETE, MODIFIED Reason: Construction Change 8/Randall Bypass Median 3770 703-06029 LBS 1,117.00 $4,170 84,657.89 REINFORCING BARS, EPDXY COATED Reason: Construction Change 8 3780 502-08204 SYS 524.00 $128.750 $67,465.00 PCCP, 12,5 IN Reason: Construction Change 8/Randall Bypass Median 3790 506-06333 SYS 12.00 $314.000 83,768.00 PCCP PATCHING, FULL DEPTH Reason: Construction Change 8 3800 604-92237 LFT 135.00 8116.320 $15,703.20 HAND RAIL, STEEL Reason: Construction Change 8 3810 604-92237 LFT 136.00 $82.150 $11,172.40 HAND RAIL, STEEL Reason: REMOVE AND RESET, Construction Change 8 3820 605-06120 LFT 337.00 $62.370 821,018.69 CURB, CONCRETE Reason: C.ARMEL CREEK BRIDGE, Construction Change 8 3830 702-51863 EACH 485.00 $21.530 $10,442.05 FIELD DRILLED HOLE IN CONCRETE Reason: Construction Change 8 3840 715-46020 EACH 1.00 $2,192.570 $2,192.57 PIPE END SECTION, DIA 24" Reason: Construction Change 8 3850 720-07309 LFT 608.00 $376.650 $229,003.20 TRENCH DRAIN Reason: Construction Change 8 3860 720-44000 EACH 4.00 $659.230 $2,636.92 CASTING,ADJUST TO GRADE Reason: Construction Change 8 3870 720-45010 EACH 1.00 52,481.870 $2,481.87 INLET, A3 Reason: Construction Change 8 Change Order Details: 96th Street and Keystone Page 4 of 6 06/09/2020 Parkway DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Line Number Item Unit Pending Quantity Unit Price Dollar Amount 3880 720-45260 EACH 1.00 $2,450.630 $2,450.63 PIPE CATCH BASIN, 12 IN Reason: Construction Change 8 3890 805-02150 EACH 2.00 $958.350 $1,916.70 PEDESTRIAN SIGNAL HEAD, COUNTDOWN, 18 IN Reason: Construction Change 8 3900 805-02645 EACH 3.00 $1,131.070 $3,393.21 SIGNAL PEDESTAL FOUNDATION, A Reason: Construction Change 8 3910 805-04133 EACH 1.00 S1,124.290 $1,124.29 SIGNAL POLE, PEDESTAL, 12FT Reason: Construction Change 8 3920 805-05405 EACH 2.00 $706.580 $1,413.16 SIGNAL POLE, PEDESTAL, 4FT Reason: Construction Change 8 3930 805-92504 EACH 1.00 $325.160 $325.16 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL Reason: Construction Change 8 3940 805-11799 EACH 1.00 $7,973.750 $7,973.75 RECTANGULAR RAPID FLASHING BEACON Reason: Construction Change 8 3950 805-11817 EACH 2.00 $1,129.920 $2,259.84 PEDESTRIAN PUSH BUTTON,APS Reason: Construction Change 8 3960 805-78480 LFT 418.00 $2.270 $948.86 SIGNAL CABLE, CONTROL, COPPER 3C/14GA Reason: Construction Change 8 3970 805-78485 LET 394.00 $2.490 $1,479.06 SIGNAL CABLE, CONTROL, COPPER 5C/14GA Reason: Construction Change 8 3980 807-02780 EACH 2.00 $1,859.870 $3,719.74 LUMINAIRE, MAST ARM, 8 FT Reason: Construction Change 8 3990 807-11970 EACH 2.00 $1,482.050 $2,964.10 LUMINAIRE, ROADWAY, LED, 200 WATT Reason: Construction. Change 8 4000 807-86843 LFT 1,188.00 $4.170 $4,953.96 WIRE, NO 4 COPPER, 1/C Reason; Construction Change 8 4010 801-06775 LS 1.00 $38,956.660 $38,956.66 MAINTAINING TRAFFIC Reason: Additional, Construction Change 8 4020 110-01001 LS 1.00 $53,434.870 $53,434.87 MOBILIZATION AND DEMOBILIZATION Reason: Construction Change 8 4030 105-06845 LS 1.00 $10,270.790 $10,270.79 CONSTRUCTION ENGINEERING Reason; Construction Change 8 Change Order Details: 96th Street and Keystone Page 5 of 6 06/09/2020 Parkway DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Line Number Ctem Unit Pending Quantity Unit Price Dollar Amount 10,14 e05•Q6_55 5Y5 _5.00 CENTER cURil, D CONCRETE Reason. Randall B}pass Median (:12 Items) Tule]: +sir-1,8.18,12 Recommended for Processing; Resident Project Representative Date Coi tractor Date Owner Date Change Order Details: 06th Street and%e+.:stone Page 6 of i; Park-way DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Change Order No.14-Construction Changes 8/13/14 and Randall Bypass Median Existing Contract Pay items: 0018 Borrow $15.00 309.00 CY5 $4,635.00 $0.98 $302.82 0023 Temporary Silt Fence $1.25 3,177.00 LFT $3,971.25 $0.00 $0.00 0028 Subgrade Treatment,Type II $14.75 12.00 SYS $177.00 $0.59 $7.08 0029 Subgrade Treatment,Type III $1.75 4,180.00 SYS $7,315.00 $0.09 $376.20 0033 Structure Backfill,Type 1 $0.01 281.00 CYS $2.61 $0.45 $126.45 0037 Compacted Aggregate No.53 Base $18.00 1,446.00 TON $26,028.00 $0.37 $535.02 0043 HMA,4,76,Surface,9.5mm $77.88 45.00 TON $3,504.60 $12.96 $583.20 0075 HMA for Sidewalk $79.44 684.00 TON $54,336.96 $10.63 $7,270.92 0078 Curb Ramp,Concrete(All Types) $151.72 678.00 SYS $102,866.16 $5.71 $3,871.38 0079 Detectable Warning Surfaces $174.28 101.00 SYS $17,602.28 $5.32 $537.32 0080 Hand Rail,Pedestrian $166.60 48.00 LFT $7,968.00 $2.51 $120.48 0086 Curb and Gutter,Combined,Type II $50.53 72.00 LFT $3,638.16 $2.52 $181.44 0099 Geotextiles $1.50 20.00 SYS $30.00 $0.08 $1.60 0106 Riprap,Revetment $28.00 10.00 TON $280.00 $0.49 $4.90 0105 Seed Mixture,U $5.25 246.00 LBS $1,291.50 $0.00 $0.00 0107 Mulching Material $350.00 3.00 Ton $1,050.00 $0.00 $0.00 0108 Water $1.00 8.00 kGal $8.00 $0.00 $0.00 0109 Topsoil $30.00 417.00 CYS $12,510.00 $0.34 $141.78 0110 Sodding,Nursery $3.50 2,954.00 SYS $10,339.00 $0.00 $0.00 0144 Pipe,Typer 2,Circular,12 IN. $39.00 25.00 LET $975.00 $2.03 $50.75 0146 Pipe,Typer 2,Circular,18 IN. $46.00 634.00 LFT $29,164.00 $2.39 $1,515.26 0147 Pipe,Typer 2,Circular,24 IN. $54.00 77.00 LFT $4,158.00 $2.82 $217.14 0157 Video Inspection for Pipe $1.28 35.00 LFT $44.80 $0.03 $1.05 0177 Inlet,F7 $2,000.00 3.00 EA $6,000.00 $96.84 $290.52 0230 Sign Post,Square Type 1 Reinforced Anchor Base $20.50 161.00 LFT $3,300.50 $0.14 $22.54 0240 Sign,Sheet,with Legend,0.080 IN. $22.00 146.00 SFT $3,212.00 $0.17 $24.82 0253 Sign Ground Mounted Reset $171.00 14.00 EA $2,394.00 $1.50 $21.00 0274 Conduit,Steel,Galvanized,2 IN. $19.00 35.00 LFT $665.00 $1.53 $53.55 0288 Trans.Mkg.,Thermo,Crosswalk Line,White,24 IN. $6.00 1,884.00 LFT $11,304.00 $0.00 $0.00 0290 Line,Thermoplastic,Solid,White,4 IN. $0.75 3,478.00 LET $2,608.50 $0.00 $0.00 0292 Line,Thermoplastic,Solid,White,24 IN. $6.00 89.00 LFT $534.00 $0.00 $0.00 0295 Line,Multi-Component,Solid,White,4 IN. $1.00 158.00 LFT $158.00 $0.00 $0.00 Subtotal Existing Pay Items: $322,071.52 Subtotal Escalation: $16,257.22 New Contract Pay Items: 0373 Excavation,Common,Const.Change 8 385.87 1,145.00 CYS $98,321.15 0374 Temporary Inlet Protection,Const.Change 8 $167.92 114.00 EA $12,302.88 0375 Sidewalk,Concrete,Const,Change 8 $50.13 3,206.00 SYS $160,716.78 0376 Curb,Concrete,Modified,Const.Change 8 $24.84 3,376.00 LET $83,859.84 0377 Reinforcing Bars,Epoxy Coated,Const.Change 8 $4.17 1,117.00 LBS $4,657.89 0378 PCCP,12.5 IN. $128.75 524.00 SYS $67,465.00 0379 PCCP Patching,Full Depth $314.00 12.00 SYS $3,768.00 0380 Hand Rail,Steel $116.32 135.00 LFT $15,703.20 0381 Hand Rail,Steel,Remove and Reset $82.15 136.00 TON $11,172.40 0382 Curb,Concrete,Carmel Creek Bridge $62.37 337.00 LFT $21,018.69 0383 Field Drilled Hale in Concrete $21.53 485.00 EA $10,442.05 0384 Pipe End Section,Diameter 24 IN. $2,192.57 1.00 EA $2,192.57 0385 Trench Drain $376.65 608.00 LFT $229,003.20 0386 Casting,Adjust to Grade $659.23 4.00 EA $2,636.92 0387 Inlet,A3 $2,481.87 1.00 EA $2,481.87 0388 Pipe Catch Basin,12 IN. $2,450-63 1.00 EA $2,450.63 0389 Pedestrian Signal Head,Countdown,18 IN. $958.35 2.00 EA $1,916.70 0390 Signal Pole Foundation,24 IN.x 24 IN.x 36 IN. $1,131.07 3.00 EA $3,393.21 0391 Signal Pale,Pedestal,12 FT. $1,124.29 1.00 EA $1,124.29 0392 Signal Pole,Pedestal,4 FT. $706.58 2.00 EA $1,413.16 0393 Loop Detector Delay Amplifier,2 Channel $325.16 1.00 EA $325.16 0394 Rectangular Rapid Flashing Beacon $7,973,75 1.00 EA $7,973.75 0395 Pedestrian Push Button,APS $1,129.92 2.00 EA $2,259.84 0396 Signal Cable,Control,Copper,3C/14 Ga. $2.27 418.00 LFT $948.86 0397 Signal Cable,Control,Copper,5C/14 Ga. $2.49 594.00 LFT $1,479.06 0398 Luminaire,Mast Arm,8 ET $1,859.87 2.00 EA $3,719.74 0399 Luminaire,Roadway,LED,194 Watt $1,482.05 2.00 EA $2,964.10 0400 Wire,No.4 Copper,1/C $4.17 1,188.00 LFT $4,953.96 0401 Maintaining Traffic,Additional,Const.Change 8 $38,956.66 1.00 LS $38,956.66 0402 Mobilization and Demobilization,Const.Change 8 $53,434.87 1.00 LS $53,434.87 0403 Construction Engineering,Const.Change 8 $10,270.79 1.00 LS $10,270.79 0404 Concrete Center Curb,Type D,Randall Bypass $256.02 45.00 SYS 511,520.90 Subtotal New Pay Items: $874,848.12 TOTAL for Change Order No.14 = $1,213,176.86 DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Is November 21, 2018 Mr. Chris Ogg Assistant City Engineer City of Carmel One Civil Square Carmel, IN 46032 RE: 966 Street at Keystone Parkway—Construction Change No. 8 Project No. 16-ENC-05 Chris: Attached is proposed Construction Change No. 8 for your review and approval. Once approved, please provide Construction Change No. 8 to Rieth Riley. The changes are to revise the multi-use path on the north side of 96th street from Priority Way to Hazel Dell and add a sidewalk on the south side of 96th street from Priority Way to Gray Rd. Curb ramps, pavement markings and signage has been added for the multi-use path and sidewalk. Intersection improvements were made at the 96th Street and Martin Marlette entrance. Concrete curb and railing improvements have been made at the Carmel Creek Bridge along 96th Street. Using Rieth Riley's bid prices, the estimated construction cost for Construction Change No. 8 is an increase of$662,280.63. Please contact me if there are questions or comments at 317-780-7178 or sstroebel cAehacompanies.com. Sincerely, CHA Consulting,Inc. )60110/riiha Jtjfie12,41 Samantha J. Stroebel, P.E. Attachments: • Construction Change No. 8 Response to Comments • Construction Change No. 8 Cost Estimate • Construction Change No. 8 Technical Specification • Construction Change No. 8 Revised Roadway Plans "Satisfying Our Clients with Union Station, 300 S. Meridian Street, Indianapolis, IN 46225 Dedicated People Committed to Total Quality" T 317.786.0461 • F 317.788.0957 • www.chacompanies.com DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 CI 1 ' October 11t,2019 Mr. Chris Ogg Assistant City Engineer City of Cannel One Civil Square Carmel, IN 46032 RE: 96th Street at Keystone Parkway—Construction Change No. 13 Project No. 16-ENG-05 Chris: Attached is proposed Construction Change No. 13 for your review and approval. Once approved, please provide Construction Change No. 13 to Rieth Riley. The changes are to adjust the width of the trench drain under the multi-use path on the north side of 96th street from Priority Way to Hazel Dell and sidewalk on the south side of 96th street from Priority Way to Gray Rd. The width of the trench drain has changed from 3' wide to 2' wide and additional trench drains have been added. Using Rieth Riley's bid prices, the estimated construction cost for Construction Change No. 13 is an increase of$40,623.25. Please contact me if there are questions or comments at 317-780-7178 or sstroebel(achacompanies.com. Sincerely, CHA Consulting, Inc. -444norem Samantha J. Stroebel, P.E. Attachments: • Construction Change No. 13 Cost Estimate • Construction Change No. 13 Revised Roadway Plans "Satisfying Our Clients with Union Station,300 S. Meridian Street, Indianapolis, IN 46225 Dedicated People Committed to Total Quality" T 317.786.0461 • F 317.788.0957 • www.chacompanies.com DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 CI ii r April 29th, 2020 Mr. Chris Ogg Assistant City Engineer City of Carmel One Civil Square Cannel, IN 46032 RE: 96th Street at Keystone Parkway—Construction Change No. 14 Project No. 16-ENG-05 Chris: Attached is proposed Construction Change No. 14 for your review and approval. Once approved, please provide Construction Change No. 14 to Rieth Riley. The changes are to add temporary erosion control to the multi-use path on the north side of 96th street from Priority Way to Hazel Dell and sidewalk on the south side of 96th street from Priority Way to Gray Rd. Using Rieth Riley's bid prices, the estimated construction cost for Construction Change No. 14 is an increase of$10,811.25. Please contact me if there are questions or comments at 317-780-7178 or sstroebel@chacompanies.com. Sincerely, CHA Consulting, Inc. 24(inifildha —2&-efteegi Samantha J. Stroebel,F.E. Attachments: • Construction Change No. 14 Cost Estimate • Construction Change No. 14 Revised Roadway Plans "Satisfying Our Clients with Union Station,300 S. Meridian Street, Indianapolis,IN 46225 Dedicated People Committed to Total Quality" T 31 7.786.0461 • F 317.788.0957 • www.chacompanies.com DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 1 a t. ' -- 1 g,,f0 I .'r r d , t , S a, E s ' c' c7 -r« . , . —1-7, -/Jff . ,.'S r " i S- a • I .t I Nv arY s 7 .1, ,.., , . ,.. e ----:,. ..,k2 ' .4. :, .. 0 e„; • 4/lirP7 imite„."411*. :-.1 i 4 V h ` .7R ` .h _y, t =5 .- f r _.. "r L W y._ I t '� 1 1JZI i .i', 1:.3J ; a3 y 'r4�. O �. 'V 411.t,..'?.,r I. . ' . i• _ N " t 1 �J e s L Y '� y . —•r;., : lti...a L a I -R cybiSI DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 ¶RJffTh!JILEY CONSTRUCTION CO. , INC. 100% Quality • 100% Employee Owned • Over 100 Years May 5th, 2020 Tim Conarroe Project Engineer Sent Via Email: TConarroe@structurepoint.com American Structurepoint Inc. 7260 Shadeland Station Indianapolis, IN 46256 Contract: 16-ENG-05,96th St. and Keystone Parkway RE: Construction Change No.8 and Randall Dr. Proposal Tim, The following is the proposal pricing for construction change no. 8 and 96th/Randall Dr. median. The proposal pricing is based on the construction change documents that were provided. Total =$1,205,086.95 ITEM NO. ITEM DESCRIPTION QTY UNIT UNIT COST TOTAL COST 17 Excavation,Common 1145 CYS $ 85.87 $ 98,321.85 18 Borrow 309 CYS PS 15.98 $ 4,937.82 - 21 Temporary Inlet Protection 114 EACH S 107.92 $ 12,303.34 23 Temporary Silt Fence 3177 LFT $ 1.25 3 3,971,25 28 Subgrade Treatment,Type II 12 SYS S 15.34 S 184.08 29 Subgrade Treatment,Type III 4180.00 SYS $ 1.84 $ 7,691.20 33 Structure Backfill,Type 1 281 CYS $ 0.46 $ 129.26 37 Compacted Agg.No.53 Base 1446 TON $ 18.37 $ 26,563.02 43 HMA,4,76,Surface,9.5 rein 45 TON $ 90.84 $ 4,087.80 75 HMA for Sidewalk 684 TON $ 90.07 $ 61,607.88 • 76 Sidewalk,Concrete 3206 SYS $ 50.13 $ 160,716.78 78 Curb Ramp,Concrete(All Types) 678 SYS $ 157.43 3 166,737.54 79 Detectable Warning Surfaces 101 SYS 5 179.60 S 18,139.60 82 Curb,Concrete,Modified 3376 LFT $ 24.84 $ 83,859.84 66 Curb and Gutter,Combined,Type II 72 LFT $ 53.05 $ 3,819.69 99 Geotextiles 20 SYS $ 1.58 $ 31.60 100 Riprap,Revetment 10 TON $ 28.49 $ 284.90 105 Seed Mixture U 246 LBS $ 5.25 $ 1,291.50 • 107 Mulching Material 3 TON $ 350.00 $ 1,050.00 _ 108 Water 8 Kgal $ 1.00 3 8.00 109 Topsoil 417 CYS $ 30.34 S 12,651.78 110 Sodding,Nursery 2954 SYS $ 3.50 5 10,339.00 122 Install Reinforcing Steel 1117 LBS $ 4.17 $ 4,659.76 144 Pipe.Type 2,Circular,12 IN. 25 LFT $ 41.03 $ 1,025.75 146 Pipe,Type 2,Circular,18 IN. 634 LFT $ 48.39 $ 30,679.26 147 Pipe,Type 2,Circular,24 IN. 77 LFT $ 56.82 $ 4,375.14 157 Video Inspection for Pipe 35 LFT $ 1.31 $ 45.85 177 Inlet,F7 3 EACH $ 2,095,84 3 6,290.52 230 Sign Post,Square Type 1 Reinforced Anchor Base 161 LFT $ 20.64 S 3,323.04 240 Sign,Sheet with Legend,0.080 IN. 146'SFT $ 22.17 S 3,236.82 253 Sign Ground Mounted Reset 14 EACH 3 172.50 $ 2,415.00 274 Counduit,Steel,Galvanized,2 IN. 35 LFT $ 20.53 $ 718.55 288 Transverse Marking,Thermoplastic,Crosswalk Line,White,24 IN. 1884 LFT $ 6.00 $ 11,304,00 290 Line,Thermoplastic,Solid,White,4 IN. 3478 LET S 0.75 $ 2,608.50 292 Line,Thermoplastic,Solid,White,24 IN. 89 LFT $ 6.00 $ 534.00 295 Line,Component,Solid,White,4IN. 14158 LFT $ 1.00 3 158.00 338 PCCP, 12.5 IN. 524 SYS $ 128.75 $ 67,465.00 P.Q. Box 276 •175i W. Minnesota St.• Indianapolis, IN 46206 / Phone: (317) 634-5561 • www.rieth-riley.com DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 IE RThfR!LEY CONSTRUCTION Co. INC. 100% Qualify • 100% Employee Owned • Over 100 Years 339 PCCP Patching,Full Depth 12 SYS $ 314.00 $ 3,768.03 340 Hand Rail,Steel 135 LFT $ 116.32 $ 15,703.82 341 Hand Rail,Steel,Remove and Reset 136 LFT 3 82,15 $ 11,171.79 342 Cub,Concrete,Carmel Creek Bodge 337 LFT $ 62.37 S 21,019.00- 343 Field Drilled Hole In Concrete 485 EA $ 21.53 $ 10,440.67 344 Pipe End Section,Diameter 24 IN. 1 EA $ 2,192.57 $ 2,192.57 345 Trench Drain 608 LFT $ 376.65 $ 229,003.45 346 Casting,Adjust to Grade(EX SIRS) 4 EA $ 65923 $ 2,636,91 347 Inlet,A3 1 EA $ 2,481.87 $ 2.481.87 348 Pipe Catch Basin,12 IN. 1 EA $ 2,450.63 $ 2,450.63 349 Pedestrian Signal Head,Countdown,18 IN. 2 EA S 958.35 S 1,916.70 350 Signal Pole Foundation 24 IN.X24 ikt X36 IN. 3 EA $ 1,131.07 S 3,393.21 351 Signal Pole,Pedestal,12FT 1 EA $ 1,124.29 $ 1,124.29 352 Signal Pole,Pedestal,4FT 2 EA $ 706.58 $ 1,413.16 353 Loop Detector Delay Amplifier,2 Channel 1 EA $ 325.16 $ 325.16 354 Rectangular Rapid Flashing Beacon 1 EA $ 7,973.75 $ 7,973.75 355 Pedestrian Push Button,APS 2 EA $ 1,129 92 $ 2,259.84 356 Signal Cable,Control,Copper,3C/14 GA 418 LFT $ 2.27 $ 948.22 357 Signal Cable,Control,Copper,5C/14 GA 594 LFT S 2.49 $ 1,477.89 358 Luminaire,Mast Arm,8FT 2 EA $ 1,859.87 S 3,719.73 359 Luminaire Roadway LED 194 Watt 2 EA $ 1,482.05 $ 2,964.10 360 Wire,No.4 Copper,11C 1188 LFT $ 4.17 $ 4,952.11 Maintenance of Traffic(Additional) 1 LS $ 38,956.66 $ 38,956.66 Mobilization 1 LS $ 53,434.87 $ 53,434.87 Construction Engineering 1 LS $ 10,270.79 $ 10,270.79 ,Concrete Center Curb,Type D(Randall Dr.) 45 SYS Si 256.02 S 11,520.90 TOTAL $ 1,205,986.95 *Quantities are approximate and may vary. EXCLUSIONS/INCLUSIONS: • Pricing is based on closing the curb lane on 96th St. eastbound and westbound for 60 days. Maintaining one lane of traffic in each direction. • Proposal includes construction change no. 8, 13, 14 and 96thSt./Randall Dr. median. • Randall Dr. items and quantities included in this proposal are based on sketch provided by Chris Ogg in 4/27/20 email. • Lane Closures on 96th St. will be required for Randall Dr. work; cost is included in proposal. If you have any questions regarding this proposal, please let me know. Thanks, 7veel 7/°404 Tyler Joseph Project Manager Rieth-Riley Construction Co., Inc. Cc: Eric Holmes Chris Ogg Mike Ruth Nicole Klass P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206 Phone:(317) 634-5561 • www.rieth-riley.com DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Conarroe, Tim From: Ogg, Chris <cogg@carmel.in.gov> Sent: Wednesday, May 13, 2020 9:05 AM To: Conarroe, Tim Cc: Klass, Nicole Subject: RE: Construction Change No.8 & Randall Dr. Proposal Tim, Let's move forward with this. If you can get me the CO by this afternoon, I can probably get this on the 5/20 BPW; if not, then it will be on the 6/3 agenda. Thanks. Chris Ogg, PE Assistant City Engineer Carmel Engineering Department One Civic Square Carmel IN,46032 0:317.571,2436 C:317.945.7777 cogg@carmel.in.gov A Please consider the environment before printing this e-mail From:Conarroe,Tim <TConarroe@structurepoint.com> Sent:Tuesday, May 12, 2020 3:27 PM To: Ogg, Chris <cogg@carmel.in.gov> Cc: Klass, Nicole<nklass@structurepoint.com> Subject: FW: Construction Change No.8& Randall Dr. Proposal **** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from unknown senders or unexpected email. **** Chris, With the addition of the Erosion Control Items(Const. Change 14) and the median work at 96th Street/Randall Bypass, the total cost of the proposal has increased by$119,387.42 to a y . The items that I flagged during my initial review are all higher in price due to lower production, need to use smaller equipment, low quantity, hand work and so on. Based on the explanation from Rieth-Riley(below) regarding the reason for some of the higher than normal unit prices, I would say that this is probably the best we are going to do. I don't see anything else that sticks out as being obviously out of line. If you and Jeremy are OK moving forward with the $1.2 Million, I will let Tyler know that they can proceed and I will begin work on the Change Order document. Rieth-Riley 4/21/2020 As discussed today, Rieth-Riley will not be providing backup documentation on the below referenced items. In general, the unit prices for the below referenced items are higher than the contract unit prices because the scope of work is much different from the original contract. 1 DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 Timothy P.Conarroe, PE Project Engineer,Construction Solutions From:Tyler Joseph <tjoseph@rieth-riley.com> Sent: Friday, May 8, 2020 4:04 PM To:Conarroe,Tim <TConarroe@structurepoint.com> Cc: Chris Ogg<cogg@carmel,in.gov>; Klass, Nicole<nklass@structurepoint.com>; Eric Holmes <eholmes@rieth- riley.com>; Mike Ruth<mruth@rieth-riley.com> Subject:Construction Change No.8 & Randall Dr. Proposal Tim, Please see attached proposal. Let me know if you have any questions. Thanks, lETH• !LEY CONSTRUCTION Co., INC. Tyler Joseph PtAKr 7E.Vi Vrreeate=.t r,ar ; rld5= :;33-"534_L51 r sth-r:el.cor- This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may contain legally privileged and/or confidential information. If you are not the intended recipient of this e-mail (or the person responsible for delivering this document to the intended recipient), you are hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any attachment thereto, is strictly prohibited. If you have received this e- mail in error, please respond to the individual sending the message, and permanently delete the original and any copy of any e-mail and printout thereof. DISCLAIMER:This message contains confidential information and is intended only for the individual named. If you are not the named addressee,you should not disseminate, distribute, utilize, or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake, and delete this e-mail from your system. No design changes or decisions made by e-mail shall be considered part of the contract documents unless otherwise specified, and all design changes and/or decisions made by e-mail must be submitted as an RFI or a submittal unless otherwise specified.All designs, plans, specifications and other contract documents(including all electronic files) prepared by the sender shall remain the property of the sender, and the sender retains all rights thereto, including but not limited to copyright, statutory and common-law rights thereto, unless otherwise specified by contract. E-mail transmission cannot be guaranteed to be secure or error-free as information could be intercepted, corrupted, lost, destroyed,arrive late or incomplete, or contain viruses. The sender therefore does not accept liability for any errors or omissions in the contents of this message which arise as a result of e-mail transmission. If verification is required, please request a hard-copy version. https://www,structurepoint.com/ 2 DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590 CITY OF CARMEL ENGINEERING DEPARTMENT Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 06/10/20 Re: C.O.#14-96th Street and Keystone Parkway Project#16-ENG-05 Doug, please find attached 1 original of same change order for project #16-ENG-05 96t' & Keystone Parkway. Please review& initial for the next BPW Meeting. Change Order #14- Original Contract Amount: $28,793,000.00 Increase: $1,213,176.88 New Contract Amount $31,976,342.03 Thank you, Lisa Scott • Page 1