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HomeMy WebLinkAboutRieth-Riley Construction Co., Inc./ENG/$678,871.99/CO #1/20-ENG-03 DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF City of Carmel Project 20-ENG-03 APPROVED By Sergey Grechukhin at 2.35 pm,Jul 20,2023 Rieth-Riley Construction Co., Inc. — 3rd Avenue SW Reconstruction Autumn to 2nd St CHANGE ORDER #1 This change order balances all existing contract line item and added new items. Contract Price prior to this Change Order $3,465,950.00 Contract Price will be increased/decreased by this Change Order $678,871.99 New Contract Price including this Change Order $4,144,821,99 Amount Adjusted Contract Cumulative % Price Change from Original Contract Original Contract $3,465,950.00 $3,465,950.00 N/A Change Order#1 $ 678,871.99 $4,144,821.99 19.5% DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF CITY OF CARMEL TO: Rieth-Riley Construction Co.,Inc. CONTRACT CHANGE ORDER NO.:01 1751 W.Minnesota St, DATE:06/13/23 Indianapolis,IN 46221 PROJECT NAME:20-ENG-03 3rd Avenue SW Reconstruction CITY REQ.NO.:N/A CITY PO NO.: 106302 CITY PO DATE:2/17/2022 1. You are directed to make the following changes in this Contract: Add additional items due to modifications in the field and requests from Carmel Utility Departments. SCHEDULED ADJUSTMENT ITEM AMOUNT i+I OR( - 1 DAYS *See detail of items and summary of changed costs in attached Table TOTAL OF CHANGE ORDER ITEMS S678,871.99 365 Days 1I. 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,: u/a W.D.C.NO.: n/a Other:_By Request from the City of Carmel per proposals included herein The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order S 3,465,950.00 Contract Price will be increased by this Change Order S 678.871.99 New Contract Price including this Change Order S4,144,821.99 Contract Time prior to this Change Order 426 Days October 30 2023 Completion Date Net increased resulting from this Change Order 365 Days Current Contract Time including this Change Order October 30 2024 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 Recommended The Above Changes Are Accepted Approved r—DocuSigned by: r 972 8258D643... CROSSROAD ENGINEERS Rieth-Riley Construction James1ramarc�,Mayor ENGINEER CONTRACTOR l 15 N 17th Avenue 1751 W.Minnesota St. r ynlfashman:City Engineer Address Address bun,lit, 6E37CCOCOfi8E4C4.. Beech Grove,IN 46107 Indianapolis,IN 46221 MarySigned by:Ann Burke,Member Do City/State/Zip City/State/Zip l,t (JJ Pr "h°P3t9h Member By: Lance Stahtey By: t IFAL- a by: Lc+1 .ceiStahi,eey Looksro 8 q9D 844C8 Phone: 317-780-1555 Phone: 317-634-5561 Sue o gai g.City Clerk Date: 6/30/2023 Date: GVZ y Date: 8/16/2023 DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF 20-ENG-03 3rd Avenue SW Reconstruction from Autumn Drive to 2nd Street SW CHANGE ORDER#1 TABLE ....' - aft.-,_-`' �#+i ,-- 'far • - - ( h e -- � 0 ,•-$SIG 1 CONSTRUCTION ENGINEERING LS S34,365.00 1 $ 34,365.00 $43,125.00 1 5 43,125.00 $ 8,766.00� 2 MOBILIZATION AND DEMOBILIZATION LS $135,487.88 1 $ 135,487.88 $265,544.63 1 $ 265,544.63 $ 130,056.75 3 CLEARING OF RIGHT OF WAY LS $63,900.00 1 $ 63,900.00 $71,760.00 I $ 71,760.00 $ 7,860.00 4 PAVEMENT REMOVAL SYS $25.60 37 $ 947.20 $26.60 36 $ 957.60 $ 10.40 5 EXCAVATION,COMMON CYS_ $68.75 2740 $ 188,375.00 $69.70 2775 $ 193,417.50 $ 5,042.50 6 BORROW CYS $0.01 6310 $ 63.10 $0.01 6360 $ 63.60 $ 0.50� 7 TEMPORARY INLET PROTECTION EACH $110.00 70 $ 7,700.00 $112.47 74 $ 8,322.78 $ 622.78 8 TEMORARY MULCH TON $425.00 4 $ 1,700.00 $425.00 S $ 2,125.00 $ 425.00 9 TEMPORARY SILT FENCE LFT _ $4.34 2281 $ 9,899.54 $4.47 2277 $ 10,178.19 $ 278.65 10- NO.2 STONE - TON $46.00 100 $ 4,600.00 $46.00 T00 -$ 4,600,00 $ - 11 TEMPORARY GEOTEXTILE SYS $2,25 235 $ 528.75 $2.65 235 $ 622.75_S 94.00 12 TEMPORARY SEED MIXTURE LBS $2.75 235 $ 646.25 $2.75 246 $ 676.50 S 30.25_ 13 PUMP AROUND EACH $9,120.50 1 $ 9,120.50 $9,120.50 1 $ 9,120.50 $ - 14 SUBGRADE TREATMENT,TYPE H _ SYS $24.45 928 $ 22,689.60 $25.50 848 $ 21,624.00 $ (1,065.60) 15 SIJBGRADETREATMENT,TYPE IC SYS $23.25 9902 $ 230,221.50 $23.25 9846 $ 228,919.50_$ (1,302.00) 16 STRUCTURE BACKFILL,TYPE 2 CYS $39.85 1815 $ 72,327.75 $43.00 1859 $ 79,937.00 $ 7,609.25 17 STRUCTURE BACKFILL,TYPE 3 CYS $72.80 48 $ 3,494.40 $74.80 48 $ 3,590.40 $ 96.00 18 DENSE GRADED SUBBASE CYS $82.50 3 $ 247.50 $82.50 3 $ 247.50 $ - 19 WIDENING WITH PCC BASE,6 IN. SYS $220.00 6 $ 1,320.00 S231.15 18 $ 4,160.70 $ 2,840.70 20 HMA SURFACE,TYPE"C",9.5mm TON $112.60 616 $ 69,361.60 $114.95 565 $ 64,946.75 $ (4,414.85) 21 HMALNTERMEDIATE,TYPE"C",19.0mm TON $100.35 1023 $ 102,658.05 $102.60 938 $ 96,238.80 $ (6,419.25) 22 HMA BASE,TYPE"C",25mm TON $90.45 2711 $ 245,209.95 $92.55 2608 $ 241,370.40 $ (3,839.55) 23 JOINT ADHESIVE,SURFACE LIT $0.65 3324 $ 2,1.60.60 $0.66_ 3364 $ 2,220.24 $ 59.64 24 JOINT ADHESIVE,INTERMEDIATE LFT $0.70 3324 $ 2,326.80 $0.73 3364 $ 2,455.72_$ 128.92 25 LIQUID ASPHALT SEALANT LFT $0.44 3324 $ 1,462.56 $0.44 3364 $ 1,480.16 $ 17.60 26 HMA INTERMEDIATE,TYPE"Cr,OG,19.0mm TON $87.65 1205 $ 105,618.25 $90.50 1198 $ 108,419.00 $ 2,800.75 27 ASPHALT FOR TACK COAT TON $0.01 9 5 0.09 $0.01 8 $ 0.08 $ (0.01) 28 BASE SEAL TON $500.00 9 S 4,500.00 $500.00 8 $ 4,000.00 S (500.00) 29 RETROFITTED TIE BARS EACH $23.00 8 S 184,00 $23.00 8 $ 184.00 $ - 30 D-1 CONTRACTION JOINT , LFT $22 40_ 6 5 134.40 $30.00 6 $ 180.00 S 45.60 31 SIDEWALK,CONCRETE,4IN. SYS - $58.10 3129 $ 181,794.90 $61.90 2864 $ 177,281.60 $ (4,513.30) 32 CURB RAMP,CONCRETE SYS $159.45 411 $ 65,533.95 $166.70 461 $ 76,848.70 $ 11,314,75 33 DETECTABLE WARNING SURFACES SYS $290.00 55 $ 15,950.00 $290.00 60 $ 17,400.00 $ 1,450.00 34 STRAIGHT CONCRETE CURB LFT $21.55 1356 $ 29,221.80, $29.96 1940 $ 58,122.40 $ 28,400.60 35 CENTER CURB,D CONCRETE SYS $202.40 3 $ 607.20 $222.40 14 $ 3,113.60 $ 2,506.40 36 CURB AND GUTTER,CONCRETE TYPE II LFT $24.00 4432 $ 106,368.00 $28.67 4295 $ 123,137.65 $ 16,769.65 37 HMA FOR APPROACRES,TYPE C TON $145.00 457 S 66,265.06 $153.45 502 $ 77,031,90 $ 1.0,766.90 38 PCCP FOR APPROACHES,9 IN. SYS S91.55 928 $ 84,958.40 $99.90 848 $ 84,715.20 $ (243.20) 39 RIPRAP,CLASS 1 TON S106.00 19 $ 2,014.00 $106.00 19 $ 2,014.00 $ - 40 GEOTEXTILE FOR RIPRAP TYPE IA SYS $4.80 37 $ 177.60 $4.80 37 $ 177.60 $ - 41 MOBILIZATION AND DEMOBILIZATION FOR $ 100.00 $ I00:00 SEEDING EA $50.00 2 $50.00 2 $ - 42 FERTILIZER TON $500.00 1 $ 500.00 $500.00 1 $ 500.00 $ - 43 MULCHED SEEDING U SYS $0.95 3786 $ 3,596.70 $0.95 3956 $ 3,758.20 $ 161.50 44 TOPSOIL CYS $90.00 154 $ 13,860.00 5108.60 155 $ 16,833.00 $ 2,973.00 45 SODDING,NURSERY SYS $3.00 1840 $ 5,520.00 $3.00 1852 _ $ 5,556.00 $ 36.00 46 FIELDOFFICE,B MOS $3,440.00 14 $ 48,160.00 $3,440.00 14 $ 48,160.00 $ - 47 SANITARY SEWER SERVICE ADJUSTMENT LFT $126.75 100 S 12,675.00 $126.75 100 5 12,675.00 $ - 48 PIPE,TYPE 4,CIRCULAR,6IN. LET $15.75 2179 $ 34,319.25 $15.96 2791 $ 44,544.36 $ 10,225.11 49 PIPE,CLASS HI RCP,CIRCULAR,12 IN. LFT $51.50 3262 $ 167,993.00 $51.50 2511 S 129,316.50 $ (38,676.50) 50 -PIPE,CLASS IH RCP,CIRCULAR,15 IN. LFT $60.30 351 $ 21,165.30 $60.30 297 S 17,909.10 $ (3,256.20) 51 PIPE,CLASS IH RCP,CIRCULAR,18IN. LFT $64.65 174 $ 11,249.10 $64.65 219 $ 14,158.35 $ 2,909.25 52 PIPE,CLASS IH RCP,CIRCULAR,24 IN. LFT S97.15 74 $ 7,189.I0 $97.15 152 $ 14,766.80 $ 7,577.70 53 PCP FOR STRUCTURE INSTALLATION SYS $167.00 16 $ 2,672.00 $175.35 16 $ 2,805.60 $ 133.60 54 PIPE END SECTION,DIAMETER 12 IN. EACH $1,095.00 2 $ 2,190.00 $1,095.00 2 $ 2,190,00 S - 55 PIPE EXTENSION,DEFORMED,27 IN.X 19 IN. LET $1,038.00 13 $ 13,494.00 $1,038.00 13 $ 13,494.00 $ - 56 VIDEO INSPECTION FOR UNDERDRAINS LFT $3.00 2179 $ 6,537.00 $3.00 2791 $ 8,373.00 $ 1,836.00 57 GEOTEXTILES FOR UNDERDRAIN,TYPE IA SYS $3.60 1974 $ 7,106.40 $3.60 2512 $ 9,043.20 $ 1,936.80 58 AGGREGATE FOR UNDERDRAINS CYS $92,80 182 $ 16,889.60 $94.79 252 $ 23,887.08 $ 6,997.48 59 MANHOLE,110 EACH $5,300.00 1 $ 5,300.00_ $5,338.00 4 $ 21,352.00 $ 16,052.00 60 _MANHOLE,313 MODIFIED EACH $5,441.00 2 $ 10,882.00 $5,474.00 4 S 21,896.00' $ 11,014.00 61 CASTING,INLET,ADUST TO GRADE EACH $731.25 I $ 731.25 $740.00 1 S 740.00 $ 8.75 62 CASTING,MANHOLE,ADJUST TO GRADE EACH_ $707.00 4 $ 2,828.00 $710.00 5 S 3,550.00 $ 722.00 63 INLET,E7 EACH $2,377.00 4 S 9,508.00 $2,380.00 4 $ 9,520.00 $ _ 12.00 64 INLET,F7 EACH $2,146.60 1 $ 2,146.00 $2,349.00 1 _ $ 2,349.00 $ 203.00 65 INLET,110 EACH $2,871.00 16 ,_$ 45,936.00 $2,892.00 16 $ 46,272.00 $ 336.00 66 INLET,M10 EACH $2,941.00 18 $ 52,938,00 $2,9613.00 14 $ 41,440.00 $ (11,498.00) 67 INLET,R.13 EACH $2,954.00 1 $ 2,954.00 $0.00 0 $ - $ (2,954.00) 68 MANHOLE,C4 EACH $4 I75.00 13 $ 54,275.00 $4,243.00 11 $ 46,673.00 $ (7,602.00) DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF 20-ENG-03 3rd Avenue SW Reconstruction from Autumn Drive to 2nd Street SW CHANGE ORDER#1 TABLE ',},014 r `` �� a.:D➢ttrALt tS .,w=�GC:B wact - .->t C,, , #..,_. * _ _. ` 69 INLET,J13 MODIFIED EACH_ $3,840.00 10 S 38,400.00 $3,840.00 11 S 42,240.00 $ 3,840.00 70 MANHOLE,14 EACH $5,992.00 2 S 11,984.00 $6,057.00 4 $ 24,228.00 $ 12,244.00 71 INLET,M13 MODIFIED EACH $3,584.00 8 $ 28,672.00 $3,605.00 11 S 39,655.00 $ 10,983.00 LONG AND SHORT SIDE SERVICES 72 (UNDISTURBED) EACH $4,972.00 l $ 4,972.00 $4,972.00 1 $ 49?2.00 , $ 73 CONSTRUCTION SIGN,C EACH $180.00 4 $ 720,00 $190.00 4 $ 760.00 $ 40.00 74 ROAD CLOSURE SIGN ASSEMBLY EACH $250.00 5 S 1,250,00 $250.00 5 $ 1,250.00 $ - 75 DETOUR ROUTE SIGN ASSEMBLY EACH $70.00 40 $ 2,800.00 $75.00 40 $ 3,000.00 $ 200.00 76 CONSTRUCTION SIGN,A EACH $105.00 3 $ 315.00 $113.00 3 $ 339.00 $ 24.00 77 'CONSTRUCTION SIGN,B EACH $50.00 9 $ 450.00 $52.00' 9 $ 468.00 $ 18.00 78 MAINTAINING TRAFFIC LS $28,140.00 1 $ 28,140.00 $29,680.00 1 $ 29,680.00 $ 1,540.00 79 ;BARRICADE,III-A LFT $16.00 108 $ 1,728.00 $16.75 108 $ 1,809.00 S 81.00 80 BARRICADE,III-B LFT $16.00 60 $ 960.00 $16.75 60 $ 1,005.00 S 45.00 81 DETECTABLE PEDESTRIAN BARRICADES LFT $10.00 45 $ 450.00 $11.50 45 $ 517.50 S 67.50 82 SIGN POST,SQUARE TYPE 1 REINFORCED ANCHOR $ 6,468.00 $ 20,349.60 BASE LFT $39.20 165 $55.60 366 $ 13,881.60 83 SIGN,SHEET,RELOCATE EACH $270.00 4 $ 1,080.00 $522.00 4 $ 2,088.00 S 1,008.60 84 SIGN,SHEET,WITH LEGEND,0.080 IN. SFT $28.40 108 $ 3,067.20 $29.20 216 S _6,307.20 $ 3,240.00 85 SIGN,DOUBLE-FACED,SHEET,WITH LEGEND, $ 283.50 $ 400.50 0.125 IN.THICKNESS SFT S40.50 7 $44,50 9 $ 117.00 86 DECORATIVE STREET SIGN ASSEMBLY, $ 750.00 $ 2,430.00 INSTALLED EACH $750.00 I S810.00 3 $ 1,680.00 87 CONDUIT,PVC,1.25 IN.SCHEDULE 80 LFT $15.50 214 $ 3,317.00 $27.63 0 _ $ - $ (3,317.00) 88 CONDUIT,PVC,1.25 IN.SCHEDULE 40 LFT $13.63 589 $ 8,028.07 $22.47 0 $ - $ (8,028.07) 89 HANDHOLE,COMMUNICATION EACH $1,100.00 3 $ 3,300.00 $4,465.18 0 $ - $ (3,300.00) TRANSVERSE MARKING,THERMOPLASTIC,STOP $ 7,632.00 $ 5,71520 LINE,WHITE 24 INIFT $9.00 848 $9.40 608 $ (1,916.80) 91 LINE,THERMOPLASTIC,SOLID,WHITE,4 N. LFT $0.65 117 $ 76.05 $0.70 109 $ 76.30 $ 0.25 92 LINE,THERMOPLASTIC,DO I I Ell YELLOW,6 IN, $ 22.00 $ 30.80 3F FT LINE,4 FT GAP LFT $1.00 22 $1.40 22 $ 8.80 93 TRANSVERSE MARKING,THERMOPLASTIC, $ 264 00 $ 256.00 PARKING LNE,WHITE 4 N. LFT $0.75 352 $0.80 320 $ (8.00) 94 LINE,THERMOPLASTIC,SOLID,YELLOW,4IN. LET $0.65 3362 $ 2,185,30 $0.70 3472 $ 2,430.40 $ 245.10 95 TRANSVERSE MARKING,THERMOPLASTIC, $ 324.00 $ CROSSHATCH LINE,YELLOW,12 IN. LET $4.50 72 $0.00 0 $ (324,00) 96 TRANSVERSE MARKING,THERMOPLASTIC,STOP $ 738.00 $ 392.70 LINE,WHITE 24 IN LFT $9.00 82 $9.35 42 $ (345.30) 97 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH $100.00 4 S 400.00 $108.00 16 $ 1,728.00 $ 1,328.00 98 LINE,THERMOPLASTIC,SOLID,YELLOW_,8 N. LFT $1.50 240 $ 360.00 $0.00 0 $ - $ (360.00) 99 MANHOLE,48 IN.,SANITARY EA $6,640.00 5 $ 33,200.00 $6,683.00 5 $ 33,415.00 $ 215.00 100 PIPE,REMOVE,SANITARY SEWER.,RCP,15 IN. LFT $43.45 175 $ 7,603.75 $45.40 175 $ 7,945.00 $ 341.25 101 PIPE,SANITARY SEWER,SDR 26 PVC,8 N. LFT $348.20 112 $ 38,998.40 $358.90 210 _ $ 75,369.00 $ 36,370.60 102 PIPE,SANITARY SEWER,SDR 26 PVC,12 N. LFT $329.00 656 $ 215,824.00 $340.35 557 $ 189,574.95 $ (26,249.05) 103 SANITARY LATERAL RECONNECT,SDR 26 PVC,6 $ 13,68fl.00 $ 14,480.00. IN. EACH $6,840.00 $ 800.00 104 FIRE HYDRANT ASSEMBLY,REMOVE EACH $1,325.00 4 $ 5,300.00 $1,355.00 4 S 5,420.00 $ 120.00 105 WATER MAN,DUCTILE IRON,8 N. - LFT $227.20 147 $ 33,398.40 S228.15 147 S 33,538.05 $ 139.65 106 WATER MAN,DUCTILE IRON,12 IN. LFT $173.25 2350 $ 467,137.50 $179.20 2350 $ 421,120.00 $ 13,982.50 107 GATE VALVE AND VALVE BOX,12 N. EACH $4,120.00 I 1 $ 45,320.00 $4,170.00 15 $ 62,550.00 $ 17,230.00 108_GATE VALVE AND VALVE BOX,8IN. EACH $3,620.00 3 $ 10,860.00 S3,652.00 3 $ 10,956.00 $ 96.00 109 TAPPING SLEEVE AND VALVE,8 IN.x 8 N. EACH $5,905.00 l $ 5,905.00 $6,092.00 1 $ 6,092.00 $ 187.00 110 FIRE HYDRANT ASSEMBLY EACH $8,870.00 4 $ 35,480.00 S9,025.00 4 $ 36,100 00 $ 620.00 11I RECONNECT EXISTING WATER SERVICE EACH $5,505.67 3 $ 16,517,01 $5,635.35 3 $ 16,906.115 $ 389.04 112 TEMPORARY PAVEMENT MARKING,4 N. LFT $1.00 734 $ 734.00 $1.06 734 $ 778.04 $ 44.04 113 RAISED PEDESTRIAN CROSSING SYS $0.00 $ - $336.40 267 $ 89,818.80 $ 89,818.80 114 ROLL CURB FOR TRUCK APRON LFT $0.00 $ - $46.02 214 $ 9,848.28 $ 9,848.28 115 CONCRETE ROLL CURB&GUTTER,MODIFIED _ LET $0.00 $ $52.32 112 $ 5,859.84 $ 5,859.84 116 PIPE,CLASS III RCP,CIRCULAR,421N LFT $0,00 S $290.60 72 S 20,923.20 $ 20,923.20 117 PIPE,CLASS IH RCP,CIRCULAR,361N LET $0.00 $ - $268.80 130 $ 34,944.00 $ 34,944.00 118 MANHOLEK4 EACH $0.00 S - $11,285.00 1 $ 11,285.00_S 11,285.00 119 MANHOLE,L4 MODIFIED EACH $0.00 $ - $16,985.80 1 $ 16,985.80 $ 16,985.80 120 TRANSVERSE MARKING,MULTI-COMPONENT, $ $ 28.80 RED.CROSNG EACH $0.00 $3.20 9 S 28.80 121 TRANS.MARKING,THERMO,"SHARK TEETH" $ - $ 112.70 YIELD LN WH. LFT $0.00 $2.45 46 $ 1.12.70 122 LINE,THERMO,DOTTED,WIT N,2 FT LINE,2 FT $ $ 248.05 GAP LFT $0.00 $2.05 121 $ 248,05 123 HANDHOLE,LIGHTING EACH $0.00 $ - $2,990.37 9 $ 26,913.33 $ 26,913.33 124 LUMNA1RE,ORNAMENTAL,70W LED EACH $0.00 $ - $2,880.60 0 $ - S - DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF 20-ENG-03 3rd Avenue SW Reconstruction from Autumn Drive to 2nd Street SW CHANGE ORDER#1 TABLE . --,t 4r � - .. l Stu .ontaa-.--' a �'•"-ra . . ,_ - t_.?rtea= " k } .t... 3 =T n` . ..._._:w.irft r 125 LUMINAIRE,ORNAMENTAL,185W LED EACH $0.00 $ - $4,985.45 6 $ 29,412.70 $ 29,912.70 126 LIGHT POLE,ORNAMENTAL I5FT EMH EACH $0.00 $ - $6,318.00 0 $ - $ - 127 LIGHT POLE,ORNAMENTAL,30F7 EMH,8FT MAST $ - $ 24,940.00 ARM EACH S0.00 $4,990.00 6 $ 29,940.00 128 CONDUIT,STEEL,GALVANIZED,2 IN LFT S0.00 $ - $47.00 100 $ 4,700.00 $ 4,700.00 129 WIRE NO.4 COPPER,IN PLASTIC DUCT,IN $ - $ 13,230.40 TRENCH 4 1/C LFT $0.00 $18.90 700 $ 13,230.00 130 LIGHT FOUND,CONY.POLE,CONC W/GROUND,18" $ $ X 72" EACH $0.00 $1,645.75 0 $ - l31 LIGHT FOUND,CONY.POLE,CONC W/GROUND,18" $ $ 15,601.20 X 96" EACH $0,00 $2,600.20 6 $ 15,601.20 132 SERVICE POINT,II EACH $0.00 $ - $9,960.00 1 $ 9,960.00 $ 9,960.00 133 CABLE POLE CIRCUIT,THWN,NO 10 COPPER, $ $ STRAND 1/C _ LFT $0.00 $1.45 0 $ - 134 CONNECTOR KIT,UNFUSED EACH _ $0.00 $ $40.69 6 $ 244.14 $ 244.14 135 CONNECTOR KIT,FUSED EACH $0.00 S - $43.41 6 $ 260.46 $ 260.46 la l36 MULTIPLE COMPRESSION FTG,NON- $ $ 82.50 WATERPROOFED EACH $0.00 $13.75 6 $ 82.50 137 $ $ 95.28 MULTIPLE COMPRESSION FTG,WATERPROOFED EACH $0.00 $15.88 6 $ 95.28 138 INSULATION LINK,NON-WATERPROOFED EACH $0.00 $ - $11.81 12 $ 141.72 $ 141.72 139 INSULATION LINK WATERPROOFED EACH $0.00 $ - $14.59 12 $ 175.08 $ 175.08 140 LIGHT POLE,RELOCATE EACH $0.00 $ - $1,578.89 2 $ 3,157.78 $ 3,157.78 141 CABLE DUCT MARKER EACH $0.00 $ - $395.00 4 $ 1,580.00 $ 1,580.00 142 CONCRETE CRADLE EACH $0.00 $ - $992.00 1 $ 992.00 $ 992.00 143 COMPACTED AGGREGATE NO.53 STONE CYS $0.00 $ - $110.42 44 $ 4,858.48 $ 4,858.48 144 TRUCK APRON,7 IN DECORATIVE SYS $0.00 $ - $144.90 157 $ 22,749.30 $ 22,749.30 145 CONDUIT,PVC,2 IN SCHEDULE 80 LOT $0.00 $ - $28.33 564 $ 15,978.12 $ 15,978.12 146 CONDUIT PVC,_2 IN SCHEDULE 40 I_FC $0.00 $ - $26.05 600 $ 15,630.00 $ 15,630.00 147 CONDUIT,PVC,4 IN SCHEDULE 80 LFT $0.00 $ - $42.07 0 $ $ - CONTRACT PRICE PRIOR TO CHANGE ORDER $ 3,465,950.00 CHANGE ORDER#1 $ 678,871.99 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $ 4,144,821,99 DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF 20-ENG-03 3rd Avenue SW Reconstruction from Autumn Drive to 2nd Street SW EXHIBIT A You have been directed to make the following changes in this Contract: I#em Description Reason For Change No- I CONSTRUCTION ENGINEERING Cost associated with new items(RAB) 2 MOBILIZATION AND DEMOBILIZATION Cost associated with new items#113-#l47 (RR Overhead&Lighting Pkg.Sub) 3 CLEARING OF RIGHT OF WAY New Design pushed project into 2024-Updated Labor/Equipment 4 PAVEMENT REMOVAL New Design pushed project into 2024-Updated Labor/Equipment 5 EXCAVATION,COMMON New Design pushed project into 2024-Updated Labor(Equipment 6 BORROW 7 TEMPORARY INLET PROTECTION New Design pushed project into 2024-Updated Labor/Equipment!Material 8 TEMORARY MULCH 9 TEMPORARY SILT FENCE New Design pushed project into 2024-Updated Labor/Equipment/Material 10 NO.2 STONE I I TEMPORARY GEOTEXTILE New Design pushed project into 2024-Updated Labor/Equipment/Material 12 TEMPORARY SEED MIXTURE 13 PUMP AROUND 14 SUBGRADE TREATMENT,TYPE 11 _ _ New Design pushed project into 2024-Updated Labor/Equipment/Material )5 SUBGRADE TREATMENT,TYPE IC 16 STRUCTURE BACKFILL,TYPE 2 New Design pushed project into 2024-Updated Labor 1 Equipment/Material 17 STRUCTURE BACKFILL,TYPE 3 New Design pushed project into 2024-Updated Labor/Equipment/Material 18 DENSE GRADED SUBBASE 19 WIDENING WITH PCC BASE,6 IN. New Design pushed project into 2024-Updated Labor/Equipment/Material 20 HMA SURFACE,TYPE"C",9.5mm New Design pushed project into 2024-Updated Labor/Equipment/Material 21 HMA INTERMEDIATE,TYPE"C",19.0mm New Design pushed project into 2024-Updated Labor/Equipment/Material 22 HMA BASE,TYPE"C",25mm New Design pushed project into 2024-Updated Labor/Equipment/Material 23 JOINT ADHESIVE,SURFACE New Design pushed project into 2024-Updated Labor/Equipment/Material 24 JOINT ADHESIVE,INTERMEDIATE New Design pushed project into 2024-Updated Labor/Equipment/Material 25 LIQUID ASPHALT SEALANT 26 HMA INTERMEDIATE,TYPE"C",OG,19.0mm New Design pushed project into 2024-Updated Labor/Equipment/Material 27 ASPHALT FOR TACK COAT 28 BASE SEAL 29 RETROFITTED TIE BARS 30 D-L CONTRACTION JOINT New Design pushed project into 2024-Updated Labor I Equipment/Material 31 SIDEWALK,CONCRETE,4 IN. Shelby Concrete Updated Pricing 32 CURB RAMP,CONCRETE Shelby Concrete Updated Pricing 33 DETECTABLE WARNING SURFACES 34 STRAIGHT CONCRETE CURB Shelby Concrete Updated Pricing _35 CENTER CURB,D CONCRETE Shelby Concrete Updated Pricing 36 CURB AND GUTTER,CONCRETE TYPE II Shelby Concrete Updated Pricing 37 HMA FOR APPROACHES,TYPE C New Design pushed project into 2024-Updated Labor/Equipment/Material 38 PCCP FOR APPROACHES,9 IN. Shelby Concrete Updated Pricing 39 RIPRAP,CLASS L 40 GEOTEXTILE FOR RIPRAP TYPE LA MOBILIZATION AND DEMOBILIZATION FOR 41 SEEDING 42 FERTILIZER _ 43 MULCHED SEEDING U 44 TOPSOIL Supplier expressed concern on avilibility.Two vendors needed to supply project.Trucking 45 SODDING,NURSERY 46 FIELD OFFICE,B 47 SANITARY SEWER SERVICE ADJUSTMENT 48 PIPE,TYPE 4,CIRCULAR,6 IN. Fox Contractor price increase for 2024 49 PIPE,CLASS III RCP,CIRCULAR,12 IN. 50 PIPE,CLASS III RCP,CIRCULAR,15 IN. 51 PIPE,CLASS III RCP,CIRCULAR,18 IN. 52 PIPE,CLASS III RCP,CIRCULAR,24 IN. 53 PCP FOR STRUCTURE INSTALLATION New Design pushed project into 2024-Updated Labor/Equipment/Material 54 PIPE END SECTION,DIAMETER 12 IN. 55 PIPE EXTENSION,DEFORMED,27 IN.X 19[N. 56 VIDEO INSPECTION FOR UNDERDRAINS 57 GEOTEXTILES FOR UNDERDRAIN,TYPE IA Fox Contractor price increase For 2024 58 AGGREGATE FOR UNDERDRAINS Fox Contractor price increase for 2024 59 MANHOLE,J 10 New Design pushed project into 2024-Updated Labor I Equipment I Material DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF 20-ENG-03 3rd Avenue SW Reconstruction from Autumn Drive to 2nd Street SW EXHIBIT A You have been directed to make the following changes in this Contract: Item Description Reason For Change No. 60 MANHOLE,J 13 MODIFIED New Design pushed project into 2024-Updated Labor:Equipment i Material 6l CASTING,INLET,ADUST TO GRADE New Design pushed project into 2024-Updated Labor!Equipment/Material 62 CASTING,MANHOLE,ADJUST TO GRADE_ New Design pushed project into 2024-Updated Labor/Equipment/Material 63 INLET,E7 Indiana Pre-Cast Pricing Increase 64 INLET,F7 Indiana Pre-Cast Pricing Increase 65 INLET,J10 Indiana Pre-Cast Pricing Increase 66 INLET,M 10 Indiana Pre-Cast Pricing Increase 67 INLET,R13 Item Eliminated 68 MANHOLE,C4 Indiana Pre-Cast Pricing Increase 69 INLET,J13 MODIFIED 70 MANHOLE,J4 Indiana Pre-Cast Pricing Increase 71 INLET,M13 MODIFIED Indiana Pre-Cast Pricing Increase LONG AND SHORT SIDE SERVICES 72 (UNDISTURBED) 73 CONSTRUCTION SIGN,C New Design pushed project into 2024-Updated Labor!Equipment/Material 74 ROAD CLOSURE SIGN ASSEMBLY 75 DETOUR ROUTE SIGN ASSEMBLY New Design pushed project into 2024-Updated Labor/Equipment/Material 76 CONSTRUCTION SIGN,A New Design pushed project into 2024-Updated Labor!Equipment!Material 77 CONSTRUCTION SIGN,B New Design pushed project into 2024-Updated Labor/Equipment!Material 78 MAINTAINING TRAFFIC New Design pushed project into 2024-Updated Labor!Equipment 79 BARRICADE,Ill-A New Design pushed project into 2024-Updated Labor!Equipment 80 BARRICADE,III-B New Design pushed project into 2024-Updated Labor!Equipment 81 DETECTABLE PEDESTRIAN BARRICADES _ New Design pushed project into 2024-Updated Labor/Equipment SIGN POST,SQUARE TYPE I REINFORCED 82 ANCHOR BASE Hoosier Company Subcontract Line Item.Additional pricing due to added overhead 83 SIGN,SHEET,RELOCATE Hoosier Company Subcontract Line Item.Additional pricing due to added overhead 84 SIGN,SHEET,WITH LEGEND,0.080 IN. New Design pushed project into 2024-Updated Labor/Equipment SIGN,DOUBLE-FACED,SHEET,WITH LEGEND, 85 0.125 TN.THICKNESS New Design pushed project into 2024-Updated Labor/Equipment DECORATIVE STREET SIGN ASSEMBLY, 86 INSTALLED New Design pushed project into 2024-Updated Labor!Equipment/Material 87 CONDUIT,PVC,1.25 IN.SCHEDULE 80 RR self perform.VS Sub.Lighting Pkg.(schedule changed) 88 CONDUIT,PVC,1.25 IN.SCHEDULE 40 RR self perform.VS Sub.Lighting Pkg.(schedule changed) 89 HANDHOLE,COMMUNICATION RR self perform.VS Sub.Lighting Pkg.(schedule changed) TRANSVERSE MARKING,THERMOPLASTIC, 90 STOP LINE,WHITE 24 IN New Design pushed project into 2024-Updated Labor/Equipment!Material 9l LINE,THERMOPLASTIC,SOLID,WHITE,4[N. New Design pushed project into 2024-Updated Labor!Equipment i Material LINE,THERMOPLASTIC,DOI.LED YELLOW,6 92 IN.,3F FT LINE,4 FT GAP New Design pushed project into 2024-Updated Labor/Equipment/Material TRANSVERSE MARKING,THERMOPLASTIC, 93 PARKING LINE,WHITE 4 IN. New Design pushed project into 2024-Updated Labor/Equipment!Material _ 94 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. New Design pushed project into 2024-Updated Labor r Equipment!Material TRANSVERSE MARKING,THERMOPLASTIC, 95 CROSSHATCH LINE,YELLOW,12 IN. Item Eliminated TRANSVERSE MARKING,THERMOPLASTIC, 96 STOP LINE,WHITE 24 IN New Design pushed project into 2024-Updated Labor i Equipment!Material 97 SNOWPLOWABLE RAISED PAVEMENT MARKER New Design pushed project into 2024-Updated Labor!Equipment/Material 98 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. Item Eliminated 99 MANHOLE,48 IN.,SANITARY New Design pushed project into 2024-Updated Labor!Equipment 100 PIPE,REMOVE,SANITARY SEWER,RCP,15 IN. New Design pushed project into 2024-Updated Labor/Equipment 101 PIPE,SANITARY SEWER,SDR 26 PVC,8 IN. New Design pushed project into 2024-Updated Labor!Equipment 102 PIPE,SANITARY SEWER,SDR 26 PVC,12 IN. New Design pushed project into 2024-Updated Labor!Equipment SANITARY LATERAL RECONNECT,SDR 26 PVC, 103 6 IN. New Design pushed project into 2024-Updated Labor'Equipment 104 FIRE HYDRANT ASSEMBLY,REMOVE New Design pushed project into 2024-Updated Labor 1 Equipment 105 WATER MAIN,DUCTILE IRON,8 IN. New Design pushed project into 2024-Updated Labor i Equipment DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF 20-ENG-03 3rd Avenue SW Reconstruction from Autumn Drive to 2nd Street SW EXHIBIT A You have been directed to make the following changes in this Contract: Item Description Reason For Change No, l06 ,WATER MAIN,DUCTILE IRON, 12 IN. New Design pushed project into 2024-Updated Labor Equipment 107 GATE VALVE AND VALVE BOX,12 IN. New Design pushed project into 2024-Updated Labor!Equipment 108 GATE VALVE AND VALVE BOX,8 IN. New Design pushed project into 2024-Updated Labor/Equipment l09 TAPPING SLEEVE AND VALVE,8 IN.x 8 IN, New Design pushed project into 2024-Updated Labor!Equipment l 10 FIRE HYDRANT ASSEMBLY New Design pushed project into 2024-Updated Labor!Equipment l l I RECONNECT EXISTING WATER SERVICE New Design pushed project into 2024-Updated Labor/Equipment 1 12 TEMPORARY PAVEMENT MARKING,4 IN. New Design pushed project into 2024-Updated Labor/Equipment!Material 113 RAISED PEDESTRIAN CROSSING Revision#2 Added Pay Item-January 12,2023 114 ROLL CURB FOR TRUCK APRON Revision#2 Added Pay Item-January 12,2023 115 CONCRETE ROLL CURB&GUTTER,MODIFIED Revision#2 Added Pay Item-Janua 12,2023 116 PIPE,CLASS 111 RCP,CIRCULAR,42114 Revision#2 Added Pay Item-January 12,2023 117 PIPE,CLASS HI RCP,CIRCULAR,361N Revision#2 Added Pay Item-January 12,2023 118 MANHOLE K4 Revision#2 Added Pay Item-January 12,2023 119 MANHOLE,L4 MODIFIED Revision 42 Added Pay Item-January 12,2023 TRANS VERSE MARKING,MULTI-COMPONENT, 120 PED.CROSING Revision#2 Added Pay Item-January 12,2023 TRANS.MARKING,THERMO,"SHARK TEETH" 1.21 YIELD LN WH. Revision#2 Added Pay Item-January 12,2023 LINE,THERMO,DOTTED,WH 8 IN,2 FT LINE,2 122 FT GAP Revision 42 Added Pay Item-January 12,2023 123 HANDHOLE,LIGHTING Revision#2 Added Pay Item-January 12,2023 124 LUMINAIRE,ORNAMENTAL,70W LED Revision#2 Added Pay Item-January 12,2023 _ 125 LUMINAIRE,ORNAMENTAL,185W LED Revision#2 Added Pay Item-January l2,2023 126 LIGHT POLE,ORNAMENTAL 15FT EMH Revision#2 Added Pay Item-January 12,2023 LIGHT POLE,ORNAMENTAL,30FT EMH,8FT 127 MAST ARM Revision#2 Added Pay Item-January l2,2023 128 CONDUIT,STEEL,GALVANIZED,2 IN Revision#2 Added Pay Item-January 12,2023 WIRE NO.4 COPPER,IN PLASTTC DUCT,IN 129 TRENCH 4 1/C Revision#2 Added Pay Item-January 12,2023 LIGHT FOUND,CONY.POLE,CONC W/GROUND, 130 18"X 72" Revision#2 Added Pay Item-January 12,2023 LIGHT FOUND,CONV POLE,CONC W/GROUND, 131 18"X 96" Revision#2 Added Pay Item-January 12,2023 l32 SERVICE POINT,II Revision#2 Added Pay Item-January 12,2023 CABLE POLE CIRCUIT,THWN,NO 10 COPPER, 133 STRAND 1!C Revision#2 Added Pay Item-January 12,2023 134 CONNECTOR KIT,UNFUSED Revision#2 Added Pay Item-January 12,2023 135 CONNECTOR KIT,FUSED Revision#2 Added Pay Item-January 12,2023 MULTIPLE COMPRESSION FTG,NON- 136 WATERPROOFED Revision#2 Added Pay Item-Janua 12,2023 MULTIPLE COMPRESSION FTG, 137 WATERPROOFED _ Revision#2 Added Pay Item-January 12,2023 138 INSULATION LINK,NON-WATERPROOFED Revision 42 Added Pay Item-January 12,2023 139 INSULATION LINK WATERPROOFED Revision#2 Added Pay Item-January 12,2023 140 LIGHT POLE,RELOCATE Revision#2 Added Pay Item-January 12,2023.Added price due to increased overhead. 141 CABLE DUCT MARKER Revision#2 Added Pay Item-January 12,2023.Added price due to increased overhead. 142 CONCRETE CRADLE Revision#2 Added Pay Item-January 12,2023 143 COMPACTED AGGREGATE NO.53 STONE Revision#2 Added Pay item-February 1,2023 144 TRUCK APRON,7 IN DECORATIVE Revision#2 Added Pay Item-February 1,2023 145 CONDUIT,PVC,2 IN SCHEDULE 80 Revision 41 Added Pay Item-Februm 3,2023 146 CONDUIT,PVC,2 IN SCHEDULE 40 Revision#I Added Pay Item-February 3,2023 147 CONDUIT,PVC,4 IN SCHEDULE 80 Revision 41 Added Pay Item-February 3,2023