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Home My WebLink AboutRieth-Riley Construction Co, Inc/Eng/CO #7/13,183.50/Spring Mill Road Reconstruction – Project #16-ENG-52Page l of 2 TO: Lucas Clark Rieth-Riley Construction Co., Inc. P.o, Box 276 1751 W. Minnesota Street Indianapolis, IN 46221 CITY OF CARMEL CONTRACT CHANGE ORDER NO.: 7 DATE: 12/1/2017 PROJECT NAME: Spring Mil l Road Reconstruction / Proiect #16 -ENG -52 CITY REQ. NO.: CITY PO NO.: 34297 CITY PO DATE: 9/8/2016 I. You are directed to make the following changes in this Contract: *Tree and seed replacement, per the below referenced Change Proposal, around the Williams Creek area south of 106`s Street and east of Spring Mill Road. o The Williams Creek area was cleared of all vegetation to allow for the planned grade work associated with this contract. The replacement items added via this Change Order will allow for the area to return to the previously existing condition. *This Change order will create one new item, ITEM #143ww — Landscape Improvements/Williams Creek, which will be paid as a LUMP SUM in the amount of $13,183.50. II. The following referenced Documents further describe the changes outlined in Paragraph 1, and are to be considered a part of this Change Order: *Change Proposal as provided by Rieth-Riley Construction Co., Inc. on 11/10/2017. *Change Order 7 QTY Adjustments Breakdown The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 9,408,323.85 Contract Price will be increased/desfeased by this Change Order $ 13,183.50 New Contract Price including this Change Order $ 9,421,507.35 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. AR -1 e Page 2 of 2 The Above Changes Are Recommended: United Consulting ENGINEER 1625 N. Post Road Address Indianapolis, IN 46219 City/State/Zip By: r3zot D. �St,u' Phone: 317 724-rs82&1' Date: 12H/2n17 The Above Changes Are Accepted: Rieth-Riley CONTRACTOR 1751 W. Minnesota Street Address Indianapolis, IN 46206 _ � /State/Z_— By. - 1 Date: % Approved: Mary Lori 1Wat W Member S. Treasurer --2 Z=-- JeKyvEyrngineer Kashman, P.E. Ci Date: 12Im i11 IETH5111LEY CONSTRUCTION CO, INC, 100% Quality • 100% Employee Owned • Over 100 Years November 10, 2017 Bret Smiley SENT VIA ELECTRONIC MAIL ONLY: United Consulting Construction Manager Bret.Smiley@ucindy.com 1625 N. Post Road Indianapolis, IN 46219 RE: Spring Mill Road Improvements - RFP # 003 Landscape Improvements — Spring Mill Road City of Carmel Project No. 16 -ENG -27 & 16 -SW -07 Rieth-Riley Project No. 3200671 Dear Mr. Smiley, Per your request, Rieth-Riley Construction proposes the following pay item pricing be added the project. The total contract adjustment amount for this proposal based on anticipated quantities is is $13,183.50. An itemized proposal is below. Item Description 1 Small Tree 2.5" 2 Large Tree 2.5" 3 Native See with Mulch Total Please call with any questions. Thanks .4.,.-,-& S. bila ek, Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Eric Holmes John Tuddy Unit Price Unit Qty Total $511.50 EA 10 $5,115.00 $533.50 LS 9 $4,801.50 $2.70 EA 1210 $3,267.00 $13,183.50 P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com oudebush Grading, Inc P17155 Harger Court_ Noblesville, r 46060 Phone: 317-770-9970 • Fax: 317-770-6636 Proposal Submitted To: Job Name Spring Mill Rd. Reconst. C.O. 1 Rieth-Riley Location Carmel Phone Date 11/9/17 Fax Plan Date No Plans Provided Attention Lucas Clark Estimated By: GreggLecher 317-710-8777 Line Item Description Quantity Unit Unit Price Total 1 Small Tree, 2.5" 10 EA $ 465.00 $ 4,650.00 2 Large Tree, 2.5" 9 EA $ 485.00 $ 4,365.00 3 Native Seed with Mulch 1210 SYS $ 2.45 $ 2,964.50 TOTAL $11,979.50 ectal uonaitlons 1 Seed and sod prices exclude finish grading, sod notching, debris removal, and soil preparation. 2 Proposal includes 1 mobilization. 3 Topsoil and topsoil placement has been excluded from this proposal. 4 Erosion control reporting, maintenance, and removal has been excluded from proposal. 5 Proposal based on work being performed within a standard Monday through Friday work week. 6 Lawn maintenance including watering, mowing, spraying, and post fertilization has been excluded from this proposal. 7 Soil testing, organic, and inorganic soil amendments have been excluded from this proposal. 8 Traffic Control has been excluded from this proposal. 9 Quantities were provided. Invoicing shall be based on actual installed quantities at the unit price shown. 10 Proposal excludes all bonding and railroad protective liability insurance. 11 Proposal is bid as a complete package. Pricing is subject to change if line items are deleted from this proposal. 12 This proposal excludes sales tax. Acceptance Of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. This proposal may be withdrawn if not accepted within 30 days. Authorized Agent Signature and Printed Name Date Pg. 1 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order R7 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quantity UNIT PRICE Original Total Construction Constmaion Chan e41Q s. Change #2 Qt s. New Total Quanti New Total Dollar Amount 16 -ENG -52 QUANTITIES 1 CONSTRUCTION ENGINEERING Paid via Item 4143 LS 1 $160,203.01 $160,203.01 0.03 1.03 $160,203.01 2 MOBILIZATION AND DEMOBILIZATION LS I $211,891.55 $211,891.55 1.00 $211,891.55 3 CLEARING RIGHT OF WAY IS 1 $295,223.93 $295,223.93 LOO $295,223.93 4 PAVEMENT REMOVAL M 459 $14.60 $6,701.40 459.OD $6,701.40 5 CENTER CURB CONCRETE REMOVE SYS 34 $42.39 $1,441.26 34.00 $1,44L26 6 CURB CONCRETE REMOVE LFT 77 $7.82 $602.14 77.00 $602.14 7 CURB AND GUTTER REMOVE LFT 2,914 $6.05 $17,629.70 2914.00 $17,629.70 8 PIPE ABANDON GROUT AND FILL EACH 5 $438.20 $2,191.00 5.00 $2,191.00 9 SIDEWALK CONCRETE REMOVE SYS 223 $16.70 $3,724.10 223.00 $3,724.10 30 INLET REMOVE EACH 4 $607.04 $2,428.16 4.OD $2,428.16 11 FENCE CHAIN. LINK REMOVE LFT 492 $4.50 $2,214.00 492.00 $2,214.00 11aGUARDRAIL REMOVE LFT 735 $6.50 $4,777.50 735.00$4,777.50 lib BRIDGE RAILING, REMOVE LFT 248 $18.50 $4,598.00 248.00 $4,588.00 12 MANHOLE REMOVE EACH 1 $898.30 $898.30 L00 $898.30 13 ICURB TURNOUT REMOVE EACH 1 $84.36 $84.36 L00 $84.36 14 CONCRETE WALL, REMOVE LFT 170 $49.07 $8,341.90 170.00 $8,341.90 15 PIPE REMOVE LFT $32 $38.16 $31,749.12 832.00 $31,749.12 16 FENCE FARM FIELD REMOVE UT 1,662 $2.75 $4,570.50 1,662.00 $4,570.50 17 EXCAVATION COMMON CYS 24,762 $5.81 $143,867.22 24,762.00 $143,867.22 18 BORROW CYS 15,953 $0.01 $159.53 15,953.00 $159.53 19SEDIMENT REM E CYS 63 $38.62 $2,433.06 63.00 $2,433.06 20 TEMPORARY CHECK DAM REVETMENT RIPRAP TON 8 $57.15 $457.20 11.00 $4S7.20 21 TEMPORARY INLET PROTECTION EACH 154 $65.00 $1,O10A0 154.00 $10,010.00 22 TEMPORARY MULCH TON 29 $13,050.00 29.00 $131050.00 23 TEMPORARY SILT FENCE LFT 12,404$24,187.80 11,404.00 $24,187.80 24 NO.2 STONE TON 400$10,100.00 400.00 $10,100.00 25 TEMPORARY GEOTEXTILE SYS 940$2,622.60 ES22.67 940.00 $2,622.60 26 TEMPORARY SEED MIXTURE LBS 1,740$435.00 1,740.00 $435.00 27 SUBGRADE TREATMENT TYPE II SYS 960$21,763.20 925.00 $20,%9.75 28 SUBGRADE TREATMENT TYPE IB SYS 53,215$320,886.45 6J9W 54,114.00 $326,307.42 29 STRUCTURE BACKFILL, TYPE I CYS 13,538$347,385.08 3.00 13,541.00 $347,462.06 30 DRYING SOILS FOR EMBANKMENT TON 655 $125.00 $81,875.00 655.00 $81,875.00 31 COMPACTED AGGREGATE NO. 53 BASE TON 3,062 $27.60 $84,51120 3,015.01 $83,214.00 32 WIDENING WITH HMA, TYPE C TON 11 $183.09 $2,013.99 11.00 $2,013.99 33 MILLING ASPHALT 11/2 IN. SYS 381 $12.00 $4,572.01) 381.00 $4,572.00 34 MILLING, ASPHALT SYS 488 $12.00 $5,856.00 488.00 $5,856.00 36 HMA SURFACE, TYPE C TONS 3,206 $58.59 $187,839.54 48.00 3,254.00 $190,651.86 37 HMA INTERMEDIATE, TYPE C TONS 5,187 $51.56 $267,441.72 79.00 5,266.00 $271,514.% 38 HMA BASE TYPE C TONS 14,518 $49.54 $719,221.72 272.00 14,790.00 $732,696.60 39 MMA INTERMEDIATE OG TYPE C TONS 61567 $50.09 $328,941.03 57.00 6,624.00 $331,796.16 40 MMA FOR TEMPORARY PAVEMENT, C UNDISTRIBUTED TON 500 $103.00 $51,500.00 500.00 $51,500.00 41 ASPHALT FOR TACK COAT TON 29 $0.01 $0.29 15.00 44.00 $0.44 42 PCCP 71N. SYS 241 $63.87 $15,392.67 241.00 $15,392.67 43 GUARDRAIL WOOD BEAM LFT 725 $314.00 $227,650.00 725.00 $227,650.00 43a GUARDRAIL BURIED END LFT 8 $8,600.00 $68,800.00 8.00 $68,800.00 44 MMA FOR SIDEWALK TON 2,243 $79.93 $179,282.99 =. <xii 2,205.00 $176,245.65 45 SIDEWALK CONCRETE SYS 391 $43.80 $17,125.80 391.00 $17,125.80 46 CURB RAMP CONCRETE SYS 440 $155.70 $68,508.00 139[x) 579.00 $90,150.30 47 CURB INTEGRAL CONCRETE LFT 245 $33.04 $8,094.80 245.00 $8,094.80 48 CURB AND GUTTER CONCRETE TYPE II LFT 18,824 $16.04 $301,936.96 18,824.00 $301,936.% 49 CURB AND GUTTER, CONCRETE, TYPE III UT 13,729 $15.01 $206,072.29 13,666.00 $205,126.66 50 CENTER CURB DCONCRETE SYS 125 $181.22 $22,652.50 125.00 $22,652.50 51 CURB TURNOUT EACH 2 $1,183.91 $2,367.82 2.00 $2,367.82 52 CURB AND GUTTER, ROLL CURB LFT 308 $29.50 $9,086.00 308.00 $9,086.00 53 HMA FOR APPROACHES TYPE C TON 681 $89.44 $6,908.64 119.(x) 800.00 $71,552.00 54 PCCP FOR APPROACHES 61N. SYS 574 $52.72 $30,261.28 537.00 $28,310.64 55 PCCP FOR APPROACHES, 9 IN. SYS 412 $64.54 $26,590.48 412.00 $26,590.48 56 MAILBOX ASSEMBLY SINGLE RESET EACH 13 $185.00 $2,405.00 13.00 $2,405.00 57 GEOTEXTILES SYS 68 $1.18 $80.24 11.00 I ix) 80.00 $94.40 58 RIPRAP REVETMENT TON 28 $85.06 $2,381.68 4.W 1 i.) 33.00 $2,806.98 59 MOBILIZATIONAND DEMOBILIZATION FORSEEDING EACH 7 $50.00 $350.00 7.00 $350.00 60 EROSION CONTROL BLANKET SYS 1,016 $L17 $1,188.72 1,016.00 $1,188.72 61 IWATER kGAL 102 $1.00 $102.00 102.00 $102.00 62 SODDING NURSERY SYS 28,063 $3.25 $91,204.75 28,063.00 $91,204.75 63 JIRRIGATION CONTROLLER BOX EACH 1 $80500.00 $8,SOO.OD 1.00 $81500.00 Pg. 2of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order R7- Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quantity UNIT PRICE Original Total Constmat"Construct,,, Chan a 41 Gt s. Chan a K2 Ot s New Total Qua Naw Total Dollar Amount 64 FIELD OFFICE B MOS 15 $2,286.99 $34,304.85 15.00 $34,304.85 65 TIMBER CURB LFT 124 $196.00 $24,304.00 124.00 $24,304.00 66 PIPE TYPE 2, CIRCULAR, 361N. LFT 1,415 $95.84 $135,613.60 16.00 1,431.00 $137,147.04 67 PIPE TYPE 4, CIRCULAR, 61N. LFT 18,429 $4.35 $80,166.15 18,429.00 $80,166.15 68 PIPE, TYPE 4, CIRCULAR, 81N. LFT 54 $8.00 $432.00 54.00 $432.00 69 1 PIPE, TYPE 2, CIRCULAR, 121N. LFT 4,232 $39.45 $166,952.40 16.00 40W) 4,208.00 $166,005.60 70 PIPE TYPE 2 CIRCULAR, 151N. LFT 1 416 $50.95 1 $21,195.20 12.00 428.00 $21,806.60 71 PIPE TYPE 2 CIRCULAR 181N. LFT 1,099 $46.37 $50,960.63 7 001 1,097.00 $50,867.89 72 PIPE TYPE 2, CIRCULAR, 211N. LFT 299 $55.18 $16,498.82 299.00 $16,498.82 73 PIPE TYPE 2 CIRCULAR, 241N. LFT 670 $60.93 $40,823.10 1.001 669.00 $40,762.17 74 PIPE TYPE 2 CIRCULAR, 271N. LFT 25 $123.09 $3,077.25 15.00 40.00 $4,923.60 75 PIPE TYPE 2 CIRCULAR, 301N. LFT 195 $75.60 $14,742.00 195.00 $14,742.00 76 PIPE, TYPE 2, CIRCULAR, 421N. LFT 355 $130.20 $46,221.00 355.00 $46,221.00 77 PIPE TYPE 2 CIRCULAR, 481N. LFT 1,590 $151.85 $241,441.50 1,590.00 $241,441.50 77a PIPE TYPE 2, DEFORMED MIN. AREA 3.3 SFT LFT 48 $80.30 $3,854.40 27.00 2L00 $1,686.30 77b PIPE TYPE 2 DEFORMED MIN. AREA 5.1 SFT LFT 546 $107.60 $58,749.60 546.00 $58,749.60 78 STORMWATER TREATMENT SYSTEM 2.08 CFS EACH 1 $21,280.78 $2L280.78 LOO $21,280.78 79 STORMWATER TREATMENT SYSTEM 2.9 CFS EACH 1 $21,280.78 $21,280.78 LOO $21,280.78 BO STORMWATER TREATMENT SYSTEM 2.23 CFS EACH 1 $21,280.78 $21,280.78 LOO $21,280.78 81 STORMWATER TREATMENT SYSTEM L12 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 82 STORMWATER TREATMENT SYSTEM 2.76 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 83 STORMWATER TREATMENT SYSTEM 1.65 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 84 VIDEO INSPECTION FOR PIPE LFT 10,325 $L29 $13,319.25 16.00 (27001 10,314.00 $13,305.06 85 PIPE END SECTION DIAMETER 121N. EACH 3 $873.60 $2,620.80 2000 5.00 $4,368.00 86 PIPE END SECTION DIAMETER 151N. EACH 2 $917.11 $1,834.22 2.00 $1,834.22 87 PIPE END SECTION DIAMETER 181N. EACH 4 $971.48 $3,885.92 4.00 $3,885.92 Be OUTLET PROTECTOR 3 EACH 2 $L050.00 $2,100.00 2.00 $2,100.00 89 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0.99 $2,970.00 3,000.00 $2,970.00 90 AGGREGATE FORUNDERDRAINS CYS 1,659 $45.50 $75,484.50 1,659.01) $75,484.50 91 GEOTEXTILES FOR UNDERDRAIN SYS 16,587 $1.15 $19,075.05 16,587.00 $19,075.05 92 MANHOLE JIO EACH 6 $4,602.60 $27,615.60 1.00 7.00 $32,218.20 93 CASTING ADJUST TO GRADE EACH 13 $623.76 $8,108.88 13.00 $8,108.88 94 INLET JIO EACH 46 $2,443.76 $112,412.96 1.00 47.00 $114,856.72 95 INLET, M10 EACH 5 $2,448.81 $12,244.05 5.00 $12,244.05 96 CATCH BASIN K10 EACH 41 $2,601.45 $106,659.45 40.00 $304,058.00 97 MANHOLE C4 EACH 30 $2,847.34 $85,420.20 26.00 $74,030.84 98 CATCH BASIN F7 EACH 1 $1,974.33 $1,974.33 1.00 $1,974.33 99 MANHOLE K4 EACH 17 $8,549.72 $145,345.24 r,.uo 23.00 $196,643.56 100 IMANHOLE, A EACH 20 $5,140.48 $102,809.60 14.00 $71,966.72 101 CATCH BASIN, M10 EACH 41 $2,617.76 $107,328.16 41.00 $107,328.16 102 DETENTION OUTFALL STRUCTURE D EACH 5 $8,666.12 $43,330.60 1 all 4.00 $34,664.48 103 DETENTION OUTFALL STRUCTURE E EACH 1 $9,077.18 $9,077.18 LOO $9,077.18 104 CONSTRUCTION SIGN, C EACH 3 $297.00 $891.00 3.00 $891.00 105 ROAD CLOSURE SIGN ASSEMBLY EACH 6 $507.00 $3,042.00 6.00 $3,042.00 105. TEMPORARY PAVEMENT MARKING 41N LFT 6,000 $0.67 $4,020.00 6,000.00 $4,020.00 1051, TEMPORARY PAVEMENT MARKING, REMOVABLE, 41N LFT 2,600 $1.05 $2,730.00 2,600.00 $2,730.00 106 DETOUR ROUTE MARKER ASSEMBLY EACH 22 $152.00 $3,344.00 22.00 $3,344.00 107 CONSTRUCTION SIGN A EACH 14 $249.00 $3,486.00 14.00 $3,486.00 108 CONSTRUCTION SIGN B EACH 13 $104.00 $3,352.00 13.00 $1,352.00 109 MAINTAINING TRAFFIC LS 1 $153,029.18 $153,029.18 LOO $153,029.18 110 BARRICADE III -B LFT 264 $30.00 $7,920.00 264.00 $7920.00 111 STREET SIGN POST EACH 6 $1,850.00 $11,100.00 6.00 $11,100.00 112 SIGN SHEET AND SUPPORTS REMOVE EACH 33 $25.00 $825.00 33.00 $825.00 113 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE L� 425 $14.00 $5,950.00 425.00 $5,950.00 114 SIGN SHEET WITH LEGEND 0.080 IN. SFT 184 $17.00 $3,128.00 3n 1Ri 222.00 $3,774.00 115 SIGN SHEET WITH LEGEND 0.100IN. SFT 117 $19.00 $2,223.00 7t :xi 189.00 $3,59L00 116 CONDUIT PVC 21N. SCHEDULE 40 LFT 493 $8.00 $3,944.00 493.00 $3,9".00 117 CONDUIT HDPE 21N. SCHEDULE 80 LFT 162 $12.00 $1,944.00 162.00 $1,944.00 118 ORNAMENTAL LIGHT POLE, FOUNDATION, LUMINARIES EACH 6 $8,900.00 $53,400.00 6.00 $53,400.00 119 HANDHOLE FOR INTERDUCT EACH 31 $975.00 $30,225.00 3L00 $30,225.00 120 PVC SCHEDULE 40-48 LFT 9,502 $5.00 $47,510.00 9,502.00 $47,510.00 121 PVC SCHEDULE 00-4"INTERDUCT LFT 91502 $9.00 $85,518.00 9,502.00 $85,518.00 PVC SCHEDULE 8o-4" LFT 205 $7.00 $3,435.0[1 205.00 $3,435.00 PVC SCHEDULE 80-4"INTERDUCT LFT 205 $20.00 $1,100.00 205.0[1 $4,100.00 ff12! HANDHOLE LI iHTING FAC.4 $650.00 52,600.00 4.00 $2600.00 SERVICE POINT 11 MODIFIED EACH 1 $5,500.00 $5,500.00 LOO I $5 500.00 Pg. 3 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order 87- Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quant UNIT PRICE OryMal Tobl ConstmCion Construction ch.,,,. Cs. Chan eR2 s. New Total Quantl Naw Total Dollar Amount 126 WIRE NO. 6 COPPER IN PLASTIC DUCT 4 11C LFT 162 $&00 $1,296.00 162.00 $1296.00 127 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 C LFT 493 $8.00 $3,944.00 493.00 $3,944.00 128 CONNECTOR KIT UNFUSED EACH 6 $37,00 $222.00 6.00 $222.00 129 CONNECTOR KEE FUSED EACH 6 $35.00 $210.00 6.00 $210.00 130 MULTIPLE COMPRESSION FITTING, WATERPROOFED EACH 17 $21.00 $357.00 17.00 $357.00 131 INSULATION LINK,WATERPROOFED EACH 28 $15.00 $420.00 28.00 $420.00 132 WIRE TW HW NO. 10 COPPER STRANDED LFT 471 $L00 $471.00 471.00 $471.00 133 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE WHITE 241N. LFT 928 $5.65 $5,243.20 928.00 $5,243.20 134 LINE THERMOPLASTIC, BROKEN WHITE 41N. LET 592 $1.95 $1,154.40 592.00 $1,154.40 135 LINE, THERMOPLASTIC, SOLID, WHITE, 41N. LET 2,050 $0.73 $1,496.50 349.00 2,399.00 $1,751.27 136 LINE, THERMOPLASTIC, DOTTED WHITE 8 IN. LET 116 $3.15 $365.40 116.00 $365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE, WHITE 361N. LFT 47 $12.20 $573.40 47.00 $573.40 138 LINE THERMOPLASTIC, SOLID YELLOW, 41N. LFT 3,449 $0.73 $2,517.77 275.00 3,724.00 $2,718.52 139 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. LFT 117 $5.65 $661.05 1.00 118.00 $666.70 140 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 26 $109.00 $2,834.00 8.00 34.00 $3,706.00 141 ISNOWPLOWABLE RAISED PAVEMENT MARKER EACH 155 $25.00 $3,875.00 155.00 $3,875.00 142 LINE THERMOPLASTIC, SOLID, YELLOW BIN. LFT 2,269 $1.90 $4,311.10 1 55.00 2,324.00 $4,415.60 143 LINE THERMOPLASTIC SOLID, YELLOW 121N. LFT 460 $2.85 $1,312.00 17.00 477.00 $1,359.45 143a 20" DUCTILE IRON WATER MAIN LFT 1 1,520 $109.72 1 $166,774.40 1,520.00 $166,774.40 143b 8" DUCNLE IRON WATER MAIN LFT 80 $90.20 $7,216.00 80.00 $7,216.00 14k 8" GATE VALVE EACH 1 $L477.28 $L4T7.28 LOO $1,477.28 143d 20" K B" STAINLESS TAPPING SADDLE AND VALVE EACH 1 $3,354.44 $8,354.44 LOD $8,354.44 143e 8" WATER MAIN LOWERING EACH I $5,599.00 $5,599.00 LOD $5,599.00 143f 10" WATER MAIN LOWERING EACH 1 $6,260.48 $6,260.48 LOD $6,260.48 1439 16' WATER MAIN LOWERING EACH 1 $10,776.14 $10,776.14 LOD $10,776.14 143h 20'WATER MAIN LOWERING EACH 6 $13,814.76 $82,888.56 6.00 $82,888.56 1431 8" WATER MAIN CONNECTION EACH 2 $3,475.74 $6,951.48 2.00 $6,95148 143 20" WATER MAIN CONNECTION EACH 4 $4,486.76 $17,947.04 4.00 $17,947.64 143k LONG SIDE SERVICE EACH 1 $3,882.93 $3,882.93 LOD $3,882.93 1431 METER PIT RELOCATION EACH I $L327.05 $1,327.05 LOD $1,327.05 143. BACKFLOW RELOCATION EACH 1 $525.38 $525.38 1.00 $525.38 143n RELOCATE SAMPLING STATION EACH 1 $1,518.42 $1,518.42 LOD $1,518.42 143o ADJUST VAVLE TO GRADE REMOVE & REPLACE HYDRANT & ADJUST TO GRADE EACH 17 $4,476.55 $76,101.35 17.00 $76,1OL35 143p NEW HYDRANT ASSEMBLY EACH 5 $6,016.55 _ $30,082.75 5.00 $30,082.75 143q REMOVE AND RETIRE HYDRANT EACH 3 $626.30 $1,878.90 3.00 $1,878.90 143r ADJUST VALVE TO GRADE EACH 18 $321.44 $5,785.92 18.00 $5,785.92 143, VALVE RETIREMENT EACH 3 $585.16 $1,755.48 3.00 $1,755.48 143t LINE STOPS 20" UNDISTRIBUTED EACH 4 $17,268.55 $69,074.20 4.00 $69,074.20 143u DETENTION OUTFALL STRUCTURE, T - per Change Order al EACH 0 $8,332.94 $0.00 1.D0 58,332.94 143v SEPTIC REPLACEMENT- per Chane Order P2 LS 0 $36,031.35 $0.00 LOO $36,031.35 143. DECORATIVE SOLAR FLASHER- per Change Order p3 EACH 0 $7,806.66 $0.00 6.00 6.00 $46,839.96 143x LIGHT POLE RELOCATION- per Chagne Order PS LS 0 54,140.25 $0.00 000 1.D0 $4,140.25 143y CONSTRUCTION ENGINEERING- per Change Order 43 LS 0 $4,087.00 $0.00 0.00 LOT) $4,087.00 143, MOBILIZATION & DEMOBILIZATION - per Change Ordera6 LS 0 $37,456.19 $0.00 000 1.00 $37,456.19 143aa MAINTENANCE OF TRAFFIC- per Change Order N6 IS 0 $20,676.66 50.00 0.00 1.00 $20,676.66 143bb CONCRETE WASH -OFF FACILTY - per Change Order 46 EACH 0 $43200 "'o" 0.001.00 $432.00 143cc DORSET BLVD. SIGN WALL per Change Order k6 EACH 0 $5&582.27 50.00 000 2,00 $117,164.54 143dd DORSET BLVD. RAB MASONRY WALL - per Change Order 06 EACH 0 $58,630.88 $0.00 0.00 1.00 $58,630.88 143ee 111TH STREET STONE WORK- per Change Order 46 EACH 0 $31,911.26 $0.00 0.00 1.D0 $31,912.26 14311 $71.50 $0.00 0.00 1,158.00 $82,797.00 Pg. 4 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #7 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quantity UNIT UNIT PRICE Original To[al Construction Constmaion Change#20tys. New Total Quart" New Total Dollar Amount 143gg IRRIGATION SERVICE&CONNECTIONS -per Change Order#6 EACH 0 $3,500.00 $0.00 0.00 1.00 $3,500.00 143hh IRRIGATION BORING&JACKING-per Change Order #6 LFT 0 $60.50 $0.00 0.00 100.00 $6,050.00 143ii IRRIGATION CONTROLS/BACKFLOW PREVENTERS- per Change Order #6 EACH 0 $2,827.00 $0.00 0.00 1.00 $2,827.00 143jj CONTROL VALVES, DRIP TUBING, EMITTERS - per Change Order #6 LS 0 $15,306.50 $O. DO 0.D0 1.00 $15,306.50 1431,k ELECTRIC SE RVICE AN D CONNECT IONS - per Change Order #6 EACH 0 $8,814.87 $0.00 0.00 1.00 $8,814.87 14311 ELECTRIC CONDUIT BORING AND JACKING - per Change Order #6 LFT 0 $65.29 $0.00 0.00 100,00 $6,529.00 143mm SIGN WALL LIGHTING- per Change Order #6 EACH 0 $1,641.88 $0.00 0.00 2.00 $3,283.76 143nn DORSET BLVD. WALL LIGHTING- per Change Order 06 EACH 0 $1,641.88 $0.00 0.00 1.00 $1,641.88 143oo STREET TREES - per Change Order#6 EACH 0 $429.00 $0.00 0.00 78.00 $33,462.00 143pp ORNAMENTAL TREES - per Change Order 46 EACH 0 $330.00 $0.00 0.00 104.00 $34,320.00 143gq EVERGREEN TREES - per Change Order#6 EACH 0 $253.00 $0.00 0.00 53.00 $13,409.00 143rr SHRUBS - per Change Order#6 EACH 0 $44.00 $0.00 0.00 798.00 $35,112.00 143ss ORNAMENTAL GRASSES- per Change Order 46 EACH 0 $33.00 $0.00 0.00 269.00 $8,877,00 143D PERENIALS- per Change 00cr nb EACH 0 $13.20 $0,00 0.00 5,653.00 $74,619.60 143uu SEDGE, PLANTS - per Change Order #6 EACH 0 $13.20 $0.00 0.00 1,954.00 $25,792.80 143vv HARDWOOD MULCH - per Change Order 06 CYS 0 $82.50 $0.00 0.00 222.00 $18,315.00 143ww I LANDSCAPE IMPROVEMENTS/WILLIAMS CREEK - per Change Order 17 LS 0 $13,183.50 50.(X) 0.00 1.00 $13,183.50 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CYS 883 $35.00 $30,905.00 883.00 $30,905.00 145 BORROW CYS 2,782 $0.01 $27.82 2,782.00 $27.82 146 SEDIMENT, REMOVE CYS 10 $33.74 $337.40 10.00 $337.40 147 TEMPORARY INLET PROTECTION EACH 14 $65.00 $910.00 14.00 $910.00 148 TEMPORARY SILT FENCE LET 2,105 $1.79 $3,767.95 2,105.00 $3,767.95 149 TEMPORARY SEED MIXTURE LBS 48 $0.25 $12.00 48.00 $12.00 150 SUBGRADE TREATMENT TYPE II SYS 59 $24.80 $1,463.20 59.00 $1,463.20 151 SUBGRADE TREATMENT, TYPE III SYS 1,597 $1.83 $2,922.51 1,597.00 $2,922.51 152 SUBGRADE TREATMENT, TYPE IB SYS 4,596 $6.73 $30,931.08 4,596.00 $30,931.08 153 STRUCTURE BACKFILL,TYPE 1 CYS 177 $25.66 $4,541.82 177.00 $4,541.82 154 STRUCTURE BACKFILL, TYPE 2 CYS 266 $92.94 $24,722.04 266.00 $24,722.04 155 STRUCTURE BACKFILL, TYPE 5 CYS 36 $73.45 $2,644.20 36.00 $2,644.20 156 COMPACTED AGGREGATE NO. 53 BASE TON 295 $32.87 $9,696.65 295.00 $90696.65 157 HMA SURFACE, TYPE C TON 292 $71.46 $20,866.32 292.00 $20,866.32 158 HMA INTERMEDIATE, TYPE C TON 487 $56.71 $27,617.77 487.00 $27,617.77 158a HMA INTERMEDIATE OG TYPE C TON 641 $54.13 $34,697.33 641.00 $34,697.33 159 HMA BASE, TYPE C TON 1,207 $51.90 $62,643.30 1,207.00 $61,643.30 160 ASPHALT FOR TACK COAT TON 4 $0.01 1 $0.04 4.00 $0.04 161 HMA FOR SIDEWALKS TON 221 $87.33 $19,299.93 221.00 $19,299.93 162 SIDEWALK, CONCRETE, 4" SYS 39 $51.81 $2,020.59 39.00 $2,020.59 163 CURB RAMP, CONCRETE SYS 25 $175.41 $4,385.25 25.00 $4,385.25 164 DETECTABLE WARNING SURFACES SYS 5 $326.25 $1,631.25 5.00 $1,631.25 165 HANDRAIL, 481N. ITEM DELETED per CHANGE ORDER #4 LFT 58 $120.00 $6,960.00 000 $0.00 166 CURB AND GUTTER CONCRETE TYPE 11 LET 1,830 $19.05 $34,861.50 1,830.00 $34,861.50 167 CURB AND GUTTER TURNOUT CONCRETE LET 6 $469.97 $2,819.82 6.00 $2,819.82 168 CONCRETE ROLL CURB &GUTTER LET262 $48.66 $12,748.92 262.00 $12,748.92 169 PCCP FOR APPROACHES, 61N. SYS 59 $60.95 $3,596.05 59.00 $3,596.05 170 MAILBOX ASSEMBLY, TRIPLE EACH 1 $225.00 $225.00 1.00 $225.00 171 GEOTEXTILES SYS 1,140 $0.99 $1,128.60 1,140.00 $1,128.60 172 RIPRAP CLASS 1 TON 1,070 $46.35 $49,594.50 1,070.00 $49,594.50 173 RIPRAD REVETMENT TON 260 $23.16 $6,021.60 260.00 $6,021.60 Pg. 5of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Chane Order #7 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Od{Ina) QuantityChan UNIT PRICE Construction Construction Od�lnal Total a #1 Q s. Chan a #2 q s. New Total Quant) New Total Dollar Amount 174 RIPRAP UNIFORM HAND LAID TON 4 $95.96 $383.84 4.00 $383.84 175 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $50.00 $100.00 2.00 $100.00 176 EROSION CONTROL BLANKET SYS 1,375 $1.17 $1,608.75 1,375.00 $1,608.75 177 WATER M.G. 25 $1.00 $25.00 25.00 $25.00 178 TOPSOIL CYS 1,169 $45.64 $53,353.16 1,169.0) $53,353.16 179 SODDING NURSERY SYS 3,540 $3.25 $11,505.00 3,540.0) $11,505.00 180 CONCRETE CLASS A CYS 17 $252.59 $4,294.03 17.00 $4,294.03 181 241N. SDR 11 HDPE WATER MAIN LFT 176 $305.36 $53,743.36 176.00 $53,743.36 182 201N. RESTRAINED JOINT DUCTILE IRON LFT 25 $724.08 $18,102.00 25.0) $18,102.00 183 20" LINE STOP EACH 2 $17,268.55 $34,537.10 2.00 $34,537.10 184 201N. CONNECTION EACH 2 $6,202.22 $12,404.44 2.00 $12,404.44 185 REMOVE, REPLACE AND RELOCATE FIRE HYDRANT EACH 1 $5,261.37 $5,261.37 1.00 $5,261.37 186 ADJUST VALVE BOX TO GRADE EACH 3 $468.43 $1,405.29 3.0) $1,405.29 187 PIPE, TYPE 4, CIRCULAR, 61N. LFT 2,274 $4.75 $10,801.50 2,274.00 $10,801.50 188 PIPE UNDERDRAIN, OUTLET 6 IN. LFT 191 $14.50 $2,769.50 191.00 $2,769.50 189 PIPE, TYPE 2 CIRCULAR, 12 IN, LFT 642 $42.68 $27,400.56 642.00 $27,400.56 190 PIPE, TYPE 2, CIRCULAR, 151N. LFT 15 $235.30 $3,529.50 15.00 $3,529.50 191 VIDEO INSPECTION FOR PIPE LFT 655 $2.39 $1,565.45 655.0) $1,565.45 192 PIPE END SECTION DIAMETER 121N. EACH 1 $873.58 $873.58 1.00 $873.58 193 VIDEO INSPECTION FOR UNDERORAINS LFT 3,000 $0.99 $2,970.00 3,000.00 $2,970.00 194 AGGREGATE FOR UNDERDRAINS CYS 94 $50.00 $4,700.00 94.00 $4,700.00 195 GEOTEXTILES FOR UNDERDRAIN SYS 1,076 $2.40 $2,582.40 1,076.00 $2,582.40 1% YARD LIGHTS, ADJUST TO GRADE EACH 1 7 $250.00 $1,750.00 7.00 $1,750.0) 197 CASTING ADJUST TO GRADE EACH 6 $866.87 $5,201.22 6.00 $5,201.22 198 INLET E7 EACH 1 $1,881.90 $1,881.90 1.00 $1,881.90 199 INLET M10 EACH 9 52,448.81 $22,039.29 9.00 $22,039.29 200 PIPE CATCH BASIN, 181N, EACH 1 $1,314.06 $1,314.06 1.00 $1,314.06 201 MANHOLE, C4 EACH 3 $2,951.74 $8,855.22 3.00 $8,855.22 202 INLET, All EACH 3 $2,186.40 $6,559.20 3.00 $6,559.20 203 REINFORCED CONCRETE ARCH (MIN AREA 105.0 SFT.( LFT 64 $3,216.76 $205,872.64 64.00 $205,872.64 204 DETOUR ROUTE MARKER ASSEMBLY EACH 1 19 $146.00 $2,774.00 19.00 $2,774.00 205 CONSTRUCTION SIGN, A EACH 1 17 $244.00 $4,148.00 17.00 $4,148.00 206 CONSTRUCTION SIGN 8 EACH 2 $105.00 $210.00 2.00 $210.00 207 BARRICADE, III -8 LFT 50 $30.00 $10500.00 50.00 $1,500.00 208 BASE POST, SQUARE TYPE I REINFORCED ANCHOR LFT 81 $14.00 $1,134.00 81.00 $1,134.00 209 SIGN GROUND MOUNTED RESET EACH 8 $20.00 $160.00 8.00 $160.00 210 LINE, THERMOPLASTIC, SOLID, WHITE 4 IN. LFT 209 $0.73 $152.57 209.00 $152.57 211 LINE, THERMOPLASTIC SOLID YELLOW 41N. LFT 2,073 $0.73 $1,513.29 2,073.00 $1,513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 15 $5.65 $84.75 15.00 $84.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 61N. LFT 103 $1.40 $144.20 103.00 $144.20 214 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 1 $109.00 $109.00 1.00 $109.00 215 PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $147.00 $147.00 1.00 $147.00 216 REVISED PEDESTRIAN HANDRAIL - per Change Order #4 LFT 0 $312.95 $0.00 58.00 $18,151.10 217 CANCELLATION CHARGE (Original Handrail Design)- Per Change Order #4 IS 0 $465.00 $0.00 1.00 $465.00 = Adjusted Quantities (as of this Change Order) = New Items ORIGINALTOTAL= $8,592,091.16 NFW TOTAL= $9,421,507.35 City of Carmel Project 16 -ENG -52 Spring Mill Road Reconstruction CHANGE ORDER #7 Landscaping Improvements/Williams Creek Contract Price prior to this Change Order $9,408,323.85 Contract Price will be increased by this Change Order $13,183.50 New Contract Price including this Change Order $9,421,507.35 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $8,592,091.16 $8,592,091.16 N/A C01 (-333.18) $8,591,757.98 -0.004% CO2 $36,031.35 $8,627,789.33 0.42% CO3 $123,808.23 $8,751,597.56 1.86% C04 $11,656.00 $8,763,253.66 1.99% C05 $4,140.25 $8,767,393.91 2.04% C06 $640,929,94 $9,408,323.85 9.S0% C07 $13,183.50 $9,421,507.35 9.65%