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Home My WebLink AboutRieth-Riley Construction Co, Inc/Eng/CO #9/91,297.27/Spring Mill Road Reconstruction – Project #16-ENG-52Page I of 2 CITY OF CARMEL TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 9 Rieth-Riley Construction Co., Inc. DATE: 12/19/2017 P.O. Box 276 PROJECT NAME: Spring Mill Road Reconstruction / 1751 W. Minnesota Street p Indianapolis, IN 46221 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: *All work associated with the descriptions below as well as the below referenced Change Proposal in Paragraph II'. >`Time & Material' tracked work between 8/3/2017 and 11/8/2017 in which Rieth-Riley was instructed to perform subgrade healing work atop the existing Carmel Water Utilities 20 inch water main. This work consisted of removing all materials excavated by Carmel Water Utilities from the site, performing fine grading around excavated areas, backfilling excavated areas with Type 5 Backfill (Non -Removable Flowable Fill), installing revised sub -surface drains and leveling grade to planned paving elevations. *The cost for all the work addressed within this Change Order totals $91,297.27 >NOTE: Carmel Water Utilities possesses an easement (see Paragraph II) where the work performed on 8/21/2017, 8/23/2017 and 8/24/2017, which was located in Section #4 between Station 149+00 and Station 152+00 along the east edge of Spring Mill Road, transpired. Carmel Water Utilities does NOT possess any other easements for the remainder of the work associated with this Change Order. *This Change order will create one new item, ITEM 4143yy — Carmel Water Utilities Subgrade Healing, which will be paid as a LUMP SUM in the amount of $91,297.27. >NOTE: Compensation for all work performed on 8/3/2017, 8/4/2017, 11/7/2017 and 11/8/2017, which Carmel Water Utilities does NOT possess easements for, will be deemed reimbursable from Carmel Water Utilities to the City of Carmel. The cost for all reimbursable work represented within this Change Order totals $72,046.80; The Carmel Engineering Department will request this amount to be reimbursed by the Carmel Water Utility. >NOTE: Compensation for all work performed on 8/21/2017, 8/23/2017 and 8/24/2017 which Carmel Water Utilities DOES possess an easement for, will be deemed non -reimbursable. The cost for all non -reimbursable work represented within this Change Order totals $19,250.47; the City of Carmel will be solely responsible for this amount. AR -1 Page 2 of 2 Il. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: *Change Proposal as provided by Rieth-Riley Construction Co., Inc. on 12/19/2017. *4 21 1981 Water Easement' *Change Order 9 QTY Adjustments Breakdown The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $_9,453,973.27 Contract Price will be increased/dee-reased by this Change Order $ 91,297.27 New Contract Price including this Change Order $ 9,545,270.54 b Net ineFeased,ldeepeased b f+em this O a this Change OfdeE_ Days Geffipletien Date This Change Order is for frill 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: United Consultine ENGINEER 1625 N. Post Road Address Indianapolis, IN 46219 City/State/Zip By: Phone: 117.794 5Fga Date: u n/2n17 The Above Changes Are Accepted: Rieth-Riley CONTRACTOR 1751 W. Minnesota Street Date: I/ /"7 Approved: o4 s Brain , Ma Mary -ke, tuber Lori fatso ember Ate' S Christine S. P ley, Clerk - Treasurer Jeri' y 1 shman, P.E. City Engineer Date: Pg. 1 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order k9 - Quantity Adjustments ITEM NO, DESCRIPTION UNIT Original quantity UNIT PRICE Original Total Construction Construction ' h -p PI Cry, Change 42 Qtys. New Total Quantity New Total Dollar Amount 16ENG-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 1 $211,891.55 $211,891.55 00$211,891,55 3 CLEARING RIGHT OF WAY LS 1 $295,223.93 $295,223.93 1.00 $295,223.93 4 PAVEMENT REMOVAL SYS 459 $14.60 $6,701.40 459.00 $6,701.40 5 CENTER CURB, CONCRETE, REMOVE SYS 34 $42.39 $1,441.26 34.00 $1,441.26 6 CURB CONCRETE, REMOVE LET 77 $7.82 $602.14 77.00 $602.14 7 CURB AND GUTTER, RE MOVE LET 2,914 $6.05 $17,629.70 2,914.00 $17,629.70 8 IPIPE ABANDON GROUT AND FILL EACH 5 $438.20 $2,191.00 5.00 $2,191.00 9 SIDEWALK CONCRETE, REMOVE SYS 123 $16.70 $3,724.10 123.00 $3,724.10 10 INLET REMOVE EACH 4 $607.04 $2,428.16 4.00 $2,428.16 11 FENCE, CHAIN. LINK, REMOVE LET 492 $4.50 $2,214.00 492.00 $2,214.00 lla GUARDRAIL, REMOVE LET 735 $6.50 $4,777.50 735.00 $4,777.50 llb BRIDGE RAILING, REMOVE LFT 248 $18.50 $4,588.00 248.00 $4,588.00 12 MANHOLE REMOVE EACH 1 $898.30 $898.30 1.00 $898.30 13 CURB TURNOUT REMOVE EACH 1 $84.36 $84.36 1.00 $84.36 14 CONCRETE WAL REMOVE LFT 170 $49.07 $8,341.90 170.00 $8,341.90 15 PIPE REMOVE LET 832 $38.16 $31,749.12 832.00 $31,749.12 16 FENCE, FARM FIELD, REMOVE LET 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 19 SEDIMENT REMOVE CYS 63 $38.62 $2,433.06 63.00 $2,433.06 20 TEMPORARYCHECKDAM, REVETMENT RIPRAP TON 8 $57.15 $457.20 8.00 $457.20 21 TEMPORARY INLET PROTECTION EACH 154 $65.00 $10,010.00 154.00 $10,010.00 22 TEMPORARY MULCH TON 29 $450.00 $13,050.00 29.00 $13,050.00 23 TEMPORARY SILT FENCE LFT 12,404 $1.95 $24,187.80 12,404.00 $24,187.80 24 NO.2 STONE TON 400 $25.25 $10,100.00 400.00 $10,100.00 25 TEMPORARY GEOTEXTILE SYS 940 $2.79 $2,622.60 940.00 $2,622.60 26 TEMPORARY SEED MIXTURE LBS 1,740 $0.25 $435.00 1,740.00 $435.00 27 SUBGRADE TREATMENT, TYPE II SYS 960 $22.67 $21,763.20 925.00 $20,969.75 28 SUBGRADE TREATMENTTYPE 18 SYS 53,215 $6.03 $320,886.45 899.00 54,114.00 $326,307.42 29 STRUCTURE BACKFILL, TYPE I CYS 13,538 $25.66 $347,385.08 3.00 13,541.00 $347,462.06 30 1DRYINGSOILSFOR EMBANKMENT TON 655 $125.00 $81,875.00 655.00 $81,875.00 31 COMPACTED AGGREGATE NO. 53 RASE TON 3,062 $27.60 $84,511.20 147 Mj 3.015.00 $83,214.00 32 WIDENING WITH HMA, TYPE C TON 11 $183.09 $2,013.99 11.00 $2,013.99 33 MILLING, ASPHALT, 11/21N. SYS 381 $12.00 $4,571.00 381.00 $4,571.00 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 $271,514.96 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 6,567 $50.09 $328,941.03 57.00 6,624.00 $331,796.16 40 HMA FOR TEMPORARY PAVEMENT, C UNDISTRIBUTEDI1 TON 500 $103.00 1 $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 42PCCP 711. 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 43. GUARDRAIL, BURIED END LET 8 $8,600.00 $68,800.00 8.00 $68,800.00 44 HMA FOR SIDEWALK TON 2,243 $79.93 $179,282.99 2,205.00 $176,245.65 45 SIDEWALK, CONCRETE SYS 391 $43.80 $17,125.80 391.00 $17,125.80 46CURB RAMP CONCRETE SYS 440 $155.70 $68,508.00 139.00 579.00 $90,150.30 47 CURB, INTEGRAI CONCRETE LET 245 $33.04 $8,094.80 245.00 $8,094.81 48 CURB AND GUTTER, CONCRETE, TYPE It LET 18,824 $16.04 $301,936.96 18,824.00 $301,936.96 49 CURB AND GUTTER, CONCRETE TYPE III LET 13,729 $15.01 $205,072.29 13,666.00 $205,126.66 50 CENTER CURB, D CONCRETE SYS 125 $181.12 $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 LET 308 $29.50 $9,086.00 308.00 $9,08T00- 53 HMA FOR APPROACHES, TYPE C TON 681 $89.44 $60,908.64 I Iv 011 8%1.00 $71,552.00 54 PCCP FOR APPROACHES, 61N. SYS 574 $52.72 $30,261.28 537.00 $28,310.64 55 PCCP FOR APPROACHES, 91N. 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 $118 $80.24 I1 gin. 1.00 1 80.00 $94.40 58 RIPRAP REVETMENT TON 28 $85.06 $2,381.68 4.011 1 00 33.00 $2,806.98 59 MOBILIZATIONAND DEMOBILIZATION FORSEEDING EACH 7 $50.00 $350.00 7.00 $350.00 60 EROSION CONTROLBLANKET SYS 1,016 $1.17 $1,188.72 1,016.00 $1,188.72 61 IWATER kGAL 102 $1.00 $102.00 102.00 $102.00 62 ISODDING, NURSERY SYS 28,063 $3.25 $91,204.75 28,063.00 $91,204.75 63 IRRIGATION CONTROLLER BOX EACH 1 $8,500.00 $8,500.00 1.00 $8,500.00 Pg. 2of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order M9 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quan=r. UNIT PRICE Original Total Construction Constructwn Change 41 Qtys. Chan a 42 Qtys. New Total QuantityAmount New Total Dollar 64 FIELD OFFICE, B MOS 15 . $2,286.99 $34,304.85 15.00 $34,304.85 65 TIMBERCURB LFT 124 $196.OD $24,304.00 124.00 $24,304.00 66 PIPE, TYPE 2, CIRCULAR 36 IN. LFT 1,415 $95.84 $135,613.60 16 n0 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 PIPE TYPE 2, CIRCULAR, 121N. LFT 4,232 $39.45 1 $166,952.40 16.00 1 4,208.00 $166,005.60-- 70 PIPE, TYPE 2, CIRCULAR, 151N. LFT 1 416 $50.95 $21,195.20 12.00 428.00 $21,806.60 71 PIPE TYPE 2 CIRCULAR 181N. LFT 1,099 $46.37 $50,960.63 1,097.00 $50,867.89 72 PIPE, TYPE 2, CIRCULAR, 21 IN. LFT 299 $55.18 $16,498.82 299.00 $16,498.82 73 PIPE TYPE 2 CIRCULAR, 241N. LFT 670 $60.93 $40,823.10 669.00 $40,762.17 74 PIPE TYPE 2 CIRCULAR 271N. LET 25 $123.09 $3,077.25 1 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. LET 1,590 $151.85 $241,441.50 1,590.00 $241,441.50 77a PIPE TYPE 2, DEFORMED MIN. AREA 3.3 SET LET 48 $80.30 $3,854.40 21.00 $1,686.30 776 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 $21,280.78 1.00 $21,280.78 79 STORMWATER TREATMENT SYSTEM 2.9 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 80 STORMWATER TREATMENT SYSTEM 2.23 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 81 STORMWATER TREATMENT SYSTEM 1.12 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 $11,280.78 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 $1.29 $13,319.25 16.OU 10,314.00 $13,305.06 85 PIPE END SECTION, DIAMETER 121N. EACH 3 $873.60 $2,620.80 2.00 5.n0 $4,368.00 86 PIPE END SECTION, DIAMETER 151N. EACH 2 $917.11 $1,834.22 2.00 $1,834.12 87 PIPE END SECTION, DIAMETER 181N. EACH 4 $971.48 $3,885.92 4.00 $3,885.92 88 OUTLET PROTECTOR, 3 EACH 2 $1,050.00 $2,100.00 2.00 $2,100.00 89 VIDEO INSPECTION FOR UNDERORAINS LFT 3,000 $0.99 $2,970.00 3,000.00 $2,970.00 90 AGGREGATE FOR UNDERORAINS CYS 1,659 $45.50 $75,484.50 1,659.00 $75,484.50 91 GEOTEKTILES FOR UNDERDRAIN SYS 16,587 $1.15 $19,075.05 16,587.00 $19,075.05 92 MANHOLE, J10 EACH 6 $4,602.60 $27,615.60 TOO 7.00 $32,218.20 93 CASTING, ADJUST TO GRADE EACH 13 $623.76 $8,108.88 13.00 $8,108.88 94 INLET 110 EACH 46 52,443.76 $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 $104,058.00 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 6.00 23.00 $196,643.56 100 MANHOLE A EACH 20 $5,140.48 $102,809.60 0t:' 14.00 $71,966.72 101 CATCH BASIN, M10 EACH 41 $2,617.76 $107,328.16 41.00 $107,328.16 102 DEI-ENTIONOUTFALL STRUCTURE D EACH 5 $8,666.12 $43,330.60 4.00 $34,664.48 103 DETENTION OUTFALL STRUCTURE, E EACH 1 $9,077.18 $9,077.18 1.00 $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 305a TEMPORARY PAVEMENT MARKING 41N LFT 6,000 $0.67 $4,020.00 6,1300.00 $4,020.00 1056 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 1 13 $104.00 $1,352.00 13.00 $1,352.00 109 MAINTAINING TRAFFIC LS 1 $153,029.18 $153,029.18 1.00 $153,029.18 110 BARRICADE III -B LFT 264 $30.00 $7,920.00 264.00 $7,920.00 111 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 l UNREINFORCED ANCHOR S LFT 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 38.00 222.00 $3,774.00 115 SIGN SHEET WITH LEGEND 0.100 IN. SFT 117 $19.00 $2,223.00 72.00 189.00 $3,591.00 116 CONDUIT PVC, 2IN. SCHEDULE 40 LFT 493 $8.00 $3,944.00 493.00 $3,944.00 117 CONDUIT HDPE 21N. SCHEDULE 80 LFT 162 $12.00 $1,944.130 162.00 $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 31.00 $30,225.00 120 PVC SCHEDULE 40-4" LFT 9,502 $5.00 $47,510.00 9,502.00 $47,510.00 121 PVC SCHEDULE 40-4" INTERDUCT LFT 9,502 $9.00 $85,518.00 1 9,502.00 $85,518.00 122 PVC SCHEDULE 80-4" LFT 205 $7.00 $1,435.00 205.00 $1,435.00 123 PVC SCHEDULE 4" INTERDUCT LFT 205 $20.00 $4,100.00 205.00 $4,100.00 124 HANDHOLE LIGHTING EACH 4 1 $650.00 $2,600.00 4.00 $2,600.00 125 SERVICE POINT 11 MODIFIED EACH 1 1 $5,500.00 $5,500.00 1.00 $5,500.00 Pg. 3of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Chane Order 89 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quanti UNIT PRICE Original Total Construction C.,nA-tion Chan a 41 Qtys. Change 02 Qty,. Naw Total Qua Naw Tobi D.N. A - at 126 WIRE NO.6 COPPER, IN PLASTIC DUCT 41 C LET 162 $8.00 $1,296.00 162.00 $1,296.00 127 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 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 KIT FUSED EACH 6 $35.00 $210.00 6.00 $210.00 130 MULTIPLE COMPRESSION FITTING, WATERPROOFED EACH 17 $2L00 $357.00 17.00 $357.00 _131 INSULATION LINK,WATERPROOFED EACH 28 $15.00 $420,00 2&00 $420.00 132 WIRE TW HW NO. 10 COPPER STRANDED LFT 471 $1,00 $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 3'9.00 2,399.00 $1,751.27 136 LINE THERMOPLASTIC, DOTTED, WHITE, 81N. LET 116 $3.15 $365.40 116.00 $365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE, WHITE 361N. LET 47 $12.20 $573.40 47.00 $573.40 138 LINE THERMOPLASTIC, SOLID, YELLOW, 41N, LET 3,449 $0.73 $2,517.77 3,724.00 $2,718.52 139 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 117 $5.65 $661.05 118.00 $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 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 155 $25.00 $3,875.00 155.00 $3,875.00 142 LINE THERMOPLASTIC, SOLID YELLOW, 81N. LET 2,269 $190 54,311.10 55.00 2,324.00 $4,415.60 143 LINE THERMOPLASTIC SOLID YELLOW, 121N. LFT 460 $2.85 $1,311.00 17.00 477.00 $1,359.45 143. 20" DUCTILE IRON WATER MAIN LET 1,520 $109.72 1 $166,774.40 1,520.00 $166,774.40 143b 8' DUCTILE IRON WATER MAIN LFT 80 $90.20 $7,216.00 80.00 $7,216.00 1430 8" GATE VALVE EACH 1 $1,477.28 $1,477.28 LOO $1,477.28 143d 20"X8" STAINLESS TAPPING SADDLE AND VALVE EACH 1 $8,354.44 $8,354.44 LOO $8,354.44 143e 8' WATER MAIN LOWERING EACH 1 $5,599.00 $5,599.00 1.00 $5,599.00 143f 10" WATER MAIN LOWERING EACH 1 $6,260.48 $6,260.48 LOO $6,260.48 143S 16" WATER MAIN LOWERING EACH 1 $10,776.14 $10,776.14 LOO $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 $6,951.48 1431 20" WATER MAIN CONNECTION EACH 4 $4,486.76 $17,947.04 4.00 $17,947.04 143k LONG SIDE SERVICE EACH 1 $3,882.93 $3,882.93 1.00 $3,882.93 1431 METER PIT RELOCATION EACH 1 $1,327.05 $1,327.05 LOO $1,327.05 143. BACKFLOW RELOCATION EACH 1 $525.38 $525.38 LOO $525.38 143n RELOCATE SAMPLING STATION EACH 1 $1,518.42 $1,518.42 LOO $1,518.42 1430 ADJUST VAVLE TO GRADE REMOVE & REPLACE HYDRANT & ADJUST TO GRADE EACH 17 $4,476.55 $76,10135 17.00 $76,1031.35 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 IB $321.44 $5,785.92 18.00 $5,785.92 143s 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 4t EACH 0 58, 1.'294 $0.00 LIXJ 1.00 $8,33294 143v SEPTIC REPLACEMENT- pet Chan e ;2 IS 0 $36 c131.'45 $0A0 100 $36,031.35 143w DECORATIVE SOLAR FLASHER. per Change Order K3 EACH 0 $7,806.66 $0-00 6.00 6.00 $46,839.96 143. LIGHT POLE RELOCATION -per Chagne Order k5 IS 0 $4,140.25 $0.00 0.00 100 $4,140.2S 143y CONSTRUCTION ENGINEERING - per Change Order b3 IS 0 54,087.00 $0.00 0.00 1 CIO $4,087.0) 143, MOBILIZATION&DEMOBILIZATION - per Change Order R6 LS 0 $37,456.19 $0.00 0.00 1.00 $37,456.19 143aa MAINTENANCE OF TRAFFIC- per Change Order #6 IS D $20,678,06 $0.00 0.00 1.00 $20,676.66 143bb CONCRETE WASH -OFF FACILTY- per Change Order 06 EACH 0 $43200 $0.00 0.00 1 $432.00 143cc DORSET BLVD. SIGN WALL- per Change Order A6 EACH t: $58,582.27 $0.00 000 2.00 $117,164.54 143dd DORSET BLVD, R MASONRY WALL - per Change ordera6 EACH 0 $58,630.88 $0.00 0.00 LOO $58,630.88 143ee 111TH STREET STONE WORK- per Change Order #6 EACH 0 $31,912.26 $0 -OU 0.00 1.00 '' $31,912.26 143ff PLANTING SOIL BACKFILL- per Change Order 46 0S 0 $'71.50 $0.00 Il ()O 1.158-00 $82, 797.OD Pg. 4of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #9 - Quantity Adjustments ITEM NO, DESCRIPTION UNIT Original quantity UNIT PRICE Original Total Construction Co-truomn chang.#1 Cry, Chan e#2Qtys. New Total Quantity New Total Dollar amount 143gg IRRIGATION SERVICE & CONNECTIONS - per Change Order N6 EACH 0 $3,800.00 $0000.00 1.00 $3,500.00 143hh IRRIGATION RIGATION BORING&JACKING - per Change Older LET 0 $60.50 $0.00 0.00 MOOD $6,050,00 143n IRRIGATION CONTROLS/BACKFLOW PREVENTERS- per Change Order #6 EACH 0 $2,827.00 $0.00 000 1.00 $2,827-00 143jj CONTROL VALVES, DRIP TUBING, EMITTERS - per Chan eOrder#6 LS 0 $15,306.50 $0.00 oi)n 1.00 $75,30650 143kk ELECTRIC SERVICE AND CONNECTIONS - per Change Order #6 IA( 11 0 $8.814.87 $0.00 0.010 1.00 $8,814.87 14311 ELECTRIC CONDUIT BORING AND JACKING • per Chan ,e Order #6 tH 0 $65.29 $0.00 0.00 100.00 $6,529.00 143mm SIGN WALL LIGHTING- per Change Order 96 EACH 0 $1,641.88 $0.00 0.00 2.00 $3,283.76 143nn DORSET BLVD. WALL LIGHTING- per Change Order #f, EACH 0 S1, 641.88 $0.00 O.W 1.00 51,641.88 14300 STREET TREES- per Change Order N6 EACH 0 $429.00 $0.00 0.00 78.00 $3.3,462.00 143pp ORNAME NTAL TREES- per Change Order N6 tAul 0 $330.00 $0.001 0.00 104.00 $34,3200) 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 79800 $35,112.00 143ss ORNAMENTAL GRASSES- per Change Order 96 EACH 0 $33.00 269.00 $8,877.00 1431[ PERENIALS- per Change Order 96 EACI1 0 $13,20 ,,i.it, 0.00 5,653.00 $74,619.60 143uu SEDGE, PLANTS- per Change Order #6 EACH 0 $13.20 50.00 0.00 054.00 $25,792.80 143- HARDWOOD MULCH- per Change Order 06 CVS 0 $82.50 ..,..,. 0.00 222.00 $18,315.00 143ww LANUSCAPEIMPROVEMENTS/WILLIAMS CREEK- per Change Order 97 IS 0 $13,183.50 .-, ... 0.00 1.00 $13,183.50 143x7, Section 5 Sanitary&Water Addtions - per Change Order #8 tS 0 $32,465.92 $0.0X1 0.00 100 $32,465.92 143yy Cannel Water Utilities Suhg rade Healing - per Change I Order N9 LS0 $91,297.27 $0.00 0.00 100 $91,297.27 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CYS 883 $35 W $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 CVS 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 LFT 2,305 $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 1 4,596 $6.73 $30,931.08 4,596.00 $30,931.08 153 STRUCTURE BACKFILL, TYPE 1 CYS 1 177 $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 $73645 $2,644.20 36.00 $2,644.20 1% COMPACTED AGGREGATE NO. 53 BASE TON 295 $32.87 $9,696.65 295.00 $9,696.65 157 HMA SURFACE TYPE C TON 292 $71.16 $200866.32 292.00 $20,866.32 158 HMA INTERMEDIATE TYPE C TON 487 $56.71 $270617.77 487.00 $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 $62,643.30 160 ASPHALT FOR TACK COAT TON 4 $0.01 $0.04 4.00 $0.04 161 HMA FOR SIDEWALKS TON 1 221 $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 LFT 58 $12000 $6,960.00 0.00 $0.00 166 CURBAND GUTTER, CONCRETE, TYPE 11 LFT 1,830 $19.05 $34,861.50 1,830.00 $34,861.50 167 CURB AND GUTTER, TURNOUT CONCRETE LFT 6 $469.97 $2,819.82 6.00 $2,819.82 368CONCRETE ROLL CURB&GUTTER LFT 262 $48.66 $12,748.92 262.00 $12,748.92 169 PCCP FOR APPROACHES 61N. SVS 59 $60.95 $3,596.05 59.00 $3,596.05 Pg. 5of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Chane Order #9 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT original Quantity UNIT PRICE Od8lnal Total Construction Construction Change#1 Qtys. Chan <k2 Qtys. Naw Total Qua Naw Total Dolla Amount 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 RIPRAP REVETMENT TON 260 $23.16 $6,021.60 260.00 $6,021.60 174 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.OD $10D.00 176 EROSION CONTROL BLANKET SYS 11375 $L17 $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 1,169.00 $53,353.16 179 SODDING NURSERY SYS 3,540 $3.25 $11,505.00 3,540.00 $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 LET 25 $724.08 $18,102.00 25.00 $18,102.00 183 20' UNE 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 LOD $5,261.37 186 ADJUST VALVE BOX TO GRADE EACH 3 $4611 $1,405.29 3.00 $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 6IN. LFT 191 $14.50 $2,769.50 191.00 $2,769.50 189 PIPE TYPE 2, CIRCULAR 121N. 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 VIDEOINSPECTION FOR PIPE LFT 655 $2.39 $1,565.45 655.00 $1,565.45 192 PIPE END SECTION DIAMETER 12 IN, EACH 1 $873.58 $873.58 LOO $873.58 193 VIDEO INSPECTION FOR UNDERDRAINS 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 $2,582.40 196 YARD LIGHTS ADJUST TO GRADE EACH 7 $250.00 $1,750.00 7.00 $L750.00 197 CASTING ADJUST TO GRADE EACH 6 $866.87 $5,20L22 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 $2,448.81 $22,039.29 9.00 $22,039.29 200 PIPE CATCH BASIN, 181N. EACH 1 $1,314.06 $1,314.06 LOO $1,314.06 201 MANHOLE C4 EACH 3 $2,95L74 $8,855.22 3.00 $8,855.22 202 INLET AR EACH 3 $2,186.40 $6,559.20 3.00 $6,559.20 203 REINFORCED CONCRETE ARCH (MIN AREA :105.0 SFT.) LET 64 $3,216.76 $205,872.64 64.00 $205,872.64 204 DETOUR ROUTE MARKER ASSEMBLY EACH 19 $146.00 $2,774.00 19.00 $2,774.00 205 CONSTRUCTION SIGN A EACH 17 $244.00 $4,148.00 17.00 $4,148.00 206 CONSTRUCTION SIN B EACH 2 $105.00 $210.00 2.00 $210.00 207 BARRICADE III -B LFT 50 $30.00 $L500.00 50.00 $1,500.00 208 SIGNPOST, SQUARE TYPE I REINFORCED ANCHOR BASE LET 81 $14.00 $3,134.00 8L00 $1,134.011 209 SIGN GROUND MOUNTED RESET EACH 8 $20.00 $160.00 8.00 $160.00 210 UNE THERMOPLASTIC, SOLID WHITE 41N. LFT 209 $0.73 $152.57 209.00 $152.57 211 LINE THERMOPLASTIC SOLID YELLOW 41N. LFT 2,073 $0.73 $3,513.29 1,073.00 $3,513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHEN, 241N. LIFT 15 $5.65 $84.75 15.00 $84.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 61N. LFT 103 $L40 $144.20 103.00 $144.20 214 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH I $109A0 $109.00 LOO $109.00 215 PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $1470D $147.00 LOD $147.00 216 REVISED PEDESTRIAN HANDRAIL • per Change Order d4 LET 0 $312,95 $000 58.00 $18,1''.1.10 717 CANCELLATION CHARGE (Original Handrail )esign)- per Change Order #4 LS 0 $465.00 $0.00 1.00 $465SX) =Adjusted Quantities las o f this Change Order) New Items ORIGINAL TOTAL= $8,592,091.16 NEW TOTAL= $9,545,270.54 H ,1 E Y CONS TRUC TION Ca., INC. bw 111116W 100% Quality • 100% Employee Owned • Over 100 Years December 19, 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 City of Carmel Project No. 16 -ENG -27 & 16 -SW -07 Rieth-Riley Project No. 3200671 Dear Mr. Smiley, Below is a summary of the T&M work performed by Rieth-Riley in coordination with Carmel Water Utility. This work included disposing of Carmel Water Utility generated spoils and backfilling the excavation with flowable fill. The total amount being requested by Rieth-Riley Construction for this work is $91,297.27. Date Total 8/3/2017 $26,058.85 8/4/2017 $18,942.45 8/21/2017 $11,610.57 8/23/2017 $6,774.86 8/24/2017 $865.04 11/7/2017 $7,258.78 11/8/2017 $19, 786.72 Total $91,297.27 Supporting documentation is included on the following pages. Please call with any questions. Thanks Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Eric Holmes John Tuddy P.O. Box 276 -1751 W Minnesota St. • Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com Foreman Watermain Justin Finley Justin Finley Matt Bruce Matt Bruce Justin Finley Matt Bruce Matt Bruce Equipment Date Labor Labor MU Material Material MU Equipment MU Sub Sub MU Bond Bond MU Total Flowable CY 135.00 151.00 126.00 86.00 11.00 8/3/2017 $1,225.94 $245.19 $9,588.60 $1,150.63 $122.50 $14.70 $12,441.00 $960.87 $281.30 $28.13 $26,058.85 8/4/2017 $1,586.63 $317.33 $9,977.72 $1,197.33 $94.50 $11.34 $5,092.00 $446.44 $199.25 $19.92 $18,942.45 8/21/2017 $1,166.04 $233.21 $8,190.00 $982.80 $803.32 $96.40 $0.00 $0.00 $126.19 $12.62 $11,610.57 8/23/2017 $329.39 $65.88 $5,590.00 $670.80 $33.75 $4.05 $0.00 $0.00 $73.63 $7.36 $6,774.86 8/24/2017 $38.62 $7.72 $715.00 $85.80 $6.75 $0.81 $0.00 $0.00 $9.40 $0.94 $865.04 11/7/2017 $1,953.94 $390.79 $0.00 $0.00 $1,347.58 $161.71 $3,016.80 $301.18 $78.89 $7.89 $7,258.78 11/8/2017 $1,791.93 $358.39 $13,464.00 $1,615.68 $975.51 $117.06 $1,116.00 $111.60 $215.05 $21.51 $19,786.72 $8,092.491 $1,618.501 $47,525.321 $5,703.041 $3,383.911 $406.071 $21,665.801 $1,820.091 $983.711 $98.37 $91,297.29 Total Flow Fill 153.00 662.00 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/3/17 Work Performed: CONTRACT: 3200671 PROJECT: FORCE ACCOUNT/EXTRA WORK FOR: Installed flowable fill on water main that carmel dug out. Started at station 164+00. Poured to sta 160+00. Poured 135 CYS. Installed 6" underdrain from STA 164+00to STA 160+40. Used Geotextile to cover pipe 3"360 ft. LABOR 109.05 (b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 0.00 $28.99 $0.00 COMBINATION 0.00 0.00 $29.76 $0.00 FINISHER 0.00 0.00 $25.62 $0.00 FOREMAN - Justin Finley 3.00 3.50 6.50 $34.05 $280.91 LABORER -James Bilsson 2.00 3.00 5.00 $23.22 $150.93 LABORER - Wally Carroll 2.00 3.00 5.00 $23.22 $150.93 OPERATOR (103) Bill Wilkerson 000 0.00 $34.05 $0.00 OPERATOR (103) Steve Burton 0.50 0.50 $34.05 $17.03 OPERATOR OILER (103) 0.00 0.00 $30.51 $0.00 OA TECH 0.00 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 400 4.00 $43.10 $172.40 TEAMSTER 0.00 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $772.20 (2) FICA 7.50 x LINE (2) $57.91 (3) EMPLOYEE HOURS $36.29 (5) RATE EXTENSION CARPENTER 0.00 x $18.20 = $0.00 CARPENTER FOREMAN 0.00 x $18.20 = $0.00 COMBINATION 0.00 x $14.91 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN - Justin Finley 6.50 x $17.76 = $115.44 LABORER -James Bilsson 5.00 X $13.96 = $69.80 LABORER - Wally Carroll 5.00 x $17.76 = $88.80 OPERATOR (103) Bill Wilkerson 000 x $17.76 = $0.00 OPERATOR 103) Steve Burton 0.50 X $17.76 = $8.88 OPERATOR OILER (103) 0.00 X $17.06 = $0.00 CIA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 4.00 x $10.95 = $43.80 TEAMSTER 0.00 x $14.91 = $0.00 TOTAL FRINGES $326.72 (4) WORKERS COMPENSATION 4.70 % X LINE (2) $36.29 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE 0.00 % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE (2) $29.73 (7) FEDERAL UNEMPLOYMENT 0.40 % x LINE (2) $3.09 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $1,225.94 (10) 20 % x LINE (10) $245.19 (11) GRAND TOTAL LABOR LINES (10) + (11) $1,471.13 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purcriasea or Manufactured Description Quantity Unit Unit Price Extenstion P Flowable Fill 135.00 c $ 65.00 $ 8,775.00 P Geotextile 120.00 SY $ 0.78 $ 93.60 P 6" underdrain pipe 360.00 FT $ 2.00 $ 720.00 $1,396.00 Badger Truck 691 7/31/17 11 HRS @ 210/HR & 2 Disposal/Water fees 115.00 $2,540.00 Badger -Truck 1076 7/31/17 9.5HRS @ 210/HR & 1 Dis osal.Waterfee @ 115.00 $2,110.00 $ $ Trucking - Striaght Time $0.00 $0.00 $ $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $9,588.60 (18) $0.00 (19) $9,588.60 (20) $1,150.63 (21) $10,739.23 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 7987 3/4 Ton truck $13.50 6.50 $87.75 11117 Cat 938 Loader $69.49 0.50 $34.75 Badger Truck 899 7/28/17 14HRS @ 210/HR 3 Dump fees @ 116 & 1 Water Charge @ $20 $0.00 Badger Truck 1076 7/28/17 6.5HRS @ 210/HR1Dump fees @ 116 $0.00 Badger Truck 1076 7/29/17 7HRS @ 210/HR 1 Dump fees @ 116 & 1 Water Charge @ $20 $1,606.00 Badger Truck 691 7/29/17 6HRS @ 210/HR 1 Dump fee @116 & 1 Water Charge @ $20 $1,396.00 Badger Truck 691 7/31/17 11 HRS @ 210/HR & 2 Disposal/Water fees 115.00 $2,540.00 Badger -Truck 1076 7/31/17 9.5HRS @ 210/HR & 1 Dis osal.Waterfee @ 115.00 $2,110.00 Trucking - Striaght Time $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 12 % x LINE (26) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) SUBCONTRACTORS 109.05 (b)(6) $122.50 (23) $0.00 (24) 0.00 (25) 122.50 (26) 14.70 (27) 137.19 (28) TOTAL SUBCONTRACT WEEK ENDING $12,441.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x LINE (30) OVER $3,000.00 $660.87 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30)+(31)+(32) $13,401.87 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) % BOND RATE BASED UPON LINE (34) 10 % x LINE (35) TOTAL EXTRA WORK LINES: (34) + (35) + (36) Page 2 of 2 $25,572.36 (34) $281.30 (35) $28.13 (36) $25,881.79 (37) DESCRIPTION AMOUNT Flowable Pipe Badger Truck 899 7/28/17 14HRS @ 210/HR 3 Dump fees @ 116 & 1 Water Charge @ $20 $3,308.00 Badger Truck 1076 7/28/17 6.5HRS @ 210/HR1Dump fees @ 116 $1,481.00 Badger Truck 1076 7/29/17 7HRS @ 210/HR 1 Dump fees @ 116 & 1 Water Charge @ $20 $1,606.00 Badger Truck 691 7/29/17 6HRS @ 210/HR 1 Dump fee @116 & 1 Water Charge @ $20 $1,396.00 Badger Truck 691 7/31/17 11 HRS @ 210/HR & 2 Disposal/Water fees 115.00 $2,540.00 Badger -Truck 1076 7/31/17 9.5HRS @ 210/HR & 1 Dis osal.Waterfee @ 115.00 $2,110.00 TOTAL SUBCONTRACT WEEK ENDING $12,441.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x LINE (30) OVER $3,000.00 $660.87 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30)+(31)+(32) $13,401.87 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) % BOND RATE BASED UPON LINE (34) 10 % x LINE (35) TOTAL EXTRA WORK LINES: (34) + (35) + (36) Page 2 of 2 $25,572.36 (34) $281.30 (35) $28.13 (36) $25,881.79 (37) RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/4/17 Work Performed: CONTRACT: 3200671 PROJECT: FORCE ACCOUNT/EXTRA WORK FOR: Installed Flowable Fill from STA 157+25 to 16040 and from sta 164+00 to station 164+75 at STR 206. Fill 2 under cuts over water main at mallard ct. Installed 6" underdrain 72' into STR 206. The into STR 203. Also used geotextile around pipe 3x72'. LABOR 109.05 (b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER x $18.20 = 0.00 $27.49 $0.00 CARPENTER FOREMAN $18.20 = $0.00 0.00 $28.99 $0.00 COMBINATION $0.00 FINISHER 0.00 $29.76 $0.00 FINISHER FOREMAN - Justin Finley7.00 0.00 $25.62 $0.00 FOREMAN - Justin Finley 4.00 3.00 7.00 $34.05 $289.43 LABORER -James Bilsson 2.50 2.50 5.00 $23.22 $145.13 LABORER - Wally Carroll 2.50 2.50 5.00 $23.22 $145.13 OPERATOR (103) Bill Wilkerson 2.00 1.00 3.00 $34.05 $119.18 OPERATOR (103) Steve Burton 2,00 1.00 3.00 $34.05 $119.18 OPERATOR OILER (103) 4.00 x 0.00 $30.51 $0.00 CA TECH x $14.91 = 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 400 4.00 $43.10 $172.40 TEAMSTER 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $990.43 (2) FICA 7.50 % x LINE (2) $74.28 (3) EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 x $18.20 = $0.00 CARPENTER FOREMAN 0.00 x $18.20 = $0.00 COMBINATION 0.00 x $14.91 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN - Justin Finley7.00 x $17.76 = $124,32 LABORER -James Bilsson 5.00 X $13.96 = $69.80 LABORER - Wally Carroll 5.00 x $17.76 = $88.80 OPERATOR (103) Bill Wilkerson 3.00 x $17.76 = $53.28 OPERATOR (103) Steve Burton 3.00 X $17.76 = $53.28 OPERATOR OILER (103) 0.00 x $17.06 = $0.00 CA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 4.00 x $10.95 = $43.80 TEAMSTER 0.00 x $14.91 = $0.00 TOTAL FRINGES $433.28 (4) WORKERS COMPENSATION % X LINE (2) $46.55 (5) BODILY INJURY/ PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % x LINE (2) $38.13 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $3.96 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 8 9 $1,586.63 (10) 20 % x LINE (10) $317.33 (11) GRAND TOTAL LABOR LINES (10) + (11) $1,903.96 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion P Flowable Fill 151.00 c $ 65.00 $ 9,815.00 P 6" Underdrain pipe 72.00 LFT $ 2.00 $ 144.00 P 3x72 SYS Fabric 24.00 SYS $ 0.78 $ 18.72 $ S $ $ Trucking - Striaght Time $0.00 $0.00 $ $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $9,977.72 (18) $0.00 (19) $9,977.72 (20) $1,197.33 (21) $11,175.05 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 7987 314 Ton truck $13.50 7.00 $94.50 Bader Truck 141 8/1 2 disposal @ 116 EA & 10.50 hrs @ 210/HR & 2 water 20EA $2,477.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 $0.00 Trucking - Over Time $0.00 0.00 Trucking - Double Time $0.00 zlium TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 12 % x LINE (26) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) SUBCONTRACTORS 109.05 (b)(6) $94.50 (23) $0.00 (24) 0.00 (25) 94.50 (26) 11.34 (27) 105.84 (28) DESCRIPTION AMOUNT Badger truck 821 8/3 1 disposal @ $100 & 4.5 hours 210/HR $1,045.00 Badger truck 821 8/4 1 disposal @ $100 & 7 hours @210/HR $1,570.00 Bader Truck 141 8/1 2 disposal @ 116 EA & 10.50 hrs @ 210/HR & 2 water 20EA $2,477.00 TOTAL SUBCONTRACT WEEK ENDING $5,092.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 %x LINE (30) OVER $3,000.00 $146.44 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30)+(31)+(32) $5,538.44 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $18,113.39 (34) �h % BOND RATE BASED UPON LINE (34) $199.25 (35) 10 % x LINE (35) $19.92 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $18,332.56 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/21/17 Work Performed: CONTRACT: 3200671 PROJECT: Spring Mill Section 4 FORCE ACCOUNT/EXTRA WORK FOR: Cleaned up spoils from undercut over watermain in section 4 left by Carmel Water Placed flowfill in undercuts LABOR 109.05 (b)(1) HOt IRS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 0.00 $28.99 $0.00 COMBINATION - 0.00 0.00 $29.01 $0.00 FINISHER 0.00 0.00 $25.62 $0.00 FOREMAN - Matt Bruce 8.00 2.50 1 10.50 $34.05 $400.09 LABORER Garret Blair 0.50 2.00 2.50 $23.22 $81.27 MECHANIC 0.00 0.00 $33.15 $0.00 OPERATOR (103) Don Blair 4.00 2.00 6.00 $34.05 $238.35 OPERATOR (841) Randy Dowell 0.00 0.00 $31.80 $0.00 OPERATOR OILER (103) 0.00 0.00 $30.51 $0.00 QA TECH 0.00 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 0.00 $43.10 $0.00 TEAMSTER 0.00 1 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $719.71 (2) FICA 7.50 % x LINE (2) $53.98 (3) EMPLOYEE HOURS $33.83 (5) RATE EXTENSION CARPENTER 0.00 X $18.20 = $0.00 CARPENTER FOREMAN 0.00 x $18.20 = $0.00 COMBINATION - 0.00 X $14.91 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN - Matt Bruce 10.50 x $17.76 = $186.48 LABORER Garret Blair 2.50 x $13.96 = $34.90 MECHANIC 0.00 X $17.76 = $0.00 OPERATOR (103) Don Blair 6.00 x $17.76 = $106.56 OPERATOR 841) Randy Dowell 0.00 X $19.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.06 = $0.00 QA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 x 1 $10.951 $0.00 TEAMSTER 0.00 1 x 1 $14,911 $0.00 TOTAL FRINGES $327.94 (4) WORKERS COMPENSATION LIM % X LINE (2) $33.83 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE `;O.0 % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT _ % X LINE (2) $27.71 (7) FEDERAL UNEMPLOYMENT 06.461' % X LINE (2) $2.88 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $1,166.04 (10) 20 % x LINE (10) $233.21 (11) GRAND TOTAL LABOR LINES (10) + (11) $1,399.25 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion P Flowable Fill 126.00 CY $ 65.00 $ 81190.00 11564 3/4 Ton truck $13.50 b $ $ $ $ $ Is $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 %x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $8,190.00 (18) $0.00 (19) $8,190.00 (20) $982.80 (21) $9,172.80 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11564 3/4 Ton truck $13.50 10.50 $141.75 314 Excavator $70.20 4.00 $280.80 11062 D5 Dozer $60.51 5.00 $302.55 R2171104 420 Backhoe $39.11 2.00 $78.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 0.00 Trucking - Over Time $0.00 0.00 Trucking - Double Time $0.00 TOTAL EQUIPMENT $803.32 (23) TOTAL TRUCKING 0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS 0.00 (25) TOTAL LINES (23) + (24) + (25) $803.32 (26) 12 % x LINE (26) 7W6.40 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $899.72 (28) SUBCONTRACTORS 109.05 (b)(6) TOTAL SUBCONTRACT WEEK ENDING $0.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $0.00 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30)+(31)+(32) $0.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $11,471.77 (34) _ % OF BOND RATE BASED UPON LINE (34) $126.19 (35) 10 % x LINE (35) $12.62 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $11,610.57 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/23/17 Work Performed: CONTRACT: 3200671 PROJECT: Spring Mill Section 4 FORCE ACCOUNT/EXTRA WORK FOR: Place flowable fill over watermain where Carmel Water undercut Placed flowfill in undercuts LABOR 109.05 (b)(1) Hni ias EMPLOYEE Reaular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION - 0.00 $29.01 $0.00 FINISHER 0.00 $25.62 $0.00 FOREMAN - Matt Bruce 2.50 2.50 $34.05 $127.69 LABORER Garret Blair 2.50 2.50 $23.22 $87.08 MECHANIC 0.00 $33.15 $0.00 OPERATOR (103) Don Blair 0.00 $34.05 $0.00 OPERATOR (841) Randy Dowell 0.00 $31.80 $0.00 OPERATOR OILER (103) 0.00 $30.51 $0.00 QA TECH 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $43.10 $0.00 TEAMSTER 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $214.76 (2) FICA 7.50 x LINE (2) $16.11 (3) EMPLOYEE HOURS $10.09 (5) RATE EXTENSION CARPENTER 0.00 X $18.20 = $0.00 CARPENTER FOREMAN 0.00 X $18.20 = $0.00 COMBINATION - 0.00 x $14.91 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN - Matt Bruce 2.50 x $17.76 = $44.40 LABORER Garret Blair 2.50 x $13.96 = $34.90 MECHANIC 0.00 X $17.76 = $0.00 OPERATOR (103) Don Blair 0.00 X $17.76 = $0.00 OPERATOR (841) Randy Dowell 0.00 X $19.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.06 = $0.00 QA TECH 0.00 X $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $10.95 = $0.00 TEAMSTER 0.00 X $14.91 = $0.00 TOTAL FRINGES $79.30 (4) WORKERS COMPENSATION % X LINE (2) $10.09 (5) BODILY INJURY/ PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $8.27 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $0.86 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $329.39 (1o) 20 % x LINE (10) $65.88 (11) GRAND TOTAL LABOR LINES (10) + (11) $395.27 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion P Flowable Fill 86.00 CY $ 65.00 $ 5,590.00 $13.50 2.50 $33.75 314 Excavator $70.20 $0.00 11062 D5 Dozer $ $ $ $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $5,590.00 (18) $0.00 (19) $5,590.00 (2o) $670.80 (21) $6,260.80 (22) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11564 3/4 Ton truck $13.50 2.50 $33.75 314 Excavator $70.20 $0.00 11062 D5 Dozer $60.51 $0.00 R2171104 420 Backhoe $39.11 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 0. 0 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 12 % x LINE (26) GRAND TOTAL FOR EQUIPMENT: LINES (26) +(27) SUBCONTRACTORS 109.05 (b)(6) $33.75 (23) $0.00 (24) 0.00 (25) 33.75 (26) 4.05 (27) 37.80 (28) TOTAL SUBCONTRACT WEEK ENDING $0.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $0.00 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $0.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) 8 (33) $6,693.87 (34) % OF BOND RATE BASED UPON LINE (34) $73.63 (35) 10 % x LINE (35) $7.36 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $6,774.86 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/24/17 Work Performed: CONTRACT: 3200671 PROJECT: Spring Mill Section 4 FORCE ACCOUNT/EXTRA WORK FOR: Placed 11 yards of flowable fill to fill up water main around STIR 168 & 166 in section four where Carmel duo over water main. LABOR 109.05 (b)(1) uni iRc EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION - 0.00 $29.01 $0.00 FINISHER 0.00 $25.62 $0.00 FOREMAN - Matt Bruce 0 50 0.50 $34.05 $25.54 LABORER Garret Blair 0.00 $23.22 $0.00 MECHANIC 0.00 $33.15 $0.00 OPERATOR (103) Don Blair 0.00 $34.05 $0.00 OPERATOR (841) Randy Dowell 0.00 $31.80 $0.00 OPERATOR OILER (103) 0.00 $30.51 $0.00 CA TECH 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $43.10 $0.00 TEAMSTER 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $25.54 (2) FICA 7.50 % x LINE (2) $1.92 (3) EMPLOYEE HOURS $1.20 (5) RATE EXTENSION CARPENTER 0.00 x $18.20 = $0.00 CARPENTER FOREMAN 0.00 x $18.20 = $0.00 COMBINATION - 0.00 x $14.91 = $0.00 FINISHER 0.00 x $13.96 = $0.00 FOREMAN - Matt Bruce 0.50 x $17.76 = $8.88 LABORER Garret Blair 0.00 x $13.96 = $0.00 MECHANIC 0.00 x $17.76 = $0.00 OPERATOR (103) Don Blair 0.00 x $17.76 = $0.00 OPERATOR (841) Randy Dowell 0.00 x $19.51 = $0.00 OPERATOR OILER (103) 0.00 x $17.06 = $0.00 CA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $10.95 = $0.00 TEAMSTER 0.00 x $14.91 = $0.00 TOTAL FRINGES $8.88 (4) WORKERS COMPENSATION 4.70 % x LINE (2) $1.20 (5) BODILY INJURY/ PROPERTY DAMAGE INSURANCE 0.00 % x LINE (2) $0.00 (6) STATE UNEMPLOYMENT 3.85 % x LINE (2) $0.98 (7) FEDERAL UNEMPLOYMENT 0.40 % x LINE (2) $0.10 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $38.62 (10) 20 % x LINE (10) $7.72 (11) GRAND TOTAL LABOR LINES (10) + (11) $46.34(12) Page 1 of 2 MATERIAL 109.05 (6)(3) Flurctiased or Manufactured Description Quantity Unit Unit Price Extenstion P Flowable Fill 11.00 CY $ 65.00 $ 715.00 $13.50 0.50 $6.75 314 Excavator $70.20 $0.00 11062 D5 Dozer $ $ Is $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(41 $715.00 (18) $0.00 (19) $715.00 (20) $85.80 (21) $800.80 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11564 314 Ton truck $13.50 0.50 $6.75 314 Excavator $70.20 $0.00 11062 D5 Dozer $60.51 $0.00 82171104 420 Backhoe $39.11 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 Trucking -Over Time $0.00 0.00 Trucking - Double Time $0.00 TOTAL EQUIPMENT $6.75 (23) TOTAL TRUCKING 0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES (23) + (24) + (25) 6.75 (26) 12 % x LINE (26) 0.81 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) 7.56 (28) SUBCONTRACTORS 109.05 (b)(6) TOTAL SUBCONTRACT WEEK ENDING $0.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $0.00 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $0.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) 8 (33) $854.70 (34) a�=% OF BOND RATE BASED UPON LINE (34) $9.40 (35) 10 % x LINE (35) $0.94 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $865.04 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 11/7/17 Work Performed: CONTRACT: 3200671 PROJECT: Spring Mill Section 2 FORCE ACCOUNT/EXTRA WORK FOR: Clean up and haul off dirt spoils from Carmel water excavation over watermain secton 2 in preparation for flowable fill. LABOR 109.05 (b)(1) EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER X $18.20 = 0.00 $27.49 $0.00 CARPENTER FOREMAN $18.20 = $0.00 0.00 $28.99 $0.00 COMBINATION - $0.00 FINISHER 0.00 $29.01 $0.00 FINISHER FOREMAN - Matt Bruce 9.50 0.00 $25.62 $0.00 FOREMAN - Matt Bruce 8.00 1.50 9.50 $34.051 $349.01 LABORER Garret Blair 8.00 1.00 9.00 $23.22 $220.59 LABORER - Justin Connoway 8.00 1.00 9.00 $23.22 $220.59 OPERATOR (103) Dave Connoway 8.00 2.00 10.00 $34.05 $374.55 OPERATOR (841) Randy Dowell QA TECH 0.00 0.00 $31.80 $0.00 OPERATOR OILER (103) 0.00 X 0.00 $30.51 $0.00 CA TECH X 1 0.00 $23.621 $0.00 SUPERINTENDENT/PROJECT MANAGER 1 0.00 $43.101 $0.00 TEAMSTER 1 0.00 $27.911 $0.00 FRINGES TOTALLABOR $1,164.74 (2) FICA PIN iia yk % x LINE (2) $87.36 (3) EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 X $18.20 = $0.00 CARPENTER FOREMAN 0.00 X $18.20 = $0.00 COMBINATION - 0.00 X $14.91 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN - Matt Bruce 9.50 X $17.76 = $168.72 LABORER Garret Blair 9.00 x $13.96 = $125.64 LABORER - Justin Connoway 9.00 x $13.96 = $125.64 OPERATOR (103) Dave Connoway 10.00 X $17.76 = $177.60 OPERATOR 841) Randy Dowell 0.00 X $19.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.06 = $0.00 QA TECH 0.00 x 1 $13.961 $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $10.9511 $0.00 TEAMSTER 0.00 X $14.9111 $0.00 TOTAL FRINGES $597.60 (4) WORKERS COMPENSATION % X LINE (2) $54.74 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $44.84 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $4.66 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 R 9 $1,953.94 (1o) 20 % x LINE (10) $390.79 (11) GRAND TOTAL LABOR LINES (10) + (11) $2,344.73 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion CY $ 11579 3/4 Ton truck $13.50 $ $ $ $ $ $ $ $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20)+(21) EQUIPMENT 109.05 (b)(4) $0.00 (18) $0.00 (19) $0.00 (20) $0.00 (21) $0.00 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11579 3/4 Ton truck $13.50 9.50 $128.25 11117 Loader $69.49 7.00 $486.43 11631 D5 Dozer $60.51 10.00 $605.10 R2171148 Skid Loader $42.60 3.00 $127.80 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 -Fr -0-0-01 Trucking - Over Time $0.00 0.00 Trucking - Double Time $0.00 SUBCONTRACTORS 109.05 (b)(6) CJ Truck 658 CJ Truck 615 TOTAL EQUIPMENT $1,347.58 (23) TOTALTRUCKING $0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS 0.00 (25) TOTAL LINES (23)+(24)+(25) $1,347.58 (26) 12 % x LINE (26) $161.71 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26)+(27) $1,509.29 (28) TOTAL SUBCONTRACT WEEK ENDING $3,016.80 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x LINE (30) OVER $3,000.00 $1.18 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30)+(31)+(32) $3,317.98 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $7,172.00 (34) % OF BOND RATE BASED UPON LINE (34) $78.89 (35) 10 % x LINE (35) $7.89 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $7,258.78 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 11/8/17 Work Performed: CONTRACT: 3200671 PROJECT: Spring Mill Section 2 FORCE ACCOUNT/EXTRA WORK FOR: Cleaned up excavation from Carmel Water Trench. Placed Flowable Fill in trench for subgrade treatment. LABOR 109.05 (b)(1) EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 0.00 $28.99 $0.00 COMBINATION - 0.00 0.00 $29.01 $0.00 FINISHER 0.00 0.00 $25.62 $0.00 FOREMAN - Matt Bruce 8.00 2.00 10.00 $34.05 $374.55 LABORER Garret Blair 8.00 2.00 10.00 $23.22 $255.42 LABORER - Justin Connoway 0.00 0.00 $23.22 $0.00 OPERATOR (103) Dave Connoway 7.00 7.00 $34.05 $238.35 OPERATOR (841) Dave Puglisi 6.00 6.00 $31.80 $190.80 OPERATOR OILER (103) 0.00 0.00 $30.51 $0.00 QA TECH 0.00 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 0.00 $43.10 $0.00 TEAMSTER 0.00 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $1,059.12 (2) FICA 7.50 % x LINE (2) $79.43 (3) EMPLOYEE HOURS $49.78 (5) RATE EXTENSION CARPENTER 0.00 x $18.20 = $0.00 CARPENTER FOREMAN 0.00 x $18.20 = $0.00 COMBINATION - 0.00 x $14.91 = $0.00 FINISHER 0.00 x $13.96 = $0.00 FOREMAN - Matt Bruce 10.00 x $17.76 = $177.60 LABORER Garret Blair 10.00 x $13.96 = $139.60 LABORER - Justin Connoway 0.00 x $13.96 = $0.00 OPERATOR (103) Dave Connoway 7.00 x $17.76 = $124.32 OPERATOR (841) Dave Puglisi 6.00 x $19.51 = $117.06 OPERATOR OILER (103) 0.00 x $17.06 = $0.00 QA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 x 1 $10.95 = $0.00 TEAMSTER 0.00 x $14.91 = $0.00 TOTAL FRINGES $558.58 (4) WORKERS COMPENSATION 4.70 ` % x LINE (2) $49.78 (5) BODILY INJURY/ PROPERTY DAMAGE INSURANCE O`.00,1 % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT 3.86 % x LINE (2) $40.78 (7) FEDERAL UNEMPLOYMENT 0 40 % x LINE (2) $4.24 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $1,791.93 (1o) 20 % x LINE (10) $358.39 (11) GRAND TOTAL LABOR LINES (10) + (11) $2,150.31 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion P Flow Fill 153.00 CY $ 88.00 $ 13,464.00 $13.50 10.00 $135.00 S $ S $ S $ 82171148 Skid Loader $42.60 MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $13,464.00 (18) $0.00 (19) $13,464.00 (2o) $1,615.68 (21) $15,079.68 (22) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11579 314 Ton truck $13.50 10.00 $135.00 11117 Loader $69.49 6.00 $416.94 11631 D5 Dozer $60.51 7.00 $423.57 82171148 Skid Loader $42.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 0.00 Trucking - Over Time $0.00 0.00 Trucking - Double Time $0.00 SUBCONTRACTORS 109.05 (b)(6) Truck TOTAL EQUIPMENT $975.51 (23) TOTALTRUCKING 0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS 0.00 (25) TOTAL LINES (23) + (24) + (25) $975.51 (26) 12 % x LINE (26) $117.06 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $1,092.57 (28) TOTAL SUBCONTRACT WEEK ENDING $1,116.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $111.60 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $1,227.60 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) 8 (33) $19,550.16 (34) % OF BOND RATE BASED UPON LINE (34) $215.05 (35) 10 % x LINE (35) $21.51 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $19,786.72 (37) Page 2 of 2 IF Vir ! TH- ILEY ww�a ,riethrrle y.cvna Job Number: 3 O0 7j Field Work Order Date Issued: a ` Owner Job Number: Address: ta. Job Name: '!'lnr) 1 Rietthh-Riley is hereby authorized �to� perform the following described work and charge to the above mentioned owner: 161 -do ra•►40 1.4 160, POWrtiL /3S CY3- 4","1 411--,14 Prow. so 16y �a> yv fm-MFI�--SC',4- - Gco -felc o % cow,- P%Pp - 3)(360H. Trade Reg Hrs OT Hrs orm eA Zw -AA CI VV &y • U1 atl V yr lz-n `s)f Qw Equipment Quantity Hours Used Hours Idle >xJ • 7f97 fo Ems• -7 • S Material/Sub Oty N twtov- jaL, e. -; j 1 135c - Co 4*x P�t 1 - 360 la Q ya .0% -- F �u1 GO o This work shall be on a time and material basis to which will be added all applicable taxes, insurance, fringe benetits, travel pay (per diem), expendable item charge, overhead and profit. Work Supervised By: Rieth-Riley Construction Signedby: —.__ .............................._..__.. Title: Work Ordered By: Owner/Owner's Rep Signed by: Title: _ ..—. I TH , ILEY w3vw.repLh; rt�y.t'i�ns Field Work Order Job Number: Owner Job Number: Job Name: _f _t'' `"' Yir„v1- Date Issued: q- g-1 Address: Rieth-Riley is hereby/Jauthorized to perform the following described work and charge to the above mentioned owner: 11 A /ic- _r �t 11I -/ &- . 11, ` J /v 1 f�ii. FN,,A 5/% /'%pts Jo SCK. j 75 �i..'0�0C..:__ - - 1u� 1�1404'd �t` K0de " do�4..�- �c,�' ►r.-��a Trade Reg Hrs OT Hrs r -' ..31 Equipment Quantity Hours Used Hours Idle -7 r`a, I Material/Sub oty h -ti10 y1vL„r j t icz, This work shall be on a time and material basis to which will be added all applicable taxes, insurance, fringe benefits, travel pay (per diem), expendable item charge, overhead and profit. Work Supervised By: _ Rieth-Riley Construction Signed by: Title: 7 .... — Work Ordered By: Owner/Owner's Re Signed by: Title:__._._.....___.... _ _. TH-TILEY Job Number: 320047 1 Field Work Order Date Issued Owner Job Number: Address: Job Name: 3-Z3- /-7 Rieth-Riley is hereby authorized to perform the following described work and charge to the above mentioned owner: br 4'1-te- i Lu A &x -l? 0/4 r e- &I "i -q_('4 0 1 t .--- .. . .. . .......... . ........ . ..... Trade Reg Hrs OT Hrs / 2. Equipment Quantity Hours Used Hours Idle Material/Sub Qty S1146 j 13Y Flo 1� C �e I I This work shall be on a time and material basis to which will be added all applicable taxes, insurance, fringe benefits, travel pay (per diem), expendable item charge, overhead and profit. Work Supervised By: Rieth-Riley Construction 01 Signed by: Title: rOe-If + Al . .................... --- ....... ........ ---- ------- - - Work Ordered By: Owner/Owner's Rep Signed by: Title: i t i S 4a t ILI i t i S t W it 21 TE- ILEA" wwtm.rrethriley,t>rre Job Number: 3ZO06-7I Owner Job Number: Job Name: Field Work Order Date Issued: / % ` 7— /-7 Address: Rieth-Riley is hereby authorized to perform the following described work and charge to the above mentioned owner: C I E to m t t p %,) b (4 6.L s2_ v fCT S,�� e- 064,- v v alt- Trade Reg Hrs OT Hrs L >4 6 rQ 2 (-I of f � 13/+4 /,x.. 8' / 4 JV51161 C'or+"oUI B � ce) P�srt,t fo (7wx- 00 A 10A" Z, Equipment ('quantity Hours Used Hours Idle o it QeYL 117 ( 7 514,0 le,4pLqZ- /22/7INk 3 !7 / g n-- / l 6 3 /0 Material/Sub Qty This work shall be on a time and material basis to which will be added all applicable taxes, insurance, fringe benefits, travel pay (per diem), expendable item charge, overhead and profit. Work Supervised By: Rieth-Riley Construction Signed by: Title: ;F0 r 'L'' ` I Work Ordered By: Owner/Owner's Rep—' .r Signed by: ----- Title: -- ----- --- 21 THI 1LEY urvvs,iiethrittrY.cvm Field Work Order Job Number: 3 2 o 0 6 "7 I Owner Job Number: Job Name: 5 r' N q ,M l Date Issued: Address: Riethh-'Riley is hereby authorized to perform the following described work and charge to the above mentioned owner: ._-ir,_._-! ry :tit hit ^� Trade Reg Hrs OT Hrs M A -T* -r (ZU LA `loom Gkr-r111114 5 UA Equipment Quantity Hours Used Hours Idle Lk- i to LQ A, t l ) 1 6 3 t `7 Material/Sub Qty -i 2 2461 row rr � —3 This work shall be on a time and material basis to which will be added all applicable taxes, insurance, tnnge oenents, travel pay (per diem), expendable item charge, overhead and profit. Work Supervised Rieth-Riley ConstructioG�� Signed by: Title: _ ,)I^A 41 Work Ordered By: Owner/Owner's Rep Signed by: Title:__ _�i� room 625 AnciuVE3 FILE INDIANAPOLIS WATER CO. MEMORANDUM FROM L. Kenneth Blackwell SUBJECT: Easement from Dr. John N. Pittman on Spring Mill Road from W. 111th Street to W. 116th Street and TO H. V. Starks to a point on 116th St. 684' East. DATE: May 1, 1981 Please place the attached recorded easement in the archives. pv Y�-L L. Kenneth Blackwell M 04 ENT 22179 BOOK a, 2 cJ PAGE ._. THIS INDEN'T'URE, made this 21st day of April , 1981 , by and between John N. Pittman , of the County 10f Hamilton State of Indiana , hereinafter called Grantors, and INDIANAPOLIS WATER COMPANY, a corporation organized under the laws of the State of Indiana, with the offices located at Indianapolis, Indiana, ?Hereinafter called Grantee: WITNESSETH, That for and in consideration of the sum of One Dollar ($1.00) and other valuable considerations in hand paid by Grantee to Grantors, receipt whereof is hereby acknowledged, Grantors, their grantees, successors and assigns do hereby grant, bargain, sell, convey and warrant unto the Grantee, its grantees, successors and assigns, forever a right-of-way and easement with the right, privilege and authority in Grantee, its grantees, successors and assigns, to erect, construct, install, reconstruct, renew, operate, maintain, patrol, replace and repair a water main and its necessary appurtenances therein, under, upon, over and across the following described real estate owned by Grantors and situated in the County of"Hamilton State of Indiana, all as shown on the easement sketch bearing ur; wiug Ne:" D-6075 entitled parallel and ariacent to Sorinamill Road from 111th Street to 116th Street: and parallel and adjacent to 116th Street from E. 1l/W line of Sp�ing ',-till Road east 664.181' which sketch is attached hereto and made a part hereof: SAID right-of-way and easement being shown on the above mentioned Attached Drawing:,` and b4&g more particularly described as follows: a,..._ ..a. �...." See attached "Exhibit A" %d a-11 This instrument Recorded 19$1 MARY L. CLARK, RECORDER, H NILTON COUNTY, IND Ell ocK3_.25__ 7 4 gether with the right and privilege (1) of int: a and egress for the employees, agents and representatives of Grantee, its grantees, successors and assigns to, from and over said real estate, (2) to do all acts and things requisite and necessary for the'full enjoyment of the right-of-way and easement hereby granted. The easement hereby granted shall include, specifically, the right of nearby property owners to connect their premises by water service pipe to any water main installed by Grantee, provided that such owners restore any area disturbed by their work. Grantee covenants that, in the installation, maintenance or operation of its water main and appurtenances under, upon, over and across said tract of land in which easement is hereby granted, it will restore the area disturbed by its work to as near fthe original condition as is practicable, but it shall have no duty to restore an area disturbed by a nearby property owner in installing a connecting water service pipe. Grantors herein covenant for themselves, their grantees, successors and assigns .that they will not erect or maintain any building or other structure -or obstruction on or over said water main and appurtenances under said tract of land in- which right-of- way and easement is hereby granted. Grantors represent and warrant that they are the owners in fee simple of said real estate, are lawfully seized therof and have a good right to grant and convey the fore- going easements therein; that they guarantee the quiet possession thereof; and said real estate is free from any and all encumbrances except the following; 1. Current taxes. 2. Mortgacte Record 287, Page 155 1975 (Give Mortgage Record, Page, and County.) Grantors will warrant and defend Grantee's title to said easement against all lawful claims. IN WITNESS WHEREOF, the Grantors have hereunto set their rtspective hands and seals the day and year first above written. STATE OF Indiana ) )SS COUNTY OF mon On this 21st day of April , 1981 , before the undersigned, a Notary Public in and for said County and State, personally appeared the above named John N. Pittman and acknowledges the execution of them of the above and foregoing instrument to be the Voluntary act and deed of them and of each of them. Wit as my hand a Hofer al seal ( )N,!9Pky Public My Co is ion expires • ;�� „` 7i3X Water Main Easement 5 BOOK On Spring Mill Road and 116th Street "Exhibit A" Description A part of the Northwest Quarter of Section 2, Township 17 North, Range East in Hamilton County, Indiana, more particularly described as follows: The perpetual easement is a 15 foot wide strip of land adjacent to, East of and parallel to the East right-of-way line of Spring Mill Road, as now established and adiacent to, South of and parallel to the South right-of-way line of West 116th Street, as now established, extending Northerly from the North right-of-way line of West 111th Street, as now established, to said South right-of-way line of West 116th along Spring Mill Road and extending Easterly along West 116th Street from said East right-of-way line of Spring Mill Road to a point 801.54 feet East of the Northwest Corner of said Northwest Quarter of Section 2; the temporary construction easement is a 25 foot wide strip of land extending the length of the perpetual easement, adjacent to, East of and parallel to the perpetual easement along Spring Mill Road and adjacent to, South of and parallel to the perpetual easement along West 116th Street; as shown on the attached print of Indianapolis Water Company Drawing Number D-6075. A Al 89'11 'S8'E //7.53' N.E coa. Nf i¢ SEc. 3, T/7A/, 1e3E, Lo SouTN L/NE of THE of 5,f c. 2, T/7.V, R3E. f BOOK �PAGE 749 W .ST. E Cc,Q. 5f �'4 of Stec. 34, T/8A1r23E. i �AC a8'90'l7 "E. � (o8�.ort' "� ./PPARFNT R/N N /l/ORTN L/NE of TNff ��/¢ oP SEc. 2, 717N, R3f. f / \rt/. l./CoR. A/ A/ t/4 1s Se--. 2, T /7N, re 3 E , t ' c t 25 25' Z� `Vt I � / 25 51✓ C./� OR. of THE NW �¢ of SEc. 2, 7'/7AI, R 3 E. �/Z' h/. W m 0 0 X 2 Tex CT "C /5 r PEk'PETt1AL fwsemeA17- +7-- MPoRARY CoWs;wuCTlod EASEMENT This Instrument Recorded��j,,,��,�,Q �t981 MARY L. CLARK, RECORDER, AMILTON GOUNTY, IND. N � fh ST Ty1S EASEMEAT /5 A fq,¢'r aF rNE AOW%4 .o,- SEcT o Al 2, TGW^/SN1P / 7 Vo erA/, ,efxt*F 3 EAST 1n/ H.4M/GTON COUNTY, 1,V044,V4. r.qE L`A5EMEn1T CoAlr4o /S 48, 92 9.96 Scp. F7, wN1CN f4u41-5 /. /Z i/CRES /%o RE OR LE55. INDIANAPOLIS WATER COMPANY DISTRIBUTION SYSTEM�� /5 ' l✓.9TER /`%/A/ EAsEME.V7' P.tRALLEL 1Wo./AcENT r- SPRIMs MizL 07 ERoH ///'� 4M9 1%twLEL ro 7/6 *S7 FRoi f elAl Zlwe of j'r,C/N6 Alla >fp. & s r 6 6 4. /8/ .` DR. BYD.'4.W. DATE2-/2-B/ SCALE A/0 SCALE CH. BY �RDRAWING NUMBER "k j ¢. ;. µ D - 6D 75 City of Carmel Project 16 -ENG -52 Spring Mill Road Reconstruction CHANGE ORDER #9 Carmel Water Utilities Subgrade Healing Contract Price prior to this Change Order $9,453,973.27 Contract Price will be increased by this Change Order $91,297.27 New Contract Price including this Change Order $9,545,270.54 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $8,592,091.16 $8,592,091.16 N/A CO1 (-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°x6 C05 $4,140.25 $8,767,393.91 2.04% C06 $640,929,94 $9,408,323.85 9.50% C07 $13,183.50 $9,421,507.35 9.65% C08 $32,465.92 $9,453,973.27 10.03% C09 $91,297.27 $9,545,270.54 11.09%