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Home My WebLink AboutRieth-Riley Construction, Inc/Eng/CO #5/4,140.25/Spring Mill Road Reconstruction (#16-ENG-52)City of Carmel Project 16 -ENG -52 Spring Mill Road Reconstruction CHANGE ORDER #5 q�� Light Pole Relocation .� OWN Contract Price prior to this Change Order $8,763,253.66 Contract Price will be increased by this Change Order $4,140.25 New Contract Price including this Change Order $8,767,393.91 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% C05 $4,140.25 $8,767,393.91 2.04% Page 1 of 2 CITY OF CARMEL TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 5 Rieth-Riley Construction Co., Inc. DATE: 6/23/2017 P.O. Box 276 rine 1751 W. Minnesota Street PROJECT NAME: Spring Mill Road Reconstruction Indianapolis, IN 46221 Project #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 additional work associated with the documents referenced below. *This Change Order will create one new item, Item #143x — LIGHT POLE RELOCATION; Unit of pay for this item will be Lump Sum. Il. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: *Spring Mill Road RFP for Change Order 5 *Change Proposal as provided by Rieth-Riley Construction Co., Inc. on 6/12/2017. *Change Order 5 QTY Adjustments Breakdown The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order S 8,763,253.66 Contract Price will be increased/d by this Change Order S 4,140.25 New Contract Price including this Change Order S 8,767,393.91 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 Page 2 of 2 The Above Changes Are Recommended: United Consulting ENGINEER 1625 N. Post Road Address Indianapolis, IN 46219 City/State/Zip By: Phone: - s-srWL Date: 4,131 &0 n The Above Changes Are Accepted: Rieth-Riley CONTRACTOR 1751 W. Minnesota Street Address Indianapolis, IN 46206 B: Phon :�/ Date: / 7 Approved: Lori WatWA' Member `Christine S. Pauley, Clerk - Treasurer 7 ;Je Ka an, P.E. Engineer Date: CITY OF CARMEL TO: Lucas Clark REQUEST FOR PROPOSAL NO 1 Rieth-Riley Construction Co., Inc. DATE: 5/16/2017 P.O. soxPROJECT NAME: S r 1751 W. Minnesota Street Soring, Mill Rd. Reconstruction Indianapolis, IN 46221 PROJECT NO. J 6 -ENG -52 Specification Reference: 16 -ENG -52 — Proiect Manual (TS -01) Drawing Reference: Pg. 32 of 200 Drawing Date: 9/2/2016 Identification of Attachments: Proiect #16 -ENG -52 Pg. 32 of 200 — Proposed Lighting Relocation Mark Up Please submit within fifteen (15) calendar days of this request date a proposal showing increase, decrease or no change in Contract Price and/or Contract Time. Proposal shall be accompanied by four (4) copies of breakdown showing quantities, cost of material, equipment, labor, overhead, profit and basis for the additional time if any. DESCRIPTION OF PROPOSED CHANGE COVERED BY THIS REQUEST: All work associated with the relocation of the existing light pole on the South East comer of 106"' Street and Spring Mill Road to the South West corner of 106'h Street and Spring Mill Road; per the above referenced attachment. REASON FOR CHANGE: Existing lighting is currently in conflict with the completion of multi -use path connections in the referenced area. SPECIAL INSTRUCTIONS: The Contractor and its Sub -Contractors shall utilize all methods necessary to bid this new work in an accurate manner. This includes but is not limited to field checks of existing conditions. The compensation for the proposed work associated with this RFP is a candidate for a Change Order based on Time & Materials, if this method is determined to be the most cost effective. THIS REQUEST DOES NOT AUTHORIZE YOU TO PROCEED WITH THE ABOVE WORK NOR STOP PREVIOUSLY SCHEDULED WORK. Upon approval a Contract Change Order and a Notice To Proceed will be issued. Please state in your proposal the effect the acceptance of this Request will have on the Project's Substantial Completion and Final Completion, if accepted the same day of proposal due date. YOUR PROPOSAL DUE DATE: 5/31/2017 By: United Consulting 5/16/17 Engineer Date Approved By: Bret D. Smiley Owners Representative TS- I Jrjrr A. t.-UM e 11\ r — 1�_"tom + R•11 i<i �p CR \ ---..rPr6ji6ied ting Mppr—oxirr!alte) fWT SPRING MILL ROAD__ c� G[ !P", S�- P-!K. Y--- w Existing Lighting Location Yeo P0r1 (Ap xi at Kf— ��_ G��n�a-�-1 �, Iii \ e. 10-OD. LEM D C, t O."Wowp., m -fop U.—aft Tw v —~0mr 11 G.Y. p.K 840 $35 L1NM End Probl0e pp $ta.. 1$a 0.00 pgh, cl. k,. M Elm 836.82 tis Begim Prome –91-S Sta. 10�06.3 6 'Path" Elm 817.84 810 2 it Its 12-0 IJ.00 1.0 CITY OF CARMEL W--- I- r IV N 717 SPRING MILL ROAD FROM 111TH TO MAIN rsraa FI PLAN & PRO LE I UNITEDInlwuPr4 L-- LINE *PATW CITY OF CARMEL TO: Lucas Clark REQUEST FOR PROPOSAL NO 1 Rieth-Riley Construction Co., Inc. DATE: 5/16/2017 Box 276 175 PROJECT NAME: Spring 1751 W. Minnesota Street p Q Mill Rd. Reconstruction Indianapolis, IN 46221 PROJECT NO.:16-ENG-52 Specification Reference: 16 -ENG -52 — Project Manual (TS -01) Drawing Reference: PQ. 32 of 200 Drawing Date: 9/2/2016 Identification of Attachments: Proiect #16 -ENG -52 Pg. 32 of 200 — Proposed Lighting Relocation Mark Up Please submit within fifteen (15) calendar days of this request date a proposal showing increase, decrease or no change in Contract Price and/or Contract Time. Proposal shall be accompanied by four (4) copies of breakdown showing quantities, cost of material, equipment, labor, overhead, profit and basis for the additional time if any. DESCRIPTION OF PROPOSED CHANGE COVERED BY THIS REQUEST: All work associated with the relocation of the existing light pole on the South East corner of 106th Street and Spring Mill Road to the South West corner of 106th Street and Spring Mill Road; per the above referenced attachment. REASON FOR CHANGE: Existing lighting is currently in conflict with the completion of multi -use path connections in the referenced area. SPECIAL INSTRUCTIONS: The Contractor and its Sub -Contractors shall utilize all methods necessary to bid this new work in an accurate manner. This includes but is not limited to field checks of existing conditions. The compensation for the proposed work associated with this RFP is a candidate for a Change Order based on Time & Materials, if this method is determined to be the most cost effective. THIS REQUEST DOES NOT AUTHORIZE YOU TO PROCEED WITH THE ABOVE WORK NOR STOP PREVIOUSLY SCHEDULED WORK. Upon approval a Contract Change Order and a Notice To Proceed will be issued. Please state in your proposal the effect the acceptance of this Request will have on the Project's Substantial Completion and Final Completion, if accepted the same day of proposal due date. YOUR PROPOSAL DUE DATE: 5/31/2017 By: United Consulting_ 5/16/17 Engineer Date Approved By: Bret D. Smiley Owners Representative TS -1 JIMN A I IT Il A. I kHnF. I I V \.—_—. w.r.l Y1rN.AW 8, W To- I OO /O \ 8 � � ��—. �IIr NN ,n + Wrr.,m Cwpr �!O � _ Yi "ha Mpp_r0X1rrI_at9j_ WRING NU ROW,,, 3m 36 r1— -All PailGap"ll Existing Lighting LocaiEn QD_\ 7jjN Ap. x mat!._ cl I— w FT Is I In IMI M \ �� A-1 LIt.-L. 00- _- 'I LEGEND _il I c" 11 c.6 & a—. I --c— c.il I-0 T,. or rY rrM I-- 1--1 T V mr, I .� Y T Wl , L.1 'A 'Pil l sill I— t• carwan,l a.Iwa. Ya u. 1,1e Ylwlra A.4 Vid Iw 6-10 M Kw 'Clod on. I In I old NNrYM --ill mov. NUI w,4. Cr.w,n law7. CO E I Profie 0.70 iir.I Sta. 15.00.00"P,III Ell 836.82 ..r cw 925 rarer 4.00 CW Vcw 620 w iml cd .)AN- Sel Profile Sta. J0+0l als Ekv. 817.8 If 030 oto 11-0 xr w.1 UNITED b QTY OF CARMEL MMIS MILL ROAD FROM 111TH TO MAIN SPRING --- sl__ ii0iIii— C—I — N =IR FILE PLAN & PROFILE 0 Lf.'ll LINE P Page 1 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order 85 - Quanthy Adjustments ITEM NO. DESCRIPTION UNIT -"-I Quantity UNIT PRICE 0�14inal Total Construction Construction Change Xl Qty, Ch. ng. 92 Cry, New Total Quantity New Total Dollar Amount 16 -ENG -52 QUANTITIES 1 CONSTRUCTION ENGINEERING IS 1 $160,203.01 $160,203.01 0.03 1.03 $164,290.01 2 MOBILIZATION AND DEMOBILIZATION IS I $211,891.55 $221.89L55 1.00 $231,891.55 3 CLEARING RIGHT OF WAY IS 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, REMOVE LFT 2,914 $6.05 $17,629.70 2,914.00 $17,629.70 a 1 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 $3,721.10 223.OD $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 11a GUARDRAIL. REMOVE LFT 735 $6.50 $4,777.50 735.00 54,777.50 llb BRIDGE RAILING, REMOVE LFT 248 $18.50 S4,588.00 248.00 $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 WALL, REMOVE LET 170 $49.07 58,341.90 1 170.00 $8,341.90 15 IPIPE, REMOVE LFT 832 $38.16 $31,749.12 832.01) $31,749.12 16 FENCE, FARM FIELD REMOVE LFT 1,662 $2.75 $4,570.SO 1,662.00 $4,570.50 17 EXCAVATION, COMMON CVS 24,762 $5.81 $143,867.22 24,762.00 $143,867.22 is BORROW CYS 15,953 $0.01 $159.53 15,953.00 $159.53 19 SEDIMENT, REMOVE CVS 63 $38.62 $2,433.06 63.00 $2,433.06 20 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON a $57.15 $45710 8.00 $457.20 21 TEMPORARY INLET PROTECTION EACH 151 $65.00 $30,030.00 154.00 $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 21 1 NO. 2 STONE TON 400 $25.25 $101100.00 400.00 $10,100.00 25 TEMPORARY GEOTE%TILE 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 (35.UU1 925.00 $20,969.75 28 SUBGRADE TREATMENT, TYPE IB 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 -0 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 $84,511.20 001 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 IMILLING, ASPHALT, 11/21N. SYS 381 $12.00 $4,572.00 381.00 $4,572.00 34 MILLING, ASPHALT SYS 4811 $12.00 $S,BS6.00 488.00 $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 $719,222.72 272.00 14,790.00 $732,696.60 39 HMA 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 (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 IPCCP, 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 43. GUARDRAIL, BURIED END LFT 8 $8,600.00 $68,800.00 8.00 $68,800.00 44 HMA FOR SIDEWALK TON 2,243 $79.93 $179,282.99 1 2,205.00 $176,245.65 45 SIDEWALK, CONCRETE SYS 391 $43.80 $17,125.80 391.01) $17,125.80 46 CURB RAMP, CONCRETE SYS 440 $155.70 $68,508.00 139.00 579.00 $90,150.30 47 CURB, INTEGRAL CONCRETE LET 245 $33.04 $8,094.80 245.00 $8,094.80 48 CURB AND GUTTER, CONCRETE, TYPE II LET 18,824 $16.04 $301,936.96 18,824.00 $301,936.96 49 CURB AND GUTTER, CONCRETE, TYPE III LFT 1 13,729 1 $15.01 S206,072.29 IE.t 001 13,666.00 $205,126.66 50 ICENTER CURB, D CONCRETE SYS 12S $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 CU RB AND GUTTER ROLL CURB LFT 308 529.50 $9,086.00 _ 308.00 $9,086.00 53 HMA FOR APPROACHES, TYPE C TON 681 $89.44 $6Q908.64 119.00 800.00 $71,552.00 Page 2 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16-$W-07 Change Order NS - Quantity Adjustments ITEM NO. DESCRIPTION UNIT gldnal Qwntlty UNIT PRICE OrlahulTotel Construction Construction Change pl Qtys. Change 42 Qtys. New Total Quantity New Total Dollar Amount 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 $1.18 $80.24 a 1 0 80.00 $94.40 SB RIPRAP, REVETMENT TON 28 $85.06 $2,381.68 .1 1.00 33.00 $2,806.98 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 7 $50.00 $350.00 7.00 $350.00 60 EROSION CONTROL BLANKET SYS 1,016 $1.17 $11188.72 1,016.00 $1,188.72 61 WATER YGAL 102 $1.00 $102.00 102.00 $102.00 62 SODDING, NURSERY SYS 28,063 $3.25 $91,104.75 78,063.00 $91,204.75 63 IRRIGATION CONTROLLER BOX EACH 1 $8,500.00 $8,500.00 1.00 $8,500.00 64 FIELD OFFICE, IS 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 11. 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, B IN. LFT 54 1 $8.00 $432.00 54.00 $432.00 69 PIPE, TYPE 2, CIRCULAR, 12 1N. LFT 4,232 $39.45 $166,952.40 16,00 lau.0ol 4,208.00 $166,005.60 70 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 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 MINI) 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, 27 IN, LFT 25 $123.09 $3,077.25 40.00 $4,923.60 75 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 195 $75.60 $14,742.00 195.00 $14,742.00 76 PIPE, TYPE 2, CIRCULAR, 42 IN. 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 1,59000 $241,441.50 77a PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 SFT LFT 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 5580749.60 546.00 I $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 $21,280.78 83 STORMWATER TREATMENT SYSTEM, 1.65 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 84 IVIDEO INSPECTION FOR PIPE LFT 10,325 $1.29 $13,319.25 1..!'!` I2 �.n^! 10,314.00 $13,305.06 85 PIPE END SECTION, DIAMETER 121N. EACH 3 $873.60 $2,620.80 Uri 5.00 $4,361.00 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 BD OUTLET PROTECTOR 3 EACH 2 $1.050.00 $21100.00 2.00 $2,100.00 89 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 50.99 $2,970.00 3,000.00 $2,970.00 90 AGGREGATE FOR UNDERDRAINS CYS 1,659 $45.50 $75,484.50 1,659.00 $75,484.50 91 GEOYEXTILES FOR UNDERDRAIN SYS 16,SB7 $1.15 $19,075.05 16,587.00 $19,075.05 92 MANHOLE, JSO 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 IINLET,J20 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, KID EACH 41 $2,601.45 $106,659.45 ! I.uul 40.00 $104,058.00 97 MANHOLE, C4 EACH 30 $2,847.34 $85,4211.20 11011, 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 23.00 $196,643.56 100 MANHOLE J4 EACH 20 $5,140.48 $101,809.60 14.00 $71,966.72 101 CATCH BASIN, MID EACH 1 41 1 $2,617.76 $107,328.16 41.00 $107,328.16 102 DETENTION OUTFALL STRUCTURE, D EACH S $8,666.12 $43,330.60 4.00 $34,664.48 103 IDETENTION OUTFALL STRUCTURE, E EACH 1 $9,077.18 $9,077.18 1.00 1 $9,077,18 104 CONSTRl1CTION SIGN,[ EACH 3 $297.00 $891.00 3.00 $891.00 105 ROAD CLOSURE SIGN ASSEMBLY EACH 6 5507.00 $3,042.00 6.00 $3,041.00 lOSa ITPAVEMENT MARKING, 41N LFT 6,000 $0.67 $4,020.00 6,000.00 $4,020.00 Paqe 3 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order NS --Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Qwlltl UNIT PRICE Original Total construction Construction Change 41 Qty S. Change k2 Qtys. New Total Qu,ntky Now Total Dollar Amount 105b 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 $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 1BARRICADE, IIFB 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 BASE LFT 425 $14.00 $5,950.00 425.00 $5,950.00 114 SIGN, SHEET, WITH LEGEND, 0.090 IN. SIR 184 $17.00 $3,128.00 38.00 222.00 $3 774.00 115 SIGN, SHEET, WITH LEGEND, 0.1001N. SFT 117 $19.00 $2,223.00 7200. 189.00 $3591.00 116 CONDUIT, PVC, 2 IN. SCIIE DUE E 40 LFT 493 $8.00 $3944.00 493.00 $3944.00 117 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 00. $8,900 $53,400.00 6.00 $53,400.00 119 1 HANDHOLE, FOR INTERDUCT EACH 31 $975.00 $30,225.00 31.00 $30 225.00 120 PVC SCHEDULE 404" LFT 9,502 $5.00 $47,510.00 9,502.00 $47510.00 121 PVC SCHEDULE 40.4" INTEROUCT LFT 9,502 $9.00 $85,518.00 9502.00 $85,528.00 122 PVC SCHEDULE 80-4" LFT 205 $7.00 $1,435.00 205.00 $2,435.00 123 PVC SCHEDULE 80-4" INTERDUCT LFT 205 $20.00 $4,100.00 205.00 $4,100.00 124 HANDHOLE LIGHTING EACH 4 $650.00 $2,60000 4.00 $2,600.00 125 SERVICE POINT II MODIFIED EACH 1 $5,500.00 $51500.00 1.00 $51500.00 126 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, 41/C LFT 162 $8.00 $1,296.00 162.00 $1,296.00 127 WC WIRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 LFT 493 $8.00 $3,944.00 493.00 $3,944.00 128 CONNECTOR KR, UNFUSED EACH 6 $37.00 $222.00 6.00 1 $222.00 129 CONNECTOR KR, 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/THW, NO. 30 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. LFT 592 $1.95 $1,154.40 592.00 $1,154.40 135 ILINE, THERMOPLASTIC SOLID, WHITE, 41N. LFT 2,050 $0.73 $2,496.50 2,399.00 $1,751.27 136 LINE, THERMOPLASTIC, DOTTED, WHITE, BIN. LFT 116 $3.15 $365.40 116.00 $365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD UNE, WHITE, 361N. LFT 47 $12.20 $573.40 47.00 $573.40 138 UNE, THERMOPLASTIC, SOLID, YELLOW, 41N. LFT 3,449 $0.73 $2,517.77 275.00 3,724.00 $2718.52 139 TRANSVERSE MARKING, THERMOPLASTIC, STOP UNE, WHITE, 24 IN. LFT 117 $5.65 $66LDS 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 UNE, THERMOPLASTIC, SOLID, YELLOW BiN. LFT 2,269 $1.90 $4,311.10 55.00 2,324.00 $4,415.60 143 LINE, THERMOPLASTIC, SOLID, YELLOW 12 IN. LFT 460 1 $2.85 $1,311.00 17.00 477.00 51,359.45 143. 20" DUCTILE IRON WATER MAIN LFT 1,520 1 $109.72 $166,774.40 1520.00 $1660774.40 143b 8" DUCTILE IRON WATER MAIN LFT 80 $90,20 $7,216.00 80.00 $ 7,216.00 143[ $" GATE VALVE EACH 1 $1,477.28 $1,477.28 1.00 $1,477.28 143d 20" K 8" STAINLESS TAPPING SADDLE AND VALVE EACH 1 $8,354.44 $8,354.44 1.00 $8,354.44 143e 8' WATER MAIN LOWERING EACH 1 $5,599.00 55,599.00 1.00 $5,599.00 143f 30' WATER MAIN LOWERING EACH 1 56,200.48 $6,260.48 1.00 $6,260.48 143 16' WATER MAIN LOWERING EACH 1 $10,776.14 $10,776.14 1.00 $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 $6,951.18 2.00 $6,951.48 143 20' WATER MAIN CONNECTION EACH 4 $4,486.76 $17,947.04 4.00 $17,947.04 Paqe 4 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #5 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quantity UNIT PRICE OrILI.-ITotal Construction Construction Change #1 Qtys. Change #2 Qtys. New Total Quantity New Total Dollar Amount 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 1.00 $1,327.05 143m BACKFLOW RELOCATION EACH 1 $525.38 $525.38 1.00 $525.38 143n RELOCATE SAMPLING STATION EACH 1 $1,518.42 $1,518.42 1.00 $1,518.42 1430 ADJUST VAVLE TO GRADE REMOVE & REPLACE HYDRANT & ADJUST TO GRADE EACH 17 $4,476.55 $76,101.35 17.00 $76,101.35 143p NEW HYDRANT ASSEMBLY EACH 5 $6,016.55 S30,082.7S 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 143s VALVE RETIREMENT EACH 3 $585.16 $1,755.48 3.00 $1,755.48 1431 LINE STOPS 20" IUNDISTRIBUTFDI EACH 4 $17,268.55 $69,074.20 4.00 $69,074.20 143u DETENTION OUTFALL STRUCTURE, T - per Change OTrier #1 EACH 0 $8,332.94 $0.00 1.00 1.00 $8,332.94 143Y SEPTIC REPLACEMENT. per Change Order#2 LS 11 $36,031.35 $0.00 1.00 $36,031.35 143w DECORATIVE SOLAR FLASHER- per Change Order #3 EACH 0 $7,806.66 $0.00 6.00 6,00 $46,839.96 143K LIGHT POLE RELOCATION - per Chagne Order #5 LS 0 $4,140.25 $0.00 0.00 1.00 $4,140.25 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CYS 883 $35.00 $30,9 5.W 881 t)fl 530,'1($. ()ii 145 BORROW CVS 2,782 $0.01 $27.82 2,782.00 $27.82 146 SEDIMENT, REMOVE CYS 10 $33.74 $337.40 10.00 $33740 147 TEMPORARY INLET PROTECTION EACH 14 $65.00 $910.00 14.00 $910.00 148 TEMPORARY SILT FENCE LFT 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 11 SYS 59 $24.80 $1,463.20 59.00 $1,463.20 151 SUBGRADE TREATMENT TYPE IN SYS 1,597 $1.83 $2,922.51 1,597.00 $2,922.51 152 ISUBGRADE TREATMENT, TYPE IS SYS 4,596 1 $6.73 $30,931.08 4,596.00 $30,931.08 STRUCTURE BACKFILL, TYPE 1 CYS 177 $25.66 $4,541.82 177.00 $4 541.82 STRUCTURE BACKFILL, TYPE 1 CYS 266 $92.94 $24,722.04 266.00 $24,722.04 STRUCTURE BACKFILL, TYPE 5 CYS 36 $73,45 $2,644.20 36.00 $2,644.20COMPACTED AGGREGATE N0. 53 BASE TON 295 $32.87 $9,696.65 295.00 $9,696.65HMA r15 SURFACE, TYPE C TON 292 $71.46 $20,866.32 292.00 $20,866.32HMA INTERMEDIATE, TYPE C TON 487 $56.71 $27,617.77 487.00 $27,617.77MMA INTERMEDIATE, OG, TYPE C TON 641 $54.13 $34,697.33 641.00 $34,697.33NMA BASE, TYPE C TON 1,207 $51.90 $62,643.30 1,207.00 $62,643.30 160 IASPHALT FOR TACK COAT TON 4 $0.01 $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, 48 1N. REM DELETED per CHANGE ORDER 84 LIFT 58 $120.00 $6,960.00 0.00 $0.00 166 CURB AND 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 $2,819.82 168 ICONCRETE ROLL CURB &GUTTER LFT 262 1 $48.66 $12,748.92 262.00 $12,748.92 169 PCCP FOR APPROACHES, 61N. SYS 59 $60.95 1 $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 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 1 $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 $1608.75 177 WATER M.G. 15 $1.00 525.00 15.00 $25.00 Paae 5 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order SS - Quantity Adjustments rfEM NO. DESCRIPTION UNIT OriginalUNIT Quantity PRICE OrI811ul Total CO^ztructi°n Construction Change #1 Qty, Change #2 Qty, New Total Quantity New T°ta1 D°Ilar Amount 178 TOPSOIL CYS 1,169 $45.64 $53,353.16 1, L69. 00 $53,353.16 179 SODDING, NURSERY SYS 3,540 $3.25 $11,505.00 3,`,41.00 $11,505.00 180 CONCRETE, CLASS, A CYS 17 $252.59 $4,294.03 17.01 $4,294.03 181 241N, SOR 11 HDPE WATER MAIN LFT 176 $305.36 553,743.36 176.W $53,743.36 182 201N. RESTRAINED101N7 DUCTILE IRON LFT 25 $724.08 $18,102.00 25.00 $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 BOK TO GRADE EACH 3 $46843 $1,405.29 3.00 $1,405.29 187 PIPE, TYPE 4, CIRCULAR, 61N. LFT 2,274 $4.15 $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, 15 IN. LFT 15 $235.30 $3,529.50 15.00 $3,529.50 191 VIDEO INSPECTION FOR PIPE LFT 655 $2.39 $1,565.45 655.00 $1,565.45 192 IPIPE END SECTION, DIAMETER 12 RJ. EACH 1 $873.58 $873.58 1.00 $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 GEOTEJITILES 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 $1,750.00 197 CASTING, ADJUST TO GRADE EACH 6 $866.87 $5,201.22 6.00 $5,201.22 198 INLET, E7 EACH 1 51,881.90 $1,881.90 1.00 S1,881.90 199 INLET M30 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 1.00 $1,314.06 201 1 MANHOLE, C4 EACH 3 $2,951.74 $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 IMIN AREA 105.0 SFT.) LFT 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 SIGN, 8 EACH 2 $105.00 $210.00 2.00 $210.00 207 BARRICADE, IIFB LFT I 50 $30.00 $1,500.00 50.00 $1,500.00 208 SIGN POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE LIFT 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, 41N. 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 $1,513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. LFT 15 $5.65 $84.75 15.00 $84.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 61N. LET 103 $1.40 $144.20 103.00 $14420 214 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 1 $109.011 $109.00 1.00 $109.00 715 PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $147.00 $14700 1.00 $147.00 216 REVISED PEDESTRIAN HANDRAIL - per Change Order p4 LFT 0 $312.95 $0.00 58.00 $18,151.10 217 CANCELLATION CHARGE (Original Handrail Design)- per Change Order #4 LS 0 $465.00 $0.00 1.00 $465.00 = Adjusted Quantities las °f this Change Order) = New Items ORIGINAL TOTAL= $8,592,091.16 NEN' TOTAL = $9.7F7,393.9 L