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HomeMy WebLinkAboutRieth-Riley Construction, Inc/Eng/ CO #3/123,808.23/Spring Mill Road ReconstructionPage 1 of 2 TO: Lucas Clark Rieth-Riley Construction Co., Inc. P.O. Box 276 1751 W. Minnesota Street - Indianapolis, 1N 46221 I. CITY OF CARMEL CONTRACT CHANGE ORDER NO.: 3 DATE: 5/5/2017. PROJECT NAME: Spring Mill Road Reconstruction / Project #16 -ENG -52 CITY REQ. NO.: CITY PO NO.: 34297 CITY PO DATE:- _9/8/2016 You are directedto make the following changes in this Contract: *Quantity adjustments for Construction Change #1 and Construction Change. #2 per the documents' referenced below. *All additional work. associated with the documents referenced below. *This. Change Order will create one new item, ITEM # 143W DECORATIVE SOLAR FLASHER. Unit of pay for this item will be EACH. II. The following referenced Documents further describe the changes outlined in Paragraph I,. and are to be considered apart of this Change Order: *Change. Proposal for Construction Change #2 as provided by Rieth-Riley Construction Co., Inc. on 4/26%2017. *Construction Change #1 Plans (Design Date 10/12/16) *Construction Change#I Transmittal Letter (Date 10/12/1.6) *Construction Change #2 Plans (Design .Date 2/27/17) *Construction Change #2 Transmittal Letter (Date 2/27/17) *.Change Order #3 Quantity Adjustments Breakdown The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 8,627,789.33. Contract Price will be increased/deefeased.bythis Change Order. $ 123.808.23 New Contract Price including this Change Order $ 8,751,597.56 Eepitr-aet Time P6erIe this Chenge Order --mays ConpletienDate l'let-ine-reaseddeereased msul gfrem thisChange Older Days pert Centmet 44menc-ludirtgthisChb r•4e���sCompietion Date This Change Order is for full and ,final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. 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: 3 . q. SYgz Date: The Above Changes Are Accepted: Rieth-Riley CONTRACTOR '1751 W. Minnesota Street Address Approved: Date: J Treasurer Jere Ka hman, P. . City Engineer Date: Z Pq. 1 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order 43 - Quantity Adjustments ITEM NO. DESCRIPTION UNR Original Quantity UNITPRICE Original Total Construction - Change pl Qtys.. - Construction New Total `Change p2 Qtys. Quantity New Total Dollar Amount 16 -ENG -52 QUANTITIES !""" CONSTRUCNONr£NfINEERR4G '- "`.: p7l.51 -'".'?"4^1T'";"$166;203:01,�,x x.'',5760;203.01 - :03 ¢,W,W-1?03 '„$164;190;03 2 MOBILIZATION AND DEMOBILIZATION LS 1 $211,891.55 $211,891.55 1.00 $211,891.55 3 CLEARING RIGHTOF 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 LFT 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 8 PIPE ABANDON GROUTAND FILL EACH 5 $438.20 $2,191.00 .: ,.� ;.. , °�`,.. _.. 5.00 $2,191.00 9 SIDEWALK CONCRETE, REMOVE SYS 223 $16.70 $3,724.10 223.00 1 $3,724.10 10 INLET, REMOVE EACH 4 $607.04 $2,428.16 4.00 $2,428.16 11 FENCE, CHAIN. LINK, REMOVE LFT 492 $4.50 $2,214.00 - 492.00 $2,214.00 Sla GUARDRAIL, REMOVE LFT 735 $6.50 $4,777.50 735.00 $4,777.50 11b BRIDGE RAILING, REMOVE LFT 248 $18.50 $4,588.00 - 248,00 $4,588400 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 LFT 170 $49,07 $8,341.90 - - 170.00 $8,34L90 ]5 PIPE, REMOVE LFT 832 $38.16 $31,749.12 832.00 $31,749.12 16 FENCE, FARM FIELD, REMOVE LFT 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 TEMPORARYCHECK DAM, REVETMENT RIPRAP TON 8 $57415 $457.20 8.00 $457.20 21 TEMPORARYINLET PROTECTION EACH 1 154 $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 TEMPORARYSEED MIXTURE - LBS., 1,740 -$0.25 $435.00, 1,740.00 $435.00 .. v"""27`�`� SUBfiRADEiTRfA�fMEIfJ„T:YRE II TM7^"'.�:,'''',r""� "'"PfSYS"�,41�'�9$0 $2267�'1'�E �$21,763,20� - �S°Wfl��„x,.915T00 �G$20';96977 r.)SZVBM8 451 EVL2n' $99100", ww 54,114'00` $326307F42 4 30 DRYING SOILS FOR EMBANKMENT TON 655 $125.00 $81,875.00 655.00 $81,875.00 ;,,31 `:" COMPA[TED.AGGREGATE;NO 53 BASE;` �_ _,7 4MTON?7 �""c31062 ,:- _ '. $27:601 x$6 ,5;-11.201�,,�. �(4"`i:W}!.� a13;O15�a0 °ff$83?2i4?00 32 WIDENINGWITH HMA,TYPEC TON ii $183.09 $2,013.99 11.00 $2,013.99 33 MILLING, ASPHALT, 11/2 IN. SYS 381 $12.00 $4,572,00 381.00 $4,572.00 34 MILLING;ASPHALT SYS 488 $12.00 $5,856.00 488.00 $5,856.00 ,37.:`��', HMA�INTEFiINEDLSTE,`NP.EC.. -.�,:: TONS ,,";'�5187Y ,.' C�,515b:$''r$267r44172� pTm �"""�'""� '.79:00`is'45G2G6:00;$Z7?514r96'�S_' t- -'13 A L$328;941!'03jg 94,-a,�?s"� JMSrff1 F�_r6,622:00i',- 7r796-3 40 HMA FOR TEMPORARY PAVEMENT, C (UNDISTRIBUTED) TON 500 $103.00 $51,500.00 - 500.00 $51,500.00 :. --A .-• - r 0'.0 r ASPHALT�FOR TACK COAT:., `','i _� TON„j i.;..?;;; 29, 42 PCCP, 71N. SYS 241 $63.87 $15,392.67 241.00 $15,392.67 43 GUARDRA14 WOOD BEAM LFT 725 $314.00 $227,650.00 725.00 1 $227,650.00 43a GUARDRA14 BURIED END LFT a $8,600.00 $68,800.00 8.00 $68,800.00 4HM FR SD - „TON$ "92 $16245;" ' 45 SIDEWALK, CONCRETE SYS 391 $43.80 $17,125.80 391.00 $17,125.80 56:; ;s CURB;FtAMP. CONCRETE..': SY5 : 4407 77',,$155 70 �:� (Y`- $68,508-007 "' "`""'9 139T00$"""n E`""57%'Cb--":"" 1 r�$90r150^30"""� 47 CURB, INTEGRAL CONCRETE LFT 245 $33.04 $8,094.80 245.00 $8,094.80 48 CURB AND GUTTER, CONC.R_ETE, TYPE II LFT 18,824 $301,936.96 18,824.00 $301,936.96 301,936.96 . -$16.04 CUB_�fLFl`1329 49 -An ._. , - ,,•. a, T$15r�; 13o66A0 leN : 50 CENTER CURB, D CONCRETE SYS 125 $181.22 $22,652.50 - 125.00 $22,652.50 51 CURB, TURNOUT EACH 2 $1,183.91 $2,367.82 2.00 $2,367.82 Pq. 2 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #3 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original OriginalUNIT PRICE ,. Construction Construction OrlginalTntal Change#1 Qtys. Change#ZQtys. New Total Quantity New Total Dollar Amount 52 CURB AND GUTTER, ROLL CURB LFT 308 $29.50 $9,086.00 308.00 $9,086.00 53.-' _ 4 AAPROACHES,aVPEG .� - -. ......TON HMA FOR' -` 88;1 :;'-. $89.44'" , $80:905:64 �..-""� .: b790D`:._aq 800.00:- $--L1,552.b0. 54 P,CCP FOR APPROACHES, 61N1 . SYS $74 $52,72 f $30,26128 i <. . 1._,. [3700} ._i 50.60: $28,3M% 55 PCCP FOR APPROACHES, 91N. SYS 412 $6454 $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 .,:-... _.. _.. _ .,.- - `,.� x _• `_'�,.,$1 7' 58 RIPRAP, REVETMENT - TON _ _28 $85.06, "{„ $2J}81168 ;.,, : 4 00 , , , J: 1`OOr.... 1: 33.00; $21,806:98 .. 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 $1,188.72 - 1,016.00 $1,188.72 61 WATER kGAL 102 $1.00 $102.00 _ 102.00 $102.00 62 SODDING, NURSERY SYS 28,063 $3.25 $91,206.75 28,063.00 $91,204.75 63 IRRIGATION CONTROLLER BOX EACH 1 $8,500.00 $8,500.00 1.00 $8,500.00 64 FIELD OFFICE,B MOS 15 $2,286.99 $34,306.85 15.00 $34,304.85 65 TIMBER CURB LFT 124 $196.00 $24,304.00 124.00 $24,304.00 6G.'....'. PIPETA'PE:2, C1RCLIIRR,,38�IN, .... .- � LFT.".-""Y,41S ""_ $9584':`'_ ,. $135;G33l60_ �."1. ""S -x"16,06.,,.8'",. °��, 1r431'b0'!_' „$13.Z;14704''� 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 4;232 ` `$39,4.5 { '$166 9S2m4Q, ° r. 1,f6.60.�;� X40 00 rP, d,209..6W'''---TI66;0DS;60 ii ' 70 P1Pf„TYPE'2, C(RCULAR,'.1511N1- _ LFT 416 _ $50.95__ :$21;195?20 :1'1A0�_ _ _"',%�, 478.00$ .$z1y8D6:G0_v 33_.. PIPE, TYPE 2,CIRCULAR,:1S'.IN. . LFT 11099 _:. ,: $46.37.. $50,960,63,, -- _ �:, : ]. V.J 1,097.00 ,: ;$50;867.89_ s 72 PIPE, TYPE 2, CIRCULAR, 21 IN. LFT 299 $55.18 $16,498.82 299.00 ..$16,498.82 "T73 PIPE, TYPE 2; GtRCU[AR; 24;IN. - -- - -- ' „_.`,670 - -� LFT' - '`:.- $60.93- ' $40.523'10 _`"-,-�..' `; •.•, {1OtlL.., `669..: '$A0;762:19�.'! -_?4-"'PLPE,-7YPE2,:CIRCULAR, Z7.IN. !FT 25 $123.69 $3,077.25 35.00 - J _-'-' -- " 40.00, $4;923GO..: 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,TYPE2, CIRCULAR,481N. LFT 1,590 $151.85 $241,441.50 1,590.00 $241,441.50 77a PIPE,TYPE:2,DFFORMED,'MIN. AREA 335FT - LFT ' - `48,- ' $80.30", _' " $3,8S440 '21[00` "--$1',686:30 -." 77b PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 SFT LFT 546 $107.60 $58,749.60 546.00 $58,749.60 78 STORMWATER TREATMENT SYSTEM, 2.08 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 79 STORMWATER TREATMENT SYSTEM,2.9CFS 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 . VIDEOINSPECTIONFORIPLPE LFT' '-10,325- --"' $1.29' S13)319r25 7-,--;1fi 00 !, �...' x2700) 10,317'.60 - $13y305`06- x,85 PIPE END SECTION, DIAMETER 12: IN. EACH 3 - $873.60, $2,620:80 "200. T 7-- - " 5,00,._ $4.,3.68.00 . 86 PIPE END SECTION, DIAMETER 15 IN. 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 88 OUTLET PROTECTOR, 3 EACH 2 $1,050.00 $2,100.00 2.00 $2,100.00 89 VIDEO INSPECTION FOR UNDERDRAINS LET 3,000 $0.99 $2,970.00 3,000.00 $2,970.00 90 AGGREGATE FOR UNDERDRAINS CYS 1,659 $45.50 $75,494.50 - 1,659.00 $75,484Stl 91 GEOTEXTILES FOR UNDERDRAIN SYS 16,587 $1.15 $19,075.05 16,587.00 $19,075.05 .92 MANHOLE.: Y10' _. .- EACH.. ._ - 6 _... $4:602.60: _...� ._. _._ 93 CASTING, ADIUSTTO GRADE EACH 13 $623.76 $8,108.88 13.00 $8,108.88 ' 44.,' INLET.'JSO .. _. .. .. EACH' ;:.; _.. 46.. ..'- $2,443.Z6'' , 9112,412;96 .r. ,:P `"''. 100;_..-`"!� 47:00'.:' 'S17374;856:72 I 95 JINLETM10 EACH 5 $2,448.81 $12,244.05 5.00 $12,244.05 EACH 97 .- MAfJHOLE, E4 EACH -'r 30, '- $2,847,34 .$85,420120 ,.(100) F 300 4. '' ., 26.001 17 $74,030 84" 98 CATCH BASIN, F7 EACH 1 $1,974.33 $1,974.33 .. ". '"`.' "' '' 1.00 $1,974.33 _4) ' 49._�. _.- . -_ _ _ . ..,'FACE{, MANtitSLE,:K'+ �._.. �.... �17 _`. - _ , . ,,,_ 540.72! °� 145;345:24 $8, $ _. 100 . MANHOLE;14. _ EACH 20:.. : 1_ $5,140,48.... $102;809.60 ; -.(6.00} _ E. _ y:'. 14.60:. .: $7,1:966;7.:_ 101 CATCH BASIN, M10 EACH 41 $2,617.76 $107,328.16 41.00 $107,328.16 .302'-- DE,TCN'TiON�OUTFALI'STRUCTIfRE O...... .... EACH . '..:.-.�5 .. .if. $8,6GG:1'2P:" $43;330:60 _'".S"'(1 W - I „fl1 4:00; • ", $`3h,;8'64r4$"'-'�_ 103 DETENTION OUTFALL STRUCTURE, E EACH 1 $9,077.18 $9,077.18 1.00 $9,077.18 104 CONSTRUCTION SIGN, C EACH 1 $297.00 $891.00 100 $891.00 Pq. 3 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #3 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT. Original Quantity UNIT PRICE Original Total Construction Construction New Total 'Change#1 Qtys. Change#20itys. Quantity New Total Dollar Amount 105 ROAD CLOSURE SIGN ASSEMBLY EACH 6 $507.00 $3,042.00 - 6.00 $3,042.00 105a TEMPORARY PAVEMENT MARKING, 41N LFT 6,000 $0.67 $4,020.00 6,000.00 $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 1CONSTRUCTION SIGN, A EACH 14 $249.00 1 $3,486.00 14.00 $3,486.00 108 CONSTRUCTION SIGN, B EACH 13 $104.00 $11352.00 _ 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 SIGNPOST, SQUARE TYPE l UNREINFORCED ANCHOR BASE LFT 425 $14.00 $5,950.00 425.00 $5,950.00 NW114= 51. N, SH. , ATH LEGEND, 0;68 IN. 5FT W8 -4A x$17.00 $3,iR8.00 X38?D0]IIIIIIIIII22.00 ,,,7R.(q 1.11 StGN�StIEET WITHjLEG£Np$0110p;IN_, WSF1'JN ITT x$14.00 W$2 ?0-0M � ZW72:00� W189'r00M n$3r59100� 116 CONDUIT, PVC, 2 IN. SCHEDULE 40 LFT 493 $8.00 $3,944.00 493.00 $3,944.00 117 CONDUIT, HDPE, 21N. SCHEDULE 80 LFT 162 $12.00 $1,944.00 162.00 $1,944.00 118 ORNAMENTAL LIGHT POLE, FOUNDATION, LUMINARIES EACH 6 $8,900.00 $53,400.00 6.00 $53,400.00 119 HANDHOLE, FOR INTERDUCT EACH 31 $975.00 $30,225.00 31.00 $30,225.00 120 PVCSCHEDULE404" LFT 9,502 $5.00 $47,510.00 - 91502.00 $47,510.00 121 PVC SCHEDULE 404"INTERDUCT LFT 9,502 $9.00 $85,518.00 9,502.00 $85,518.00 122 PVC SCHEDULE 8D4" LFT 205 $7.00 $1,435.00 205.00 $1,435.00 123 PVC SCHEDULE 80<"INTERDUCT LFT 205 $20.00 $4,100.00 205.00 $4,100.00 124 HANDHOLE LIGHTING EACH 4 $650.00 $2,600.00 4.00 $2,600.00 125 SERVICE POINT II MODIFIED EACH 1 $5,500.00 $5,500.00 1.00 $5,500.00 126 WIRE, NO.6 COPPER, IN PLASTIC DUCT, 41/C LFT 162 $8.00 $1,296.00 162.00 $1,296.00 127 WC E, 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 $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. IO 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 [, W-13S=y ?, LINEi,THERI;AOPLASTIC,SOLID„WHITE,41P-s"0 ---'�-'-s. M11 -TM [ 2:65__0 ,y4 SO;T3 $1,496?SQ 349,00 E92,39900 0ff$1 51.27 136 LINE, THERMOPLASTIC, DOTTED, WHITE, 81N. LFT 116 $3.1S $365.40 116.00 $365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE, WHITE, 361N. LFT 47 $12.20 $573.40 47.00 $573.40 38 INE,THERMOP.IASTIC�SOLrD�YCLIOWn41IN. M F,TZ NW275!OO =31724!661 2 139 • 7RflNSVERSET ARKING, ,TNERMOPi'-MO LINE, WHITE, 24 01. �� 147 $5.65 $661.05 1.00 118;00 $666.70 140 y kJEACJ, EW20= Wff$-1D-9.-06=W52T8j-4r0b ® 11ff3-4T0-0JM 141 ISNOWPLOWABLE RAISED PAVEMENT MARKER EACH 155 $25.00 $3,875.00 °.... .,. •• 155.00 $3,875.00 IM472,10111LINATRM OP,IASTIC, SULI[1, YELLOW,SiIN. CFii'� 21269 _ $T0� 4; -'.10 ®�SST00� 2,324;00. X54,415.60 143 UJ EJTHEP.f- 5Z�NUOWIOTNNM= IMOAM 1, 460 5T.&5UN W$1�,31100M 1IIIIIIII!j17TOD� NW47.7.001M IffS1,S<�5� 143a 20" DUCTILE IRON WATER MAIN LFT 1,520 $109.72 $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 143c 8" GATE VALVE EACH 1 $1,477.28 $1,477.28 1.00 $1,477.28 143d 20'•1(8" STAINLESS TAPPING SADDLE AND VALVE EACH 1 $8,354.44 $8,354.44 1.00-1 $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 1.00$6,260.48 1438 16" WATER MAIN LOWERING EACH 1 $10,776.14 $107.14 1.00 d 510,776.14 143h 20" WATER MAIN LOWERING EACH 6 $13,ILLIi $82,88768.56 6.00 $82,888.56 Pg.4of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #3 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quantity UNIT PRICE Original Total Construction Construction New Total Change#1Qtys. Change#2Qtys.. Quantity New Total Dollar Amount 1431 8" WATER MAIN CONNECTION EACH 2 $3,475.74 $6,951.48 "`' 2.00 $6,951.48 143j 20" WATER MAIN CONNECTION EACH 4 $4,486.76 $17,947.04 - - ' _ " + 4.00 $17,947.04 1431, 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 &ADIUSTTO GRADE EACH 17 $4,476.55 $76,101.35 17.00 $76,101.35 143p NEW HYDRANTASSEMBLY EACH 5 $6,016.55 $30,082.75 5.00 $30,082.75 143q REMOVE AND RETIRE HYDRANT EACH 3 $626.30 $1,878.90 3.00 $1,878.90 143r ADJUST VALVE TO GRADE EACH 18 $321.44 $5,785.92 18.00 $5,785.92 143s VALVE RETIREMENT EACH 3 $585.16 $1,755.48 3.00 $1,755.48 143t LINE STOPS 20" (UNDISTRIBUTED) I EACH 1 4 $17,268.55 . 69,074.20'4.00 $69,074.20'.00 _ $69,074.20 143u OZD Erdg6#!ON OUTFALL 5 RIJETURE, T -per Ch-g.EACH $8,332.94 $0.00 1.0 ® W143vvM SEP,TiCREP ACEN1ENT�per,Change:Order,#2ME-LSM�0� W$360 13 35M W$361103113M 143w OECORA IVE SOLAR FLASHER-pegCh-ge 0rder#3 EACH $7.806.66 $0.00 6.00 6.00 $46,839.96 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CYS 883 $35.00 $30,905.00 $883.00 $30,905.00 145 BORROW CYS 2,782 $0.01 $27.82 $2,782.00 $27.82 146 SEDIMENT, REMOVE CYS 10 $33.74 $337.40 `-" $10.00 $337.40 147 TEMPORARY INLET PROTECTION EACH 14 $65.00 $910.00 $14.00 $910.00 148 TEMPORARY SILT FENCE 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 II SYS 59 $24.80 $1,463.20 _ $59.00 $1,463.20 151 SUBGRADE TREATMENT, TYPE III SYS 1,597 $1.83 $2,922.51 $1,597.00 $2,922.51 152 SUBGRADE TREATMENT, TYPE IB SYS 4,596 $6.73 $30,931.08 $4,596.00 $30,931.08 153 STRUCTURE BACKFILL, TYPE 1 CYS 177 $25.66 $4,54L82 _ $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, TYPES CYS 36 $73.45 $2,644.20 $36.00 $2,644.20 156 COMPACTED AGGREGATE NO. 53 BASE TON 295 $32.87 $9,696.65 $295.00 4' $9,696.65 157 HMA SURFACE, TYPE C TON 292 $71.46 $20,866.32 ` $292.00 $20,866.32 158 HMA INTERMEDIATE, TYPE C TON 487 -$56.71 $27,617.77 $487.00 $27,617.77 158a HMA INTERMEDIATE, OG, TYPE C TON 641 $54.13 $34,697.33 $641.00 $34,697.33 159 HMA BASE, TYPE C TON 1,207 $51.90 $62,643.30 $1,207.00 $62,643.30 160 ASPHALT 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, 481N. LFT 58 $120.00 $6,960.00 $58.00 $6,960.00 166 CURB AND GUTTER, CONCRETE, TYPE II LFT 1,830 $19.05 $34,861.50 $1,830.00 $34,861.50 167 CURB AND GUTTER, TURNOUT CONCRETEfSEEDINGEACH 6 $469.97 $2,819.82 $6.00 $2,619.82 168 CONCRETE ROLL CURB & GUTTER 262 $48.66 $12,748.92 _ $262.00 $12,748.92 169 PCCP FOR APPROACHES, 61N. 59 $60.95 $3,596.05 $59.00 $3,596.05 170 MAILBOX ASSEMBLY, TRIPLE 1 $225.00 $225.00 $1.00 $225.00 171 GEOTE)MLES 1,140 $0.99 $1,128.60 $1,140.00 $1,128.60 172 RIPRAP, CLASS 1 1,070 $46.35 $49,594.50 $1,070.00 $49,594.50 173 RIPRAP, REVETMENT 260 $23.16 $6,021.60 $260.00 $6,02L60 174 RIPRAP, UNIFORM (HAND LAID) 4 $95.96 $383.84 $4.00 $383.84 175 MOBILIZATION AND DEMOBILIZATION FOR 2 $50.00 $100.00 - $2.00 $100.00 176 EROSION CONTROL BLANKET 1,375 $1.17 $1,608.75 $1,375.00 $1,608.75 177 WATER 1 25 1 $1.00 $25.00 $25.00 $25.00 Pq. 5 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #3 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quantity UNIT PRICE Original Total Construction - Constnlction New Total Change #1 Qtys: Change #2 Qrys. Quantity New Total Dollar Amount 178 TOPSOIL CY5 1,169 $45.64 $53,353.16 $1,169.00 $53,353.16 179 SODDING, NURSERY SYS 3,540 $3.25 $11505.00 $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 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 1201N. CONNECTION EACH 2 $6,202.22 $12,404.44 $2.00 $12,406.44 185 REMOVE, REPLACE AND RELOCATE FIRE HYDRANT EACH 1 $5,261.37 $5,261.37 _ $1.00 $5,261.37 186 ADJUSTVALVE BOK TO GRADE EACH 3 $468.43 $1,405.29 $3.00 $1,405.29 187 PIPE, TYPE 4, CIRCULAR, 6 IN. 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, 12 IN. LFT 642 $42.68 $27,400.56 $642.00 $27,400.56 190 PIPE,TYPE 2, CIRCULAR, 151N. LFT 15 $235.30 $3,529.50 $15.00 $3,529.50 191 VIDEO INSPECTION FOR PIPE LFT 655 $2.39 $1,565.45 _ $655.00 $1,565.45 192 IPIPE END SECTION, DIAMETER 12 IN. 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 GEOTEIOILES FOR UNDERDRAIN SYS 1,076 $2.40 $2582.40 $1,076.00 $2,582.40 196 YARD LIGHTS, ADJUSTTO GRADE EACH 7 .00 $250.00$2,750.00 $7.00 $1,750.00 197 CASTING, ADJUSTTO GRADE EACH 6 $866.87 $5,201.22 $6.00 $5,201.22 198 INLET, E7 EACH 1 $1,881.90 $11881.90 $1.00 $1,881.9D 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 $1.00 $1,314.06 201 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 (MIN 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 CONSTRUCFION SIGN, A EACH 17 $244.00 $4,148.00 $17.00 $4,148.00 206 CONSTRUCTION SIGN, B EACH 2 $105.00 $210.00 $2.00 $210.00 207 BARRICADE, III -B LFT 50 $30.00 $1500.00 $50.00 $1,500.00 208 SIGN POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE LFT 81 $14.00 $1,134.00 :' . '` '.: $81.00 $1,134.00 209 SIGN GROUND MOUNTED RESET EACH 8 $20.00 $160.00 $8.00 $160.00 210 LINE, THERMOPLASTIC, SOLID, WHITE, 41N. LFT 209 $0.73 $152.57 .. $209.00 $15257 211 LINE, THERMOPLASTIC, SOLID, YELLOW, 41N. LFT 2,073 $0.73 $1,513.29 $2,073.00 $1,513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 15 $5.65 $84.75 $15.00 $84.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WH ITE, 6 IN. LFT 103 $1.40 $144.20 $103.00 $144.20 214 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 1 $109.00 $109.00 $1.00 $109.00 215 PAVEMENT- MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $147.00 $147.00 $1.00 $147.00 - = Adjusted Quantities (as of this Change Order) = New Items ORIGINALTOTAL= $8,592,091.16 N W TOTAL= $Ht751,597.56 City of Carmel Project 16 -ENG -52 Spring Mill Road Reconstruction CHANGE ORDER #3 Construction Change #1 and Construction #2 Qua ntity. Adjustments Contract Price prior to this Change Order $8,627,789.33 Contract Price will be increased by this Change. Order $123,808.23 New Contract Price including this Change Order $8,751,597.56 Amount Adjusted Contract Price Cumulative%Change from Original Contract Original Contract $8,592,091.16 $8,592,091.16 N/A C01, (333.18) $8,591,757.98 -0.004% CO2 $36,031.35 $8,627,789.33 0:42% CO3 $123,808.23 $8,751,591.56 1.86%