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HomeMy WebLinkAboutCalumet Civil/CO4/Towne Road/increase 70,559.49 CITY OF CARMEL TO: Lisa Scott CONTRACT CHANGE ORDER NO.: 4 Engineering Administration DATE: January 4.20I2 City of Carmel Indiana PROJECT NAME: Towne Road 06-12 One Civic Square CITY REQ. NO.: Carmel. IN 46032 CI'l'Y PO NC).: CITY PO DATE: I. You are directed to make the following changes in this Contract: The following items arc to be added to this contract: Item 0143 -Administrative Costs- Balancing Change Order is being added to the project. This item will account for underrun and overrun quantities and adjust the contract accordingly. This item will not be paid. SCI IEDULED ADJUSTMENT AMOUNT CO OR ( -)DAYS II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: NA W.D.C.NO.:NA Other: NA The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order S 1,774,748.17 Contract Price will be increased by this Change Order S 70,559.49 New Contract Price including this Change Order S 1,845,307.66 Contract Time prior to this Change Order NA Days NA Completion Date Net increased/decreased resulting from this Change Order 0 Days Current Contract Time including this Change Order NA Days NA Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Approved Recommended Accepted American Structuripoinn. Inc. Calumet Civil Contractors. Inc. _ (` , P&Q)a-Orj ENGINEER CONTRAcroR James BrainaMayor 7260 Shadeland Station 4898 Fieldstone Drive Addrt : Adage,, li. ' •1 Mel. r . .itv 'tgine r lndianapolis,.IN46256 ------...__--- Wllitestown, IN 46075_. ('iT IState7,ip t;i7.:Stauc'7.ip f'vl'r A tt urk ember 7 :4)- fay: tkaBy: fr/e.,,e-.---(2 Lc.ri 1V { n. Member ATT 'T: Phone: III- ZS 1 A 3 Phone:3/? -7(e9-/ice iana Cordray. 'erk-Treasurer Date: 1 03 2D1 L Date: i-3-/ 2 Date: i Change Order#4 Item No. Description Unit Cost Quantity Unit Total Cost Deducts Addition 0143 Balancing Existing Pay Items $ 70,559.49 1 LS $ 70,559.49 d Total Deductions:$0.00 Total Additions:$70,559.49 Net Total:$70,559.49 Towne Rood:138th Street end 141st street Roundabout.-Final Costs Carmel Job Number:011-12 January 3,2012 Revised QuenlltY Revised Quantity IC4142 on Fins(Quantity ^-.,.. .-,• Adjusted Coe' dfu.ted Cost Chang.Order 04- Item 0 Description Original Quantity CO01 CO 02 7/24/2009 Attachment 01 Attachment 02 Att.chm.n103 Adjustments Change 04 Final Quantity Unit Unit Price Original Cost ever C001 after C002 a Cost Final Cost 000/ Construction Engineering 10 10 1.0 1.00 0m 003 000 000 •-"0,m «'- 100 Le 15,00000 15,000.00 15,Ooom• 1S,Om.m a - 15,00000 0002 Field Olnce,e 90 90 0.0 000 000 000 000 000 0. 000 MO8 1,38712 12,484013 12,48408_ 0003 Mob4catan and Demobilization 10 1.0 1.0 1,00 0.130 000 000 0,00 0,00-: 1m LS 21,71317 21,713.47 21.71347 21,71347 $ 0 ,-F•' 21,71347 0004 Clearing Right of Way t0 1.0 10 100 _ 0m 0m 0m Om "a 0.m' 1m L6 15,0m.m m m m 15, 000 15,O _ 150mm 6-• 15000m 0005 Excavation,Common 16800 22570 2257.0 224307 4704 42869 0,00 488 468.46 2723.48 CYS 5500 91,30000 124,13500 124,135,00 1'='25,68039 149,790.30 0008 Borrow 13026,0 140580 140590 1333300 45846 580OD 000 205,00 .•048148•0 c 14554.46 CYS 7.41 102,450.10 104,243.88 104,24388 9'..'.3,804.67 1078413.55 0007 Temporary Curb Inlet Protection 3.0 30 21.0 - 21,m _ 0m Om 000 0m .x_ro0,00�-''-'.. 21CO EACH 4500 135.03 135.00 945m 0" ' - 94500 0,708 Temporary Chock Dam,RevementRap 40 0.0 00 0.0 0.00 0,00 000 0.00 0m '''0.00^'- 000 TON $. Omit Temporary Ditchinlel Protection 50 50 50 5,00 _ 000 1.00 000 0.00 '-7m•-- 8m m m EACH B000 30000 3 _ 3m,Op f 60,00 36000 0010 Temporary Sig Fence 8265.0 89550 53930 5392,50 _ 0.00 0.00 000 000 - -0.60-"' 5392.50 LFT 1.05 5,578.25 7,20825 5,68265 ,4•- '(093) 5,652,13 0011 Temporary Hoee.hoe Dam 0'0 00 00 000 0m 0m 000 000 ' -•-000 • 003 EACH 6 0012 CUNed Pine Protection 2.0 2,0 00 0.00 000 000 0m 000 '*'O,m' '- 003 EACH 12500 25000 25000 - 0 - 0013 Structure Backlit' _ 1099.0 11950 11950 95701 0.00 000 000 0,00 •237.99 BS701 CVS 1834 20,155.88 21,010.30 21,91630 6', (4,104741 17551,58 0014 Chemical Modi(.tAn,Soia 15353,0 150790 141280 1412624 000 27830 000 000 2770.�04' 1440454 879 4,09 62,70377 65,35111 57,77534 6• 1,182,23 59914,57 0015 Compacted Aggrega1e,053,Base 2250 2250 2250 1741.96 0m 174.50 0m 161.69 •-107123. 209823 TON' 4016 0,04050 9,040.50 0,04050 6. 70,26038 84,30680 0018 Widening with H MA,TrotC 09,0 500 890 8883 000 0,00 000 000 017 w- 8863 TON 79,80 3,99000 3 980 CO 7.10220 6' -•(13.5Z7 7,055.63 0017 Mining Ae5h.lt,1-1,2" 1493,0 31560 54120 541205 000 0,00 0m Om -._p,06 5412.05 8V6' 223 3,32930 7,037,80 12,080,70 '0.11 12,068 Bi 0018 HMA Surface,Type A 0,0 00 0,0 003 0,00 0,00 000 000 -'Or• 003 TON ' 0012 HMA 6urface,Type C, 1005,0 11350 11350 1188,57 0m 000 0.000m •T•5107-e..�-. 118657 TON 62.59 90436,05 03,73905 03,749.65 �'4,209,17 97,99882 0020 HMA intermediate,Type A 00 0,0 0.0 000 000 000 000 TON 0021 HMA Intermediate,Type 18160 10800 18800 172387 0.00 372 000 51.18 ^-77a0^«+ 177877 TON 5385 85,937.75 00,406.00 00460.00 • 5,31870 05.78876 0022 HMA 6ate,Type 42500 48300 46300 407595 000 0m 0004Q 000 .--•.4505•ac(' 467595 'TON 50.31 213,017,50 232.035.30 232,93030 `„ •2,311.74 235,247,04 0023 HMAIor Temporary Pavement 10140 16350 1835,0 105591 000 313 D00 0CC •"534040+':^ 1913904 TON 60.27 97,275.78 96,54145 98,541.45 -6--•201 118,67404 0024 HMA.T0pe C,Intermediate.OG,190mm 1660.0 1930.0 18300 182280 000 0m 0. 0.00 _tart,40720='-- 1622.80 TON 02.77 118,12450 121,146.10 121,14510 "(1>S262A41) 101,88316 0025 Asphse for T.ck Coat 10.0 21,0 210 1159 0m 000 0 0m -•9l1='r' 11.SD TON 15000 2,400m 3,150,00 3,150.00 •-(1.411.00J 173850 0028 DeeoretNe Concrete for Truck Apron _ 2950 2960 2760 27600 000 000 0,m 000 .. 0,CC',''* 27600 SYS 125.87 37,198.32 37,106.32 3460492 34,884.92 0027 Curb Ramp,Concrete,C 00 00 00 000 000 0m 0.00 0,m La+•r000....=' 000 SYS _ 0028 Curb Romp,Concrete,G 00 00 00 000 0m 000 0.00 OOp •-' 0,09+•• 000 SYS •- 0029 Curb Ramo,Concrete,L 1700 1760 1760 11045 3059 0m 000 0m - - - , • 0030 8gew41k Concrete,4 Inch '•34AB'- 14104000SYS 11181 24,85858 24,p5850 24,a58,56 =`«t4,957,687 20,000,88 00 66 00 6m 000 000 Om 000 O10 - 0m sFT 0031 Curb,Modlnee,St 0000 6900 5800 52120 000 000 0,00 Om ^-0,10 881.10 LFT 2018 13,14520 13,14920 13,12292 6 7A4 13,17194 003 Curb,ndname,Straight 5000 6900 SB9D 59120 0m Om 0,m Om - nee 58,880154 13.145.70 7312292 W,0 56/1305 -'$20':�•'- 591.20 LET 0033 Curb end OutM,TYo.11 30050 4528 32110 32240 322200 0m 000 0.00 0.00 tkoo..:._+ 4402 3224.0 LFT 13 7 42,95580 45,401.40 6a 7144 ��-- ..,T.O' 487421)2 C035 Curb end Ougp,TYe,T9 7W50 ]00 32240 3224.00.00m 000 000 000 41a40 3224.m LOT 1388 42,95E 6p 45,40146 4,�IB,12�'•-•' -' 4,7aB,12 0035 HMAior A9IXaaches,7YwS 00 OD 0.0 O.m , O.m Om O,m O,m at�Q,OO L,a' O.m TON 0030 PCCP lor Approaches,O Inch 1740 1740 174.0 8470 000 000 000 000 '.-80,30'"., 84.70 9Y8 8956 12,103,44 12,103,44 12.1m,N (6271,71) 5,89173 Om7 Mailbox Assembly,Single 2.0 2,0 2.0 000 0m 200 0m 000 --0 0,00 200 EACH 99m 19800 108.00 1BB,m ,,.+-' 19800 0038 Oeolexllise 17.0 360 380 14824 0m 000 0m 0m oar 110.44-•.s 148.24 008 1.16 19,72 41.78 4175 6:'a 177,6t 16964 C039 Dior.,Revelment 170 380 380 49.35 0m 000 0,03 000 "13.30',.. 4935 'TON 64,68 1.099,22 2327.7a 2,327.76 '6- i 603.27 3,19097 0040 Mobilization eras 0enobllbation for 8ee009 2 0 20 2.0 2,00 000 0 m 0 m O m =.-.•.O.m-. ins EACH 5000 100.00 100 003 1m m 90,,'r.'=+ 100,00 0041 Mulched Seeding,T,Conventional Mix 30300 7627.0 73730 7372CO 000 0m 000 0m -'.1.1.00'c•0" 7372CO SYS 027 819.72 2,05229 1,p90,J1 (02T! 1,00044 0042 Muiched5eedog,U 60720 152530 - 170190 1704089 000 0m - 000 0,m •-0,31^:a 1704869 578 1,98' 12,022.58 30,2004 33,767.02 .(0,01) 33,756,41 0043 Water 130 13.0 13,0 0,03 000 000 000 000 •vO-13.00,'-. 003 kOAL 3.15 4095 4095 40.95 [40 ) 0044 Topsoil 15810 1128,0 11280 85350 .. "14, (853,50) 105,m 033 (70 m) •73050"'••• 88850 CYS 1853 20,295.03 2090164 20,901,64 } (4,/37.10) 16,48391 0045 5od05n0,Nursery 32250 33820 - 3382,0 287790 0m 000 0m 000 ae:.gp4}/9�10_'r 257790 SYS 4IP 13,51275 14.17058 14,17055 8:-„R,112.10) 12,05840 0046 Field Drilled Hole InConcrete 0.0 00 00 000 0m 000 000 000 ^r'o6 8', 0m EACH - - y. _ 0047 Cults,Preuet Box,5 FT x 2 FT 00 0,0 00 Om Om Om Om Om --..4+000'- Om LFT - 0048 Pipe,Type 4,Circular,8 Inch 21400 22400 22400 1884m 000 000 000 Om +'Jy6m• 7884,m LFT 325 6,97450 7,28000 7,2130.00 j' (1167.00) 6,123,00 0049 Pipe End Section,12 Inch 3.0 30 30 3m 0m 4,00 0.00 0.00 "0 4,m•=" 7.00 EACH 45034_ 1,37802 1 376 02 1.37502 6a=•1,637.38 3,215.38 0050 Pipe End Section,15 inch 1,0 1,0 30 303 0m (200) 000 000 ..7.m--• 1m EACH 503,98 563,96 58390 1091,88 T (1,127.92) 58396 0051 Pipe Eno Section,18 Inch 1.0 3,0 30 3m 0m 0.00 0m 000 0m i.,'- 300 EACH 50442 604,42 101328 1,81320 1,81326 0052 Pipe E.Section,24 Mob , 20 20 2.0 200 000 0m 0m 0.0Q •'PWt'•= 2m EACH 64491 1,289.82 1,25083 1,2B9 B2 ` '_'s0.0 1,28982 0053 74.,Reinforced Concrete,12 Inch 1088.0 1137,0 1137.0 121150 000 4500 009 000 •-- 179,50'•.• 1256.50 LFT 30.77 3347770 34.98549 34985,40 6.. 3.077.02 38,662.51 0054 Pipe,Reinforced Concrete,15 Inch 1100 502.0 5020 49075 000 (32.00) 0.00 000 "<'.432"'. 15875 LET 2422 10,075.52 12,158.44 12,15844 j 11047.021 11,11093 0055 Pipe,Reinforced Concrete,l8lnon 2320 3380 - 3380 23300 10250 0.000.00 000 .v•.2,50 o.. 335,50 LET 2934 800688 9,01692 9,91092 6•--'.-(73.35) 9,843.57 0056 Pipe,Reinforced Concrete,24 inch 1300 1300 1300 13150 000 000 003 000 ---'',1.50'.a-": 13150 LFT 31.35 4,07550 4,07550 4075,53 6a,:.0:47.03 4,122.53 0057 Agpegale for Underdreins 1890 2080 Ma 149.00 050 000 000 0,00 -—=57,004 a.. 14908 070 39.75 7512.75 8,18850 8,18850 (2,180.753, 5,92275 0058 Ge01eo1/8elor Underdetrw 23280 25160 25180 1507.00 000 000 0,00 000 ^.«-100800 150700 SYS 180 4,188.80 4,528,80 4,528,80 5 "(1,81020) 2,712,60 0059 Casting,Adiuse to GMe 30 30 30 2,00 0m 5.58 0,00 000 or'4,55u•.: 7,58 EACH 48089 1,313207 1,313207 1,38207 } 2700.98 3.49203 0060 Coating,4.Furnish and ACiura to grade 10 1,0 1 0 1 m 0 00 0 834 0 m 0 m u.0.89•`o•'- 7.83 FACH 490.24 499,24 469 24 499,24 6-r,•a.416,37 915 61 0081 Inlet.J10 40 6.0 00 800 Om 000 0,00 000 -' '-0.00•-r-'- 600 EACH 1,37889 5,514.78 8,27214 8272.14 }' 8,27214 52 00 inlet,M10 50 7.0 7.0 8m 0.000m 0.00 0m ;4.7.00..s.,,,- Bm EACH 1,378.25 8,891.25 9,647.75 0,847.75 S,<o'1,37825 11,02800 0003 Catch 800n,E7 - 1,0 10 10 1.000 000 0672 000 0,00 '0-0,87,-.x. 187 EACH 1,705,93 1,78593 1,76593 1,78693 j-v«"1,20014 1,08607 0064 Catch Oesln.410 80 100 100 1000 0.00 0m 000 0m •• •ID00.••� 1000 EACH 2,040,22 18,321.75 20,402,70' 20,A0220 20402,20 0083 M•rhoi.,C4 12.0 12.0 120 1200 000 000 000 4.03 `'A90v - 1200 EACH 1.75081 21,01008 21010,08 21,01008 -^sr.• r 1101008 Meeanhoi.,C7 00 00 0,0 0,00 000 0.00 0.000.00 •'�0,00 ": 0m EACH 0067 pad Claws akin An4mblt 12,0 120 100 1800 0m 003 000 0,00 .=0m0.,^' 18.00 EACH 495,00 5,94000 5,94004 8,910m 8,91000 0060 Tomo FyneM.rMn 0.00ga,Removable,4 Inch 00 00 00 0 000 000 0. Om O.OP^•'•'� Om LFT • 0009 Temp PvMenaget Menage Mariano,Removable,Lane 00 00 0O 000 0m 000 000 000 •-.000+'•,• 003 EACH, - - ..c:,,.. • C070 Detour Route Marker Aasemele 37.0 37.0 47.0 47,m 0.00 4 000 00 0 00 "'4 00-^"^ 51 00 EACH 120,00 4,44000 4,40 m 5,040 m 'j`-•+4Bbm 8,120 00 C071 Construction Sign,A 12,0 17.0 32.0 3200 000 000 000 000 O'•a0.m0,• 32,00 EACH 19500 2,34000 3,31503 6,24o,my- • 0,24000 m72 Fleshing Arrow Sign 0,0 0,0 00 0m 000 000 0,00 000 'La,.0.00,+- 000 DAY C073 Msinl.Inin0Tello 10 10 1.0 095 005 0m 0m 0.00 . 's0.m-'^x 100 ' LS 8,00923 8,09923 e,O90,x3 0.p9B 23 •6_+.,, •' 8,09923 0074 Barricade,Ill-B 180.0 1800 3700 376,m 000 000 000 0m ''4.00•v-._ 378,m LET 1325 238500 2,380m 4,982,m 4,982,m 0075 Sion Pop,Square,1,Reinforced Anchor Base 4610 539,0 5390 43100 000 0.00 000 0.00 =+-108m,3 431CO LFT 135D 1,22350 7,270.50 7_27850 J`+. 11456,4p) 4181850 0076 Sign,Sheet,0 080 Inch Thickness 1050 2040 2040 197.00 0.m 000 000 0,m •^..7.m-'� 197CO BET 1700 J315.00 3408,00 3 O.m, *+-'(1199..00L 3,349DO 0077 Sign,Sheet,0 ins Inch Thickness 1230 1320 1320 132.00 003 0,00 0,00 000 - 0.03--^• 13200 SET 16,00 2,214,03 2,37a00 237600 rjc.'_,._ao..rc, 2.376co 0070 Irrigation Conduit,PVC,41ncn 12400 12400 1295.0 129500 000 0m 000 000 - 0,00".."' 1295,00 LFT 9.00 11,180,03 11,159.00 11,057m 11,65500 0070 Oecorpwa Street LiEh0n11.Instpbd 80 80 80 800 000 0,00 000 0.03 -"000. 600 EACH- 850000 .98000,00 08.000.130 a6,000m ' -r-• 60_00000 0000 LI4M Pole 0hldbuton Panel 20 20 2,0 2.00 000 000 0,m 000 , :-0, C0B1 Hendnoie,Metall 00'-'c_ 2.00 EACH 7,04gm 15,Om.m 1600040 18000,m -+- + •" 15,000m 00 00 00 000 0m 000 000 000 0m--- 0,00 EACH - • - - 00e2 Cable lmeraum op 40 op cant cacao cant 0.00 000 - m-• ,� O •-e 000 LETLFr • - - -�«-" - 0083 Decorative Street Sign AuemblY,rnppbd 40 40 80 600 000 0.00 000 000 ad,QM'. 6m EACH 1,70000 6,800.00 0,000m 13.6m�m . ..- 13.600,00 0084 Ha,Mhole,LloMing 20 20 20 0.00 0,00 000 0.00 0m '-2.m:.r 003 EACH 85000 1.700,00 6 1.703.00 1 700 00 ' -4'(7.700,01 0085 Wire,e4000per In Rack Duet,In Ttench 14060 14060 1721,0 '721.00 0m 0m 000 0,00 0, 1]27.pp LET 15,m 21,720.03 21,12000 28618,00• •'. 0••• -, 25,815,00 0008 Tran.veree Merbnes,Themes,Crosswalk,8lnch 0,0 00 00 000 0,03 0m 0m Om `0.ppqq 0m - d0;n.,_ L • + 0087 Line,Thermo,Broken,White,4 Inch 2040 504.0 504,0 11000 000 000 0 00 0m z-.394A0,.•e- 11000 LET 0.32 85,28 101.28 .2e +!! (77806) 3520 0008 Line,Therm0.Sob,WT8e,4 inch 14730 43000 43000 7022,30 0,00 000 0.00cant T^332230+' 762230 LET 032 471,30 1.37600 1,378378,m •j'-.1,05314 2,43014 0089 Line,Paint,Sidle,White,4 Inch 2062.0 2862,0 28670 21306.03 000 0,00 000 0,00 10v,, 268690 LETwall 0,25 715,50 7155wall 4.-'+.':10.02) 868,73 m O0 Line,Pahl Solid,Yellow,l Inch 2763.0 27830 1803.0 165300 0,00 0m 0.00 0m • 't•080•+" 1883m LFT 025 09075 600,75 41575 6TM•- 415,75 0301 Una,Thermo,8olp,While,6 Inch 405,0 543,0 5430 0.00 - 000 Om 000 000 Laa,-64300-v, 000 LET 1,08 824,70 575.58 575,5a 0 at.+.(575-581 0002 Una.Thermo,sag,Yellow,4 inch 53350 81140 81140 7978.40 2800 0.00 000 0 m .'+-1W eo -= BODY 40 LFT 032 1,707,20 1,50398 2 588,48 '6 -.-(95.07L 2581.91 0093 Transverse Markings,Thermo,Stop Line,211nch 0 0 00 0 0 O,m 0 00 0.00 0,03 0 m •O.W.,--.;• 0 m LET - - 0094 PMM,Thermo,UMMae 00 00 00 000 000 OOD 000 000 ."0.-17, 000 EACH . - - y . • 0095 PMM,Th.rmo,Way(ONLY) 00 00 00 000 000 000 OOp 0.00 " +d. - OOp EACH - • - I' - - • 0098 Snowpkh,b8R.le.d P.Vement Marken 17.0 17.0' 170 0,00 0,00 000 000 000 •' 0,00 [AGM 74,00 1,25800 1,25800 1,259 CO 9' •(1,256G0) C097 Line,Th.rmo,Bold,Yolk.,81n07 908,0 0430 9430 1010,70 000 000 000 000 •.0613,70 - 1816.70 LFT 141 12110,28 1,32903 1,32963 i 94992 2.279,55- 0098 Line,Thermo.Woken,Whk.,6FT3INShy. 00 0,0 00 000 000 000 000 000 4 =000'. 000 LFT _ •y 0099 Line,Themes,Broken,Whk.,12 FT 31N Stdpe 381 0 3600 380,0 205,50 000 000 000 000 -- -15430 - 205 50 LFT 9 34 3,558 54 3382 40 3,352.40 i• (1.443 031, t,919,37 0100 Tmn.o .e Moddnge,Termo,Cma.wa&k,241nch 640.0 0400 8400 815,20 000 000 000 000 -t 17530> '• 81530 LFT 425 2.72000 2,72000 2,72000,1-,-''765,03.3 3,46503 0101 PMM,Th.rmo,Flehho0k LanelndkatIon Arrow 60 80 80 000 0,00 000 00D 0.00 + 0.00',-. 800 EACH 34500 2,78000 2,26003- 2,76000 1• - 2.78000 0102 Tr.never.e Marldope Theme,Sharks Teeth' 1000.0 10000 10000 25960 000 000 000 0.00 c-740.40•_ 25980 LFT 6.25 6,25000 8,250.00 (1,255000 'y'-'14,627.50k, 1,82250 0103 Shrub.,24 Inch 00 00 00 000 000 000 000 0.00 0104 Deciduous Tn.e,1.162 Inch 00 0.0 00 000 000 0,00 000 000 '-'0.00""o- 000 EACH y. •- - . 0105 Deciduous Tree,2.12 loch 0.0 00 00 0.00 0,00 000 0,00 0,00 •a.0,00 tor 000 EACH y 0106 Deciduous Tree.2 Inch 00 0,0 00 000 000 000 000 000 "T000• t 000 EACH 9. . 0107 Perenwls 00 00 00 OCO 000 000 000 000 '000-'. . •000 EACH 0108 Grwrgcayr 00 0,0 00 OCO 000 000 000 000 0,00 . 000 EACH $ :-... 3 0109 Fire Hydrant,Rebate 5,0 50 50 300 000 000 000 000 •• -.2.W i 303 EACH 2,54090 12,704,50 12,70450 12,70450 ' - 8,0.8"110) 7,822.70 0110 Valid Box,Adlu.t to Grade 180 160 180 8.00 000 400 000 000 �•�•400'+. 1200 EACH 36675 6,188 CO 6 188 00 6,16800 {y 1p7.00) 1 4,641,W 0111 Fire HWrent,Adjust to Credo 7,0 7.0 7.0 1,00 000 000 000 000 -.8.00 .t 1CO EACH 2,037.89 14,26523 14,28523 14,28523 $ (2,727�,34})3 2,037.89 0112 Curb 1360,04(AA to Grade 30 30 30 100 000 000 000 000 400 - 100 EACH 480,69 1,382,07 1,38207 1,38207 6 (051,28(3, 46069 0113 Manhole,J4 00 00 00 000 000 000 000 0,00 - 0,09 - 000 EACH - - • 0114 PNe,Reinforced Concrete,361nch 0.0 00 _ 00 0,00 0.00 000 000 000 e -0,00. . 000 LFT 9'.• 0115 Inlet,React. 4.9 2.0 _ 2.0 1.38 000 000 000 000 - 1.Qp0o. , 100 EACH 695.27 2,781.08 1,39054 1,30054..--1 (698„4'7) 88527 0116 Line,Remove 00 00 00 0,00 000 000 _ 000 000 -''.0,D9"• 000 LIT - - 0117 Tr.nayme Markup,Remo. 00 00 00 0.09 000 000 000 000 0.50 000 EACH - - - - y 0116 Condon,Steel,Gekantmd,2 tnch 6900 890.0 8590 65900 000 000 0,00 000 -' "Qp00 '• 659.I)D LFT 1500 13,350,00 13,35000 9,665.00 9 --- , - 9,88800 0110 T.mo0.en Sediment Trap 00 00 D.0 00 - 00 00 5796 000 .•1,600' 5796 TON 38.58 2,238.10 0120 92 600repate 0.0 00 00 0,0 00 00 46918 000 =0.00•'•" 48918 TON 22,80 .. 10,60347 0121 Structure M0di0catan 00 00 00 0.0 00 00 1.00 000 - 0.00•'.•' t110 LS 74381 {{ - - 743.81 0122 Geood 00 00 0,0 00 0.0 0.0 99.70 000 .,•0.a0'•- 9070 SYS 7.90 )•. - 78763 0123 Asphlt Work-utdl.,Poles 00 00 00 0.0 00 00 100 0.00 +-0,00" 100 L8 63986 �y 63988 0124 Eroson Control BWnkel 0.0 0.0 0,0 00 00 0.0 249,80 0,03 -•-•-.0,00- -, 249,80 SYS 1,48 8•- 38970 0125 Gradmq SEOu.dr.nl-141.I.,O Town.Rood 00 00 00 00 00 00 103 000 - .-090'- - 100 LB 2,268,48 .y _ 2,288,46 0126 MAI-use•Path-14/N.nd Tame Bowl 0.0 00 0.0 00 00 00 100 000 000'=• 100 L8 5,157.51 1- 8157.51 0127 Iryetyn Repair.-13@01 SAAd 0,0 00 00 0.0 00 00 1.00 000 0.W' 107 LB 209.00 i- 20000 0128 Flat Gas.Lott FMMes 00 0.0 0,0 00 00 0.0 1.00 000 r 000" - 1.00 L8 14,47080 ... 14,47080 0129 Underdroin Repaint-138th Street 00 0,0 0,0 00 00 00 100 003 D,OO 1DO L6 196,08 . - 198.08 0130 Cod Weather 0en.l5Te.tlnq 0.0 0.0 0,0 00 00 00 100 000 ' 0.00 • 1,00 L8 1,38970 i"'. " .• 1,36978 0131 Temp Curb Ramp Prop-13681 Street 00 00 00 00 00 00 1.00 000 • . 000 1,00 LB 494,37 B •- 494.37 _ 0132 Curb Ramp Prep-138th Street 00 0.0 00 00 00 0.0 100 000 0Qp'. 100 LB 552.51 —$ 662.51 0133 MNtwse Path•138N and Towne Road 0,0 00 0,0 0,0 00 00 100 000 • -003- •4 1.00 L8 11,863.39 9' .n'—' .. 11,863.39 0134 Additional MOT end Fbppin0-13861 Street 00 00 00 0,0 00 00 100 000 ' +•-O,OR ' 100 LB 1,718,93 •. $_ 1,718.93 0135 Water Serwce Lute ACWYment.-13661 Street 0,0 00 00 00 00 0,0 100 000 0,00•". 100 LB 1,224.28 1 1,22428 0136 08chon NEOu.auo-1418Skeet 00 00 00 00 00 00 100 000 000' 100 L8 T23,04 723,04 0137 Addnynsl Moblanteal to Perot'Corkn:6-13Qt1 0,0 00 0,0 0.0 00 0.0 100 0.03 .' 0,00• •• 1,00 LB 1,32000 i 1,320.00 0138 Slag Labor Wake 1rne...eet(90933) 00 0D 00 00 00 00 100 000 --0,00 100 LB 08500 �•- -.",$ DB500 0139 2009 Labor Wake lnrree.ee 0.0 00 00 00 00 00 1 00 000 •---0.00 - 1,03 L8 1,53088 .530 68- 0140 Top.pa work on NW 85W comers of 1361h Street(99967 00 00 00 00 00 00 000 100 r 0 74840 _ y - y 1 00 1 00 LS 2, } • ,$ 2,748,4o 0142 Toplunvorkdbuttwlot.ISMS)9) 0.0 00 00 0,0 00 00 000 1C0 O.00s - 100 LS 09731 5 y ax. 0142 Topsoil work etdrtkeMY(p998B) 00 00 00 00 00 00 000 100 0.00 � 1W L8 1,097.31 _y •- 3 f007.31 rent Contract(Orldnal P9Y heel.00001 to 90116): I I I 1 1$ 1,761,1e4.77 l ( rob(Confnet(04.In.l P9v(t.nn 80001ro90116.FIn9100.no.order 99110ro w1421: I I I I I$ 1,840.307,e6 11 1,588,21597 1 1 1,704,711,02 1 1 t 710,59528 13 1,774748.17 1 CO 91 1 115,49565 CO 92 1 5,883 86 C093 1 84,152 89 1 CAM-, I1 .A100401