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ITEM ORIGINAL CONTRACT TIIIS PERIOD TOTAL TO DATE N0. ITEM DESCRIPTION UNIT OtY. UNIT PRICE QTY. TOTAL PRICE QTY. TOTAL PRICE 30 2105.501 POND EXCAVATION RAMWATER GARDEN) C1' 22900 51AA2 0.00 SO.W (93.00__ 32.]93.05 3t 2106522 SELECT GRANULAR BORROW (CV) CY 5]00.00 .516.46 0.00 50.00 5,629.00 592.]65.92 32 2105525 TOPSOIL DORROW CV nC0.00 313.39 O.CO SO.CO ~ 296.00 3350'3.44 2105.60n GEOTEXTIIE frtBRIC uV 8000.W 3191 0.00_.._ 50.00 fl.]54.W1 Si8.630.t4 34 2123 Gt0 E%PIORATORY DIGGING HOUR 1000 3412.00 0.00 50.00_ S.W S2.O60.G0 55 2ffii.G02 CALCIUM CHLORIDE GAL___ 200000 5001 0.00 50.00 _ 000 5000 36 2211501 AGGREGATE 9ASE CLASS S. RCAD TON 9UC0 C0 3900 0.00 50.00 S.T26]G 551 ~138A 3] 2211.501 RECYCLED AGGREGATE BASE CIASSS TON 3i S.OD 5900 O.CO 50.00 O.CO 50.00 30 221160] CRUSHED ROCK GRANITE CY 500 SAS.W 0.00 _ 5000 0.00 30.00 39 2232.501 MILL BITUMINOUS PAVEM1IENT SY 25500 5600 200.00 31.200.00 265.00 51584.00 d0 2350.501 TYPE MVO VIFA_R_COURSE MIXTURE TON 650.00 560.00 51821 E31,W2.fip 6]909 _ 540.]45 AO 41 2350501 TYPE MV3 WEARING COURSE MIXTURE TON tA0.00 530.C0 000 50.00 19420 58.652W 52 2350.501 TYPE AM1VS WEAR COURSE MIXTURE (DRIVEWAq _ TON 00.00,_ Si 14.W ,._U.00 50.00 __,.,_5595__SG]20.30 a3 ?350501 TYPE MV3 NOV WEARING COURSE A11%TVI2F. (BINDER) TON 160.00 359.00 OOD SO_00 000 5000 44 2350.501 TYPE MV3 NON'NEARING COURSE MI%TURF (BASE TON 160.00 55200 000 50.00 1]042 3iC.054.%D 45 2350.SC2 TYPE lV3 N_O_N W_EAft LNG COURSEMI%TURF IBAS~_ „_TO_V _ 825.00 ,.__.,_55]00 000_.__ SO.CO i_., ]22,0],._ SA1.15~.~9 46 2411618 MSTAIL SALVAGED MODULAR SLOCY. RETAINING tNALI SF ]500 32060 000 50.W 10.00, 5206.00 4] _2501602 18"FLARED END SECTION Wl1'RASHGVAFD EACH 1.00 5988.80 000 50.00 1.00 5988.80 46 25025d1 A"PEKE PE PIPE DRAIN WISOCK Lf 2250.60 5259 0.00 $000_, 4,tA4W 510,691.52 49 2503.51.1 58"SPAN RC PIPE ~nRCH SEWER CL ILA LF 39400 _ Stt8.d5 000 SD.00 39000 Sd6,195.50 50 25035A1 t2' RC PIPE SEWER OES 3006, C.LV if 212.00 5?t G3 0.00 30.00 212.00 34585.56 51 ?503.541 15"RC PIPE SEWER DES 3006. CLV_ LF 28100 32266, OCD SG.00 281.00 56.36]46 52 2503.5n1 18"RC PIPE SEWER DES 3006 C1Iil _ lP 55900 £25.]5 0.00 50.00 660.00 S1M1.d20.OC 53 2503.541 21"RC PIPE SEWER OES 30W. CL 111 LF 492.00 S28.BA 0.00 50.00 A9300 514,218.12 54 2503.541 2d"RC PIPE SEWER O'c$3006, CL IfI lF 262.00 535.02 000 50.00 26000 59.10524 55 250_3.541 36"RC PIPE SEWER DES 3006. CL 111 Lf 41.00 55>.68 000 50.00 89.50 3A 8]396 5G 2503.502 CONNECT 70 EXISTING STORM SEWER EACH 400 5Y.5.90 0.00 _ 90.00 400 52.183.Wi 5) 2503.603 0"PVC PIPE SEWER Lf _ 800 5214.24 0.00 SO.CO 6.00 St.]i3.92 _58 _2503.603 6'PVC SERVICE PIPE. SCI] LO _.,____,.___LF 100.00___ St6.A8 0.00 5000 _.__000 5Q 001. 59 2503663 A"PVC SERVICE PIPE SCH AO LP 100.00 Sts dS_ OW 50.00 3300_ 550985 GO 2504.602 INSTALL HYDRANT AND VALVE. SPECIAL F:ACH 3.OG SA,120OD 000 50.00 O.CO 50.00 Gt_ 2504.602 6"GATE.VALVE AND BOX_._a,______,_ EnCH 3_00 ,__52.214.50 .0;00 _,__SOAO _ OCO,_SO.GO G2 250d 602 ADJUST VALVE 30X _ EACH_ 600 S3W.00 O,OD SOOD 9.00 52.%8100 63 2504602 nDJUST CURS STOP I EACH 9W 5231?5 OW 5000 ].00 __Si 622.25 6n 2504U02 OFFSET WATERMAM EACH 2.00 S2.9A500 0.00 SO.OJ )00 55.89160 6"> 2504.603 t"TYPE KCOPPER PIPE LF 25000 SIS.aS 0.00 _ SO.OC 3100 54]595 6G 25C4b0. 4^`NATEI2MAM MSULATION _SF 10000 SS.15 0.00 £000 _ 20.OC 5103.00 G] 2566_.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2d'R3G' EACH_ TGO 51.2154 0.00 SO.W _____?OD 58,50%.80 60 25W.502 CONST ORNNAGE STRUCTURE DESIGN 484020 EACH 9.00 51]16.95 000 50.00 200 Sta 434.55 69 2506.502 CONST DRAINAGE STRUCTURE DESIGN GO~A020 EACH 2.00 52389.60 000 SO.CO 2.00 54 ]79.20 ]0 ~ 2506.502 COtdST DRAINAGE STRUCTURE DESIGN 964020 EACH 2.00 58.0]].00 0.00 E¢CD 1.V0 5b.0]]AD ]t _2500502 CONSTDRAINAGE STRUCTURE DESIGN 520~A020 _EACH 1.00 Si0 n03.00 0.00 SO.GO 100 510.403.C0 ]2 2505522 ADJUST FRAME AN0 RING CASTfNG EACH 6.00 5463.50 0.00 $0.00 11 C0 _ `55.0965 ]3 2521.501 CONCRETE PAD (G"THICIQ__ SF Gd.00 5500_ 000 50.00 O.CO SO.CO ]4 2521.501 4"CONCRETE 5IDEW'ALK SF _21900_ Sd.12. OCO,__I ,_____£0.00 156.00._____ >6A272 2531.SOt CONCRETE CURBSGUTTER DESIGN 6610 _ if OtU0.00 392%r QDO_ 5000 A.Ooi.Op 53>645 >6 253L50] CONCRETE DRIVEWAY APRON 6 fH Cdl SY 400.0 542.23 000 5000 ,.,`£51,10 1402u.95 253i.50T COVC_R_T_E DRIVEWAV PAVEMENT (6'TWCK) _ SY 8W 00_ 54626. O.OU „_„_5000 834.10 536_083.'] %8 2531.SU] CONCRETE DRIVE`A'AY PAVEMENT SPECIAL G THIC( SV A000 44v 32 _0.00 5009 _ 11.60 5529 Ti _ I9 253i 50] CONCRETE ORIV6WnY PAVEMENT COLORED) SY 35.00 556.]1 0.00 _£0.00 O.W 3000 ~80 2531518 TRUNCAif:U DOMES _SF 32.C0 536.05 000 SD.W 3200 51.55380 61 ~ 2540.602 iNETALI SALVAGED MAILBOX. SPECIAL EACH 900 _ 302A0 OW _ 5000 4.OD ___.5329.60 82 2540602 INSTALL SALVA_GEO PAPERBDX EACH 2400 525.]5 U.00 50.00 1T OD', Sd3]>5 83 2540.6021NSTALISALVAGEDBOLLAR05 EACH 2.00 _ 5f03.OC __000 SO.CO 2.W 52W.C0 94 2540.603 LANDSCAPE EDGER, STEEL LF 500.00 ' 58.24 O.W $D.W _ 291.00 $2.ADG.D9 85 2540.603 IANDSCnPE EDGER. PLASTIC if ,i 35000 55.15 0.00. 5000 000 SO.GO 86 2540.603 INSTALL SnIVAGE0 W000 EDGING LF 0000 45x5 0.00 50.00 0.00 50.00 8% 2540603 INSI'AI.I SALVAGED ROCK_EDGING lF 40.00 55,IG 0.00 3600 O.GO 50.0 00 2540603 MSTALI. SALVAGED CONCRETE PAVER EDGIIJG lF 1500 51030 000 0.00 0.00 30.0( ' 89 2540.603 INSTALL LANDSCAPE ROC]( Sl'_ __y 00.09 S6.te 0.00 5000 000 50.00 4