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PARTIAL PAY ESTIMATE p10 ' FROM: May 2.9. 2010 ro: mIr za, zolo CONTRACTOR: T.A. SCMIFSY.Y AIJD SONS ADDRESS: 23]0 F. HIGI{WAV 36. NOFTH SAINT PAUL, MN 55109 OWNER: CITY Of LITTLE CANADA PROJECT: 2009 STREET ANO UTILRY L'dPROVEMENTS ' SUOSTANTIgI COMPLETION DATE, AMOUNT OF COk TRACt ORIGIMAIL Oclo5er 15, 2009 ORIGINAL: $ 1 ~35000.OD REVISED: REVISED: S 1,BD1,905.6M1 ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE N0. ITEM DESCRIPTION UNIT O'fV. UNIT PRICE QiY. TOTAL PRICE QTY. TOTAL PRICE SCHEDULE I.O-ELIROAD AND DESOTO STREET _ 1 202L501 MOBILIZATION LS t 00 $20,000.CG 0.00 50.00 i.OD S20.000.CO 2 2101.501 CLEARING _ SF 3,100.00 $0.62 0.00 50.00 3.100 C0 52.54200 3 2101.503 CLEARING ~ TREE t00D 5103.00 0.00 °0.00 1000 51030_00 4 _2101.506 GRURRING SF 3.100.00 $0.82 000 ~ 50.00 J,1000D 52.54200 5 ~ 210L50] GRUB TREE 1000 £51.5D O.OU SODG 1000 5515.00 6 2104.501 REtdOVE SEWER PIPE $TORM14 LF 52.00 _ S]21 000 $0.00 6400_ 5461.49 ] 2104.501 REMOVE CONCRETE CURE AND GUTTER LF 160.00 53.09_ 0.00___ _ _ SO:OD 17001,__ 5525.30 8 2tCd503 ftEIdOVE CONCRETE GIDEWALI( SF 230.00 5403 OCO 50.00 23000 523690 _ 9_ 2104605 REMOVE C014CRETE PAVEMENT GY 110.00 53.61 O.QO 50.00 _,__._60.00 5216.GC 10 2104.505 REMOVE BITUMINOUS PAVEMENT 51' 9.!COAO 51]0 000 50.03. 9,100.W 515.4]000 tt ?104.509 REA40VE SIGN EACH 28.00 52575 0.00 $D.DD 300 &A.25 12 2.164.509 REMOVE HYDRANT EACH 2.00 SSG6.50 0.00 50.00 __,____2.011 _ 51,13300 13 2W4.5W REMOVE WOOD POSL EACn 0000 3917 0.00 50.00 8600 5]9].22 id 2104.509 REMOVE DRAINAGE STRUCTURE EACH 2.00 Sd12.00 0.00 SO.CD 10D SA24W 15 2104.511 $A\NGUr CONCRE, TE (fULI DEPTH) _ LF ]U.00 55.15 0.69 5000 4/00( 5242.05 16 2104.513 $A`NCUT eITUN4NOUS FULL DEPTHI lF 70D00 52.06 0.00 SO.GO SM12. 00 ___Si_A G. _2 1] ! 2104523 SALVAGE SIGN EACH ~ 3.00 525]5 O.OD 50.00 000 50.OD 10 2tOd.523 SALVAGE MAl1.ROX TEhOtt ~ 1200 525,]5 OW 50.00 12.00 5309.00 19 2104523 SALVAGE LIGHT POLE ENCH 103 S20u.00 O.OC 50.00 L00 S2C6.00 20 210n.525 ABANDON MANHOLE EACH IOC ! 31.390.50 U.00 5000 1.00 51.350.50 _ 21 21U5.SDt DGI4MDN EXCAVATION (P) _ CY _ 3.fi155S _5814 0.00 50.00 3,615.15 523.]686n 22 2105.501 POND EXCAVATION RAINWA'iER GhROENi CY 3500 522.68 0.00 5000 53.00 51.200.9 23 2105.525 TOPSOIL BORROW CY GOO.OD _ 513,39 000 SC'.DD 596.00 $7.980.AA 24 2105601 SITE GRAOMG, NFILTRATION BASIN LS 100 St 23600 0.00 50.00 LCO 51.236.00 - ?5 2t 23610 EXPLORATORY DiGGI_N_G _ _ HCVRS 2.00 Se12.00 ,,,..._0_00 _ _5900 0.00 $000 26 2131.502 CALCIt1A4 CHLORIDE GAL 2.00000 5001 O.CO 5000 OOC SOOD 2] 2251.501 AGGREGATE OASE CLASS G. ROAD 70N 4,100.00 59.2] O.GO i $00C 3.933.03 536.49441 28 _2211.501 AGGREGATE BASE CLASS S, TRAIL TON 90.00 59.2] _O.fA_.___ SO.OD 48.90 5453'60 29 2J.32.501 MILL GITUMNOUS PAVEMENT SY 20000 55.15 113.00 S58t95 ffi] OU SA0655 30 2350.501 'fVPE tdV4 W@AR COURSE MIY.TURE TON ]?0.00 S60.TT 657.04 _539928.32 _69118 v42.DD3.D1 31 2350.501 TYP[NNC WEAR COURSE MIXTURE D1tIVEVJAY TON ]500 SI15.00 0.00 SO.GO 55.58 56391.]0 S2 2350.501 TYPE lV4 WEAR COURSE MIXTURE (TRAIL TON 50.C0 595.C0 0.00 50.00 6641 SG,30B.96 33 2'650.502 TVPE L`/3 tJON `NEARING COVRSE MIXTURE, 8{ ASE TON 90000 55? 68 0.00 SO.OD 93]AS 554.072.12 34 2411.50> (CONCRETE M1EIR, CAST~IN~PLACE EACH 5.00 3]2.50 0.00 50.00 ~ OAO 50.00 _ ! 35 2501602 2M1"FLARED ENO SECTION W'(rRA$ItGUARO EACH 1.0'J St29?e0 U.00 50.00 __1001 _ 51.297.00 3G 2503.54_1 12" RC PIPE GEWEft DES 30C6. CW LF 105.00 520.60 0.00 SD.DO 10400 53790 d0 37 2563541 1v' RC PIPE SE'NER DES 30Cb, CLV_ L^ 942.C0 521.63 000 SD.GD 943.C0 320.39].04 38 ?SD3.Snt 10" ftC PIPE SE`NER DES 30Cb. CLIII lF 331 u0 $2472 000 SD.DD 331.00 58.182.32 39 2503.541 2i"RC PIPE SEWER DE530C5. CL 111 LF 46?00 326.%6 000 SO.C4__ _460.00 512,533.On _40 2503.541 24"RC PIPE SEW'F.R UF.5300G, CL I!1 LF 22.00 538.05 O.CO $0.00 i4.C0 S50d]0 df ~ 25D3.6C2 CONNECT TO F. %IST!NG STORId SEWER EACH 3.C0 5545,90 0.00 50.00 30D 51,63].]0 d2 2503.60 CONNECT TO E%IST:NG S_TORId ST_RUCTURF E/aCH ~ 2.00 i 5!175.50 D.OD 50.00 2C0 51151.00 4J 250460> INSTALL I4YORAN7 AND VALVE. SPECIAL EACH 2.00 54.22300 0.00 50.00 2.00 56,496.C0 d4 ?SO4bD2 ADJUST VALVE 30X __,__,_-____.__hCH 5.00 .,,_5185.40 0.00_______ SC.00 4.00 5]4t60 i 45 2505502 CONST DRAINAGE SI'ftUCTURE DESIGN SPECAL 24"%3G" ~ [nCH 5.00 51.215.40 000 50.00 5.00 S6.o]>.DO 46 2506.502 CCNST DRAINAGE STRUCTURE. OF.SIGk 40.4020 EACIt iS.OD 51,508.95 0.00 $O.CO 1500 522.63A.25 M1] 2506.522 ADJUST FRAME AND RING CASTmG EACH ].CO 5535.60 0.00 5000 ].00 $3749?D _ 46 2506602 RECONSTRUCT SANITAR'I STRUCTUREn EACH LCD _51,236_.0_0_ _0 CO_! vOW 100 51138.00 n9 2511502 RnNDOM RIP RAP DLAbG IV 'fCN ,7000 394]6 O.CO 50.CG 40 UC S3]90.40 2