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PARTIAL PAY ESTIMATE Nd <br /> FROM: June 25, 2009 <br /> TO: Augus121, 2009 <br /> CONTRACTOR: T.A. SCHIFSKY AND SONS <br /> ADDRESS: 23]0 E. HIGHWAY 3fi, NORTIi SAINT PAUL, MN 55109 <br /> OWNER: CITY OF LITTLE CANADA <br /> PROJECT: 2009 STREET AND UTILITY IMPROVEMENTS <br /> SUBSTANTIAL COMPLETION DATE AMOUNT OF CONTRACT <br /> ORIGINAL: October 15, 2009 ORIGINAL S 1,535,000.00 <br /> REVISED: REVISED: $ 1,568,04184 <br /> <br /> ITEM ORIGINAL CONTRACT TNIS PERIOD TOTAL TO DATE <br /> N0. ITEM DESCRIPTION UNIT OTV. UNIT PRICE OTY. TOTAL PRICE QTY. TOTAL PRICE <br /> _ _ SCHEDULE 1 0 ELI ROAD AND DESOTO STREET _ _ <br /> 1 2021501 MOBILIZATION LS 100 2000000 100 52000000 100 520000:00 <br /> 2 2101501 0.EARING SF 3~iD00D 082 000 5000 310000 $2592.00 <br /> _ _ <br /> 3 2101502 CLEARING TREE 1000 10300 300 _ _ 530900 1000 5103000 <br /> 4 2101 506 GRUBBING SF __310000 0821 1.50000 _ 5123000___ 310000 5259200 <br /> 5~ 210140] GRUB ~ TREE 1000 St 50 600 530900 1000 551500 <br /> 6 2104501 REMOVE SEWER PIPE{STORM) LF_ 5200 _ ]21 000 _ 5000 _ 6400 5461,44 <br /> ] 2109501 REMOVE CONCRETE CURD AND GUTTER LF_ 16000 3 1091 _1]000 552630 ___1]0.00 552530 <br /> 8 2104503 REMOVE CONCRETE SIDEWALK SF 23000 103 23000 523690 23000 523E 90 <br /> 9 2104505 REMOVE CONCRETE PAVEMENT SY 11000 361 6000 _ 521660 60.00 521660 <br /> 10 2100505 REMOVE BITUMINOUS PAVEMENT _ _ S_Y 9.10000 1]0 388800 _ $66096_0 4.25500 5%,233.50 <br /> 11 2104509 REMOVE SIGN EACH 2800 25]5 300 51725 300 _ 5]].25 <br /> 12 2104509 REMOVE HYDRANT EACH _ 200 _ 56650 _ 200 _ 5113300 _ _ 200 51133;00 <br /> 13 2104.509 REMOVE WOOD POST EACH 8000 92] 8G 00 5>9>.22 BG 00 5]9].22 <br /> t4 2104.509 REMOVE DRAINAGE STRUCTURE EACH 200 41200 1.00 541200 200 582A.00 <br /> 15 2104511 SAW CUT CONCRETE tFULL OEPTH)_ _ LF 1000 515 _2]00 _ 513905 ~ ___,__2]00 5139.05 <br /> 1G 2104513 SAW CUT BITUMINOUS (FULL DEPTH) lF _]0000 2.06 31200 _ 5642]2 _39100 5]64.26 <br /> 1] 2104.523 SALVAGE SIGN EACH 300 _ 26]5 000 5000 000 $000 <br /> 18 2104523 SALVAGE MAILBOX- EACH 1200 25]5 600 S15A 50 600 515450 <br /> 19 2104523 SALVAGE LIGH_T_POLE _ EACH __100 20600 100 _ 520600 100 $20600 <br /> 20 2104525 ABANDON MANHOLE _ EACH 100 _ 139050 _ 100 S_~39050 100 5139050 <br /> 21 2105501 COMMON EXCAVATION (P) CY ,3.61515 824 _ 200000 51648000 _ 2,00000 51648000 <br /> 22 2105501 POND EXCAVATION RAINWATER GARDEN CY 3500 2266 000 5000 000 5000 <br /> 23 2105525 TOPSOIL BORROW- _ CY 60000 1339 _ A800 5642]2 10200 51365]8 <br /> 24 2105601 SITE GRADING INFILTRATION DASIN LS 100 _ 123600 _ 100 X123600 _ 100 5123600 <br /> 25 2123610 E%PLORATORY DIGGING HOURS 200 41200 OOD 5000 000 50.00 <br /> 26 2131 502 CALCIUM CHLORIpE GAL 2,00000 _ 001 000 _ 50.00 000 5000 <br /> 21 2211501 AGGREGATE BASE CLAS55 ROAD TON 410000 92> 22]112 521053.28 _ 22]112 521.05328 <br /> 28 2211501 AGGREGATE SASE CLASS5 TRAIL TON 9000 921 000 5000 4890 $46330 <br /> 29 2232501 MILL BITUMINOUS PAVEMENT SY 20000 515 000 5000 000 5000 <br /> 30 230501 TYPE MV4 WEAR COURSE MIXTURE- TON ]2000 60 000 5000 000 50.00 <br /> 3t 2350501 TYPE MV9 WEAR-COURSE MIXTURE (DRIVEWAY) TON _]500 11500 __000 _ 5000 _000 5000 <br /> 32 2350501 TYPE LV4 WEAR COURSC MIXTURE (TRAIL) TON 5000 9500 000 5000 6641 5.6308.95 <br /> 33 2350502 TYPE LV3 NON WEARING COURSE MIXTURE (SASC) _ TON __90000 5>68 000 5000 000 50.00 <br /> _ _ - - <br /> 34 2411501 CONCRETE WEIR. CAST-IN~PLACE EACH ,100 ]]250 000 _ 5000 _ _ 000 SO_.0.0 <br /> 35 2501.602 24"FLARED END SECTION W/TRASHGUARD EACH 100 129]80„ 000 _ 5000 100 5.129].80 <br /> 36 2503.541 12"RC PIPE SEWER DES 3006, CLV LF 18500 2060 9300 _ 5191580 122.00 52.513;20 <br /> 31 2503.541 15"RC PIPE SEWER DES 3006. CLV LF 94200 2163 65300 511,961.39 55300 $1196139 <br /> _ 38 2503.541 18"RC PIPE SEWER DES 3006; CLIII Lf 33100_ _ 24]2 0.00 50.00 000 5000 <br /> 39 2503.5A1 21"RG PIPE SEWER DE53006 CL 111___, LF 46]00 26.18 000 50.00 _ 92500 __$11.381.50 <br /> 40 2503.541 29"RC PIPE SEWER DES 3006, CL 111 LF 22.00 _ 36.05_ 0.00 5000 _____1400 5504.]0 <br /> Ai 2503602 CONNECT TO EXISTING STORM SEWER EACH 300 54590 300 Si 63]]0 300 $1.63]>0 <br /> 42 2503602 CONNECT TO EXISTING STORM STRUCTURE EACH _ 200 8]550 _ 100 58]550_ 200 51;15100 <br /> 43 2504602 INSTALL HYDRANT ANDVALVE SPECIAL EAGH~ _200 422300 200 SBy49600 200 58446.00 <br /> 44 2504602 ADJUST VALVE BO% EACH- 500 18540 _ 000 $000 000 .5000 <br /> 45 2506502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36 EACH _ 500 121590 300 5364620 300 5364620 <br /> 46 2506502 CONBT DRAINAGE STRUCTURE DESIGN 484020 EACH 1500 __50895 100 510562 G5 _ 1000 515.08950 <br /> 4] 2506.522 ADJUST FRAME AND RING CASTING EACH ].00 53~ 0.00 $0.00 _ _ 0.00 5000 <br /> 48 2506602 RECONSTRUCT SANITARY STRUCTUREA EACH 100 123600 _ 100 _ _Jt23G _DO 100 51,236.00 <br /> 49 2511.502 RANDOM RIP RAP CLASS IV TON >000 94>6 0.00 SOOD 40.00 53]9040 <br /> 50 2521501 4"CONCRETE SIDEWALK _ _„___SF )25000 314 680500 52136]]0 _ 680500 521;36]]0 <br /> St 2531.501 CONCRETE CURB&GUTfER DESIGN BGIB _ LF 390000 92] 40800 53;]8216 ..40800 53.]82.16 <br /> 52 2531501CONCRETECURBBGUTTER SPECIAL LF 90000 92] 229]00 52129319 J_29]00 ,,,521293.19 <br /> - <br /> 53 253150] CONCRETE DRIVEWAYAPRON (6"THICK) SY _11500 _ ,42.23 ___4];80__ 52018.59 _4]80 52,018.59 <br /> SA 253150]_ CONCRETE DRIVEWAY APRON (8"THICK)- SY 4000 4]38 000 $000 ~ 000 5400 <br /> 55 253140] CONCRETE DRIVEWAY PAVEMENT (6'THICK) SY 18500 ]416 _ 2500 _ 5185400 _„_2500 51854.00 <br /> 56 2531604 CONCRETC VALLEY GUTTER (8"THICK) SY <br /> <br />