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05/23/03 13:15 FAX 6516449446 HRG • LITTLE CA 003
<br />PARTIAL PAYMENT ESTIMATE
<br />NO. 4 (FINAL)
<br />FROM: Sapter ther26, 2001
<br />TO: May 20, 2003
<br />CONTRACTOR: TA SCHIFSKY & SONS, INC.
<br />ADDRESS: 2370 E HWY 36, NORTH ST, PAUL. MN 55109
<br />OWNER: CRY OF LITTLE CANADA, MINNESOTA
<br />PROJECT; 2001 STREET RECONSTRUCTION & UTILITY IMPROVEMENT$
<br />COMPLETION DATE
<br />SUBSTANTIAL:
<br />FINAL:
<br />AMOUNT OF CONTRACT
<br />ORIGINAL; 5 246,565.53
<br />REVISED;
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<br />SCHEDULE 10- AU IAN AVENUE STREET RECONSTRUCTION
<br />1 2021.501 MOBILIZATION 1.5 1 1500.00 0.00 30.00 1.00 51,500.00
<br />2 2101.501 CLEARING SF 400 2.00 0.00 30.00 888.00 51,776.00
<br />3 2101.502 CLEARING EACH 7 75.00 0.00 50.00 8.00 3600.00
<br />4 2101,608 GRUBBING SF 400 2,00 0,00 $0.00 088.00 51,776.00
<br />5 2101.507 GRUBBING EACH 7 75.00 0.00 50.00 6.00 5500.00
<br />6 2104.501 REMOVE SEWER PIPE(VCP) LF 20 10.00 0.00 50.00 19.00 5190.00
<br />7 2104.505 REMOVEBf1JMINOUS PAVEMENT SY 2047 0.02 0.00 30.00 1811.00 31,088,12
<br />6 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 296 1.10 0.00 50.00 324.00 3355.40
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 127 1,00 0.00 50.00 113.00 5113.00
<br />10 2104. 513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 259 3,90 0.00 50.00 0.00 50.00
<br />11 2104.521 SALVAGE RETAINING WALL LF 35 10.00 0,00 $0.00 38.00 5350.00
<br />12 2104.521 SALVAGE FENCE LF 40 5.00 0.00 30.00 8,00 540.00
<br />13 2104.523 SALVAGE SIGN EACH 1 25.00 0.00 30.00 2.00 550.00
<br />14 2105.501 COMMON EXCAVATION (P) C Y 1448 4.70 0.00 50.00 1598.00 37,510.60
<br />15 2105.521 GRANULAR BORROW (LV) C Y 780 9,00 0,00 50.00 460.00 $4,140.00
<br />18 2105.525 TOPSOIL BORROW (CV) CY 50 1250 0,00 50.00 110.00 51,375.00
<br />17 2130.501 WATER (FOR DUST CONTROL) MGAL 20 3000 0.00 30,00 50,00 51,500.00
<br />10 2131502 CALCIUM CHLORIDE SOLUTION GAL Boo zoo 0.00 50.00 0.00 50.00
<br />19 2271,501 AGGREGATE RASE CLASS 5 TON 750 8.00 0.00 50.00 629.60 56.638,40
<br />20 2232.501 MILL BITUMINOUS SURFACE (1.51 SY 28 4,00 0.00 50.00 52.00 5208.00
<br />21 2350.509 TYPE MV 3 WEARING COURSE MIXTURE YON 194 33.00 0,00 50.00 230.00 57,500.00
<br />22 2350.609 TYPE MV 3 WEARING COURSE MIXTURE (DRIVEWAY) TON 24 45.00 0.00 50,00 48.00 52,180.00
<br />23 2350.609 TYPE LV 3 BASE COURSE MIXTURE TON 249 31.00 0.00 50.00 260.00 33,060.00
<br />24 2357,502 BITUMINOUSMATERNL FOR TACK GOAT GAL 100 1.25 0.00 50.00 150.00 3107.50
<br />25 2503.541 ¶Y RC PIPE SEWER DESIGN 3006 CL V L F 28 30,00 0.00 50.00 28.00 5840.00
<br />26 2503.503 6• PVC PIPE SEWER LF 20 98,00 0,00 50.00 19.00 51,672.00
<br />27 2504.620 PIPE FIRINGS L8S 150 3.30 0.00 50,00 170.00 5581.00
<br />28 2504.802 CONNECT TO EXISTING WATER MAIN EACH 1 1.123.00 0.00 30.00 1,00 51,123.00
<br />29 2504.602 ADJUST VALVE 90X EACH 4 100.00 0.00 50.00 1,00 5100,00
<br />30 2504.802 8" GATE VALVE EACH 2 550.00 0.00 50.00 2.00 51.100,00
<br />31 2504.802 RELOCATE HYDRANT EACH 2 930.00 0.00 50.00 2.00 51.960.00
<br />32 2504,603 6`WATERMAIN- DUCT5E IRON LF 10 71.00 0.00 50.00 1200 3552.00
<br />33 2508.522 ADJUST FRAME 4 RING CASTING EACH 3 200,00 0,00 50.00 3.00 $800.00
<br />34 2506.602 CASTING - R- 3508'A2 EACH 1 400,00 0.00 50.00 2.00 5600.00
<br />35 2506.602 INSTALL CATCH BASIN EACH 1 1242.00 0.00 30,00 1.00 51,242.00
<br />36 2506.602 CONNECT TO MISTING STORM SEWER EACH 1 700.00 a00 50,00 1.00 5700.00
<br />37 2531.501 CONCRETE CURB 8GUTTER DESIGN SURMOUNTABLE LF 1405 7.95 0.00 50.00 1417.00 511,285.15
<br />38 2531.507 6' CONCRETE DRIVEWAY PAVEMENT 5Y 79 34.00 0.00 50.00 121.00 34,114.00
<br />39 2557.802 RELOCATE MAILBOX EACH 11 25.00 0.00 50.00 1200 3300.00
<br />40 257.503 INSTALL SALVAGED FENCE LF 40 10.00 0.00 50.00 0.00 50.00
<br />41 2583.601 TRAFFIC CONTROL 1.5 1 1,000.00 0.00 50.00 1.00 31,000.00
<br />42 2584.602 INSTALL SALVAGED SIGN EACH 1 50.00 0,00 50.00 3.00 5150.00
<br />43 2575.505 50001N0 TYPE LAWN 5 Y 1000 2.10 364.00 5764,40 2026.00 54,254.80
<br />44 SPEC INSTALL SALVAGED RETAINING WALL LF 35 30.00 0.00 30.00 0.00 50,00
<br />45 SPEC GRADATION TEST, CLASS 5 EACH 2 05.00 0.00 30.00 0.00 30,00
<br />48 SPEC PROCTOR TEST EACH 2 150.00 0.00 50.00 0.00 30.00
<br />47 SPEC DENSITY TEST, IN -PLACE EACH 15 33.00 0.00 50.00 0.00 50.00
<br />48 SPEC CONCRETE TESTING EACH 6 66.00 0,00 S0.00 1.00 506.00
<br />49 SPEC BITUMINOUS CORE DENSITY EACH 0 30.00 0.00 50,00 4.00 5120.00
<br />T
<br />SCHEDULE I.0• AUSTRALIAN AVENUE STREET RECONSTRUCTION • TOTAL 5764.40 301,10577
<br />SCHEDULE 2.0- BLUW000 AVENUE STREET RECONSTRUCTION
<br />1 2021501 MOBILIZATION LS 1 1500.00 0.00 50.00 1.00 51,500.00
<br />2 2101.501 CLEARING SF 100 200 400.00 5800.00 500.00 31.000,00
<br />3 2101.502 CLEARING EACH 5 75.00 0.00 20.00 7.00 5525.00
<br />4 2101.506 GRUBBING SF 100 2.00 400.00 5800.00 500.00 51.000.00
<br />5 2101.507 GRUBBING EACH 8 75.00 0.00 50.00 7.00 3525.00
<br />8 2104.501 REMOVE CMP CULVERT LF 115 10.00 0.00 50.00 140.00 51,400.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 2177 0.92 0,00 50.00 2030.00 51,087.80
<br />0 2104506 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 5Y 250 1.10 0.00 50.00 438.00 5161.00
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 146 1,10 0.00 50.00 137.00 5150.70
<br />10 2104.509 REMOVE WOOD GUARD POSTS EACH 5 22,00 0.00 50.00 5.00 5132.00
<br />11 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 275 3,00 0.00 50.00 0.00 50.00
<br />12 2104.521 SALVAGE FENCE EACH 55 4,00 0.00 50.00 0.00 50.00
<br />13 2104.523 SALVAGE 51131,1 EACH 2 35.00 0,00 50.00 0.00 50.00
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