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ESTIMATE NO. 5 PERIOD ENDING: December 1, 2003 <br />STREET RECONSTRUCTION <br />OF LINO LAKES, MINNESOTA <br />COMMISSION NO. 12390-03 <br />ITEM <br />NO. DESCRIPTION <br />ELM STREET RECONSTRUCTION <br />1 MOBILIZATION <br />2 CLEARING <br />3 GRUBBING <br />4 REMOVE PIPE (CULVERT OR STORM SEWER) <br />5 REMOVE CURB & GUTTER* <br />6 REMOVE FENCE <br />7 REMOVE WATERMAIN <br />8 REMOVE CONCRETE PAVEMENT <br />9 REMOVE BITUMINOUS SURFACING <br />10 REMOVE MANHOLE OR CATCH BASIN <br />11 REMOVE CONCRETE APRON <br />12 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) <br />13 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />14 SALVAGE FENCE <br />15 SALVAGE MAIL BOX SUPPORT <br />16 SALVAGE SIGN (INCL. POST & ASSEMBLY) <br />17 SALVAGE HYDRANT <br />18 SALVAGE GATE VALVE & BOX <br />19 COMMON EXCAVATION (P)* <br />20 POND EXCAVATION <br />21 SELECT GRANULAR BORROW (CV) (P) * <br />4 TOPSOIL BORROW (LV) <br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) <br />EXPLORATORY DIGGING <br />25 AGGREGATE BASE CLASS 5* <br />26 TYPE LV AGG. 3 WEARING COURSE (B) <br />27 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B)* <br />28 TYPE LV AGG. 3 NON - WEARING COURSE (B) <br />29 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS (B) <br />30 BITUMINOUS MATERIAL FOR TACK COAT <br />31 15" RC PIPE APRON W/ TRASH GUARD <br />32 21" RC PIPE APRON W/ TRASH GUARD <br />33 4" PERF PE PIPE DRAIN (W/ SOCK) <br />34 15" RC PIPE SEWER CLASS V DESIGN 3006 <br />35 18" RC PIPE SEWER CLASS V DESIGN 3006 <br />36 21" RC PIPE SEWER CLASS III DESIGN 3006 <br />37 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) <br />38 8 "X4" PVC WYE (SCHEDULE 40) <br />39 8" PVC, SDR 35 PIPE SEWER (10' -12' DEPTH) <br />40 8" PVC, SDR 35 PIPE SEWER (17-14' DEPTH) <br />41 8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) <br />42 8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) <br />43 8" PVC, SDR 35 PIPE SEWER (18' -20' DEPTH) <br />44 4" SANITARY SERVICE PIPE (SCHEDULE 40) <br />45 8" PVC, SDR 26 PIPE SEWER (18' -20' DEPTH) <br />46 8" PVC, SDR 26 PIPE SEWER (20' -22' DEPTH) <br />47 8" PVC, SDR 26 PIPE SEWER (22' -24' DEPTH) <br />48 8" PVC, SDR 26 PIPE SEWER (24' -26' DEPTH) <br />49 8" PVC, SDR 26 PIPE SEWER (26' -28' DEPTH) <br />50 TELEVISE SANITARY SEWER MAINS <br />51 WATER METERING MH • <br />fitLOWER WATERMAIN <br />ADJUST VALVE BOX <br />CONNECT TO EXISTING WATERMAIN <br />55 HYDRANT <br />56 INSTALL GATE VALVE & BOX <br />57 INSTALL HYDRANT <br />58 6" GATE VALVE & BOX <br />59 8" GATE VALVE & BOX <br />CONTRACT QUANTITY UNIT AMOUNT <br />UNIT QUANTITY TO DATE PRICE TO DATE <br />LS 1.0 1.00 $ 89,700.00 $ 89,700.00 <br />TR 139.0 136.00 $ 100.00 $ 13,600.00 <br />TR 139.0 136.00 $ 35.00 $ 4,760.00 <br />LF 798.0 810.00 $ 8.00 $ 6,480.00 <br />LF 280.0 263.00 $ 2.50 $ 657.50 <br />LF 154.0 40.00 $ 6.00 $ 240.00 <br />LF 106.0 132.00 $ 10.00 $ 1,320.00 <br />SF 1,544.0 1,895.00 $ 0.50 $ 947.50 <br />SY 20,816.0 20,816.00 $ 1.55 $ 32,264.80 <br />EA 4.0 5.00 $ 300.00 $ 1,500.00 <br />EA 19.0 19.00 $ 100.00 $ 1,900.00 <br />LF 150.0 56.00 $ 7.00 $ 392.00 <br />LF 950.0 852.00 $ 2.00 $ 1,704.00 <br />LF 50.0 16.00 $ 25.00 $ 400.00 <br />EA 37.0 37.00 $ 85.00 $ 3,145.00 <br />EA 20.0 20.00 $ 25.00 $ 500.00 <br />EA 4.0 5.00 $ 600.00 $ 3,000.00 <br />EA 5.0 5.00 $ 75.00 $ 375.00 <br />CY - $ 9.15 $ <br />CY 9,675.0 9,675.00 $ 5.25 $ 50,793.75 <br />CY - $ 10.65 $ - <br />CY 453.0 $ 10.00 $ <br />LF 3,151.0 $ 2.25 $ - <br />HR 20.0 8.00 $ 139.00 $ 1,112.00 <br />TN 12,000.0 9,556.14 $ 6.80 $ 64,981.75 <br />TN 2,025.0 2,032.24 $ 31.65 $ 64,320.40 <br />TN 550.0 607.75 $ 39.05 $ 23,732.64 <br />TN 2,025.0 2,109.86 $ 31.65 $ 66,777.07 <br />SY 1,500.0 1,745.00 $ 10.00 $ 17,450.00 <br />GAL 880.0 500.00 $ 2.50 $ 1,250.00 <br />EA 6.0 7.00 $ 625.00 $ 4,375.00 <br />EA 2.0 2.00 $ 825.00 $ 1,650.00 <br />LF 512.0 512.00 $ 6.00 $ 3,072.00 <br />LF 2,733.0 2,681.00 $ 21.75 $ 58,311.75 <br />LF 830.0 770.00 $ 23.75 $ 18,287.50 <br />LF 902.0 903.00 $ 26.25 $ 23,703.75 <br />EA 1.0 2.00 $ 4,000.00 $ 8,000.00 <br />EA 30.0 31.00 $ 220.00 $ 6,820.00 <br />LF 69.0 97.00 $ 61.30 $ 5,946.10 <br />LF 620.0 161.00 $ 61.30 $ 9,869.30 <br />LF 430.0 652.00 $ 61.30 $ 39,967.60 <br />LF 628.0 758.00 $ 61.30 $ 46,465.40 <br />LF 32.0 109.00 $ 61.30 $ 6,681.70 <br />LF 1,544.0 1,604.00 $ 9.50 $ 15,238.00 <br />LF 117.0 100.00 $ 61.30 $ 6,130.00 <br />LF 480.0 446.00 $ 61.30 $ 27,339.80 <br />LF 212.0 260.00 $ 61.30 $ 15,938.00 <br />LF 235.0 290.00 $ 61.30 $ 17,777.00 <br />LF 330.0 295.00 $ 61.30 $ 18,083.50 <br />LF 3,151.0 3,168.00 $ 0.85 $ 2,692.80 <br />LS 1.0 1.00 $ 10,800.00 $ 10,800.00 <br />LS 1.0 - $ 3,500.00 $ - <br />EA 13.0 9.00 $ 85.00 $ 765.00 <br />EA 10.0 12.00 $ 525.00 $ 6,300.00 <br />EA 1.0 1.00 $ 2,500.00 $ 2,500.00 <br />EA 2.0 2.00 $ 250.00 $ 500.00 <br />EA 4.0 5.00 $ 500.00 $ 2,500.00 <br />EA 2.0 3.00 $ 790.00 $ 2,370.00 <br />EA 6.0 10.00 $ 870.00 $ 8,700.00 <br />1 nl Iwwl�r <br />►1/\ A <br />Dann 1 <br />