Laserfiche WebLink
BONESTROO AND ASSOCIATES ^612 6361311 12/02/97 17:02 0 :0A/14 N0;A3b <br />38 <br />39 <br />4U <br />41 <br />42 <br />43 <br />44 <br />45 <br />4ft <br />47 <br />4H <br />49 <br />50 <br />.51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />ftl <br />ft2 <br />63 <br />64 <br />65 <br />ftft <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />Part 2 - Water Main <br />8" DIP. Class 52 <br />12" niP.CIaiS 52 <br />6 - DIP. Cla.s.s 52 <br />Cui into existing 8" CIP <br />^ •nu> existing ft" DIP <br />HyJrant <br />6" gate valve mid box <br />H“ gate valve and box <br />12 “ buitcrlly valve and hciX <br />Filling^ <br />Mechanical trench coinpnctioii <br />Improved pipe tounJation in 6 ' incremeniH <br />Total Part 2 • Watermain <br />Part 3 • Restoration <br />Clear and gisib <br />Z X 3‘ sump tulch basin <br />4' diameter sump catch basin manhole <br />Catch basin manhole overdeptli <br />Bituminous .surlucing removal <br />Common excavation <br />Class 5 oggregatc base (I005( cnished) <br />Type 31 bituminous base cwirsc <br />Type 41 A bifuminoujt wcanng course <br />Gcoicxlili! lahric <br />Bituminous material for lack, coat <br />Bituminous street patching <br />Sawcul concrete driveway <br />Sawcul bituminous <br />Bituminous driveway rcstoratloo <br />roncreic driveway restoration <br />12" RCP in place <br />15"RCP in p'. ice <br />15" R('P. over 6‘ deep <br />15 “ Rc:p llnrcd end in place with trash guard <br />Mechanical trench compoelton <br />Improved pipe fnd. io 6" increment depth <br />Remove existing CMP culvert <br />|.\139\139<W>ftbQUEST6.WB2 <br />LF 95 20 00 46 920.00 <br />LF 490 26.00 583 I5.I58 0O <br />LF 5 19.00 10 190.00 <br />F.A 1 l.OtlO.OO 1 1 .OtHl.OO <br />EA 1 800.00 1 800 00 <br />EA 1 2.000 00 1 2.000 00 <br />EA 1 600.00 1 600.00 <br />EA 2 75000 2 1.500 00 <br />EA 1 1,000 00 1 1 ,000 IK) <br />LB 1.370 1 (Y)850 85000 <br />590 l.tX)6.^9 63900 <br />LT S')5 o.ot |igt 1 00 <br />$24,658.00 <br />EA 20 300.00 51 15.300.00 <br />EA 2 1.000.00 2 2.000.00 <br />CA .5 1.200.00 5 6.000.00 <br />1.F 17 125.00 5 h25.(X) <br />SY 11,600 1.00 11.500 11.500.00 <br />CY 3.700 3.25 4,532 14,729.00 <br />TN 8.000 9.20 9,206 X4.695.20 <br />TN 1.200 23.50 1.496 35.156.00 <br />TN 9<K)27.50 <br />SY 11.000 1 00 10.819 10.819.00 <br />CJL 550 1 00 <br />.SY 300 6.50 <br />LF 100 5.00 I <br />LF 650 1.50 i <br />SY 1.5.*»0 6.50 1.453 9,444.50 <br />SF .3.200 3.50 160 591.50 <br />LF 233 22.00 86 l.892.(M) <br />LF 141 24.(«>121 2.9O4.0O <br />LF 20 26.00 <br />EA •>900.00 1 900.00 <br />LF 595 1.IH)207 207.00 <br />LF .595 0.01 <br />LF 450 2.00 100 200.00 <br />i ! <br />t