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03-09-1998 Council Packet
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03-09-1998 Council Packet
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38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <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 />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />Part 2 - Water Main <br />8- DIP. Class 52 <br />12" DIP, Class 52 <br />6" DIP. Class 52 <br />Cut into existing 8" CIP <br />Cut into existing 6" DIP <br />Hydrant <br />6" gate valve and box <br />8" gate valve and box <br />12" butterfly valve and box <br />Fittings <br />Mechanical trench compaction <br />Improved pipe foundation in 6" increments <br />Total Part 2 - Watermain <br />Part 3 - Restoration <br />Clear and grub <br />2' X 3’ sump catch basin <br />4' diameter sump catch basin manhole <br />Catch basin manhole overdepth <br />Bituminous surfacing removal <br />Common excavation <br />Class 5 aggregate base (100% crushed) <br />Type 31 bituminous base course <br />Type 41A bituminous - ig course <br />Geotextile fabric <br />Bituminous material for tack coat <br />Bituminous street patching <br />Sawcut concrete driveway <br />Sawcut bituminous <br />Bituminous driveway restoration <br />Concrete driveway restoration <br />12-RCP in place <br />15" RCP in place <br />15" RCP, over 8' deep <br />15" RCP flared end in place with trash guard <br />Mechanical trench compaction <br />Improved pipe fnd. in 6" increment depth <br />Remove existing CMP culvert <br />LF 95 20.00 46 920.00 <br />LF 490 26.00 583 15.158.00 <br />LP 5 19.00 10 190.00 <br />EA 1 1.000.00 1 1.000.00 <br />EA 1 800.00 1 800.00 <br />EA I ZOOO.OO 1 2.000.00 <br />EA 1 600.00 1 600.00 <br />EA 2 750.00 2 1.500.00 <br />EA 1 1.000.00 1 1.000.00 <br />LB 1.370 1.00 850 850.00 <br />LF 590 1.00 639 639.00 <br />LF 595 0.01 100 1.00 <br />S24.658.00 <br />EA 20 300.00 51 15.300.00 <br />EA 2 1.000.00 2 2.000.00 <br />EA 5 1.200.00 5 6.000.00 <br />LF 17 125.00 5 625.00 <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 84.695.20 <br />TN 1.200 23.50 1.496 >5.156.00 <br />TN 900 27.50 <br />SY 11.000 1.00 10.819 10.819.00 <br />GL 550 1.00 <br />SY 300 6.50 <br />LF 100 5.00 <br />LF 650 1.50 <br />SY 1.550 6.50 1.453 9.444.50 <br />SF 3.200 3.50 169 591.50 <br />LF 233 22.00 86 1.892.00 <br />LF 141 24.00 121 2.904.00 <br />LF 20 26.00 <br />EA 2 900.00 1 900.00 <br />LF 595 1.00 207 207.00 <br />LF 595 0.01 <br />LF 450 2.00 100 200.00 <br />l:\139\139e8\nEQUEST6.WB2
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