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Total Part I •> Long Lake Sanitary'5384^3.40 <br />Part 2 - Water Main <br />38 8" DIP. Class 52 <br />39 1 2" DIP. Class 52 <br />40 6" DIP. Class 52 <br />41 Cut into existing 8" CIP <br />•'•2 Cut into existing 6" DIP <br />43 Hydrant <br />44 6" gate valve a'’.J box <br />45 8" gate valve and box <br />46 12" butterfly valve and box <br />47 Fittings <br />43 Mechanical trench compaction <br />49 Improved pipe foundation in 6" increments <br />Total Part 2 - Watermain <br />Pan 3 • Restoration <br />5C Clear and grub <br />51 2' X 3' sump catch basin <br />52 4' diameter sump catch basin manhole <br />53 Catch basin ma nole overdepth <br />54 Bituminous surfacing removal <br />55 Common excavation <br />56 Class 5 aggregate base (100% crushed) <br />57 Type 31 bituminous base course <br />58 Type 41 A bituminous wearing course <br />59 Geotextile fabric <br />60 Bituminous material for tack coat <br />61 Bituminous street patching <br />62 Sawcut concrete driveway <br />63 Sawcut bituminous <br />64 Bituminous driveway restoration <br />65 Concrete driveway restoration <br />66 12" RCP in place <br />67 15" RCP in place <br />68 15" RCP. over S’deep <br />69 15" RCP flared end in place with uash guard <br />70 Mechanical trench compaction <br />LF 95 20.00 46 920.00 <br />LF 490 26.00 583 15.158,00 <br />LF 5 19.00 10 190.00 <br />EA 1 1.000.00 1 1.000.00 <br />EA I 800.00 1 800.00 <br />EA 1 2.000.00 1 2.000.00 <br />EA 1 600.00 I 600.00 <br />EA 2 750.00 2 1.500.00 <br />EA I 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 />S24.658.0C <br />EA 20 300.00 51 15J00.00 <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 11500 11.500.00 <br />CY 3.700 3.25 4532 14.729.00 <br />TN 8.000 9.20 9257 85,164.40 <br />TN 1,200 23J0 1496 35,156.00 <br />TN 9C-'27.50 986 27,115.00 <br />SY 11.000 1.00 10819 10.819.00 <br />GL 550 1.00 550 550.00 <br />SY 300 6.50 300 <br />1,950.00 <br />LF 100 5.00 <br />LF 650 1.50 <br />SY 1.550 6.50 1453 9,444.50 <br />SF 3.201 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 />l:\139V13988Vequest1 1 ,wb2