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Item Uail <br />Qinifoci Uoil <br />l*ri4X! <br />Oiiaatlty <br />Tci Dati! <br />Afiiouiil <br />'lb Dali: <br />1 8” PVC. 10’- 12* d,). iu |.I.u-40 15.00 87 1.305.00 <br />2 8" PVC, 12*- 14’ dp. ill pi.ij'200 15 00 250 3.750.00 <br />3 8" l‘VC, 14*- 16* dp. in pi.u-200 15.00 200 3.000.00 <br />4 8" PVC, 16*- 18’ dp. in pi.LF 2f»0 15.00 200 3.000.00 <br />5 8" PVC. 18*. 20* d,). in pi.60 25.00 20 5(.MJ.OO <br />6 6** PVC sewer service line U-60 10.00 60 600.00 <br />7 SlJ. 4’ Jia. manhole 8* dp. W/I642B <br />csig. in place Ii/\3 90.5.00 3 2.985.00 <br />8 Manhole depth greater than 8* deep I.F 23 58.00 21.5 1.217.00 <br />9 8" X 6’* wye branch FA I 50.00 100.00 <br />10 Cut into existing S'* VCP lu\1 300.00 1 300.00 <br />11 Mechanical trench compaction LI-820 0.65 817 .531.05 <br />12 Improved pipe foundation per 6** depth <br />increment iu place I.I-7.S0 1.00 ISl 757.00 <br />13 'Pelevision ins))ectiou IJ-760 1.00 750 _______7iOJ)Q_ <br />Total Part A - Sanitary Sewer $18,815.05 <br />Part n - W.itcr Main <br />14 6" DIP, Chiss 52 water iiiain LF 50 15.60 30 468.00 <br />15 8" DIP, Class 52 water main U-875 15.W1 840 13.104.00 <br />16 12” DIP, Chess 52 water main LI-580 20.85 57 5 11.988.75 <br />17 6" resilient wedge (iV and box liA ■)340.00 4 U60.00 <br />18 8** resilient wedge GV and box F/\7 440.00 5 2.200.00 <br />19 12” resilient wedge (iV and box i-:a ->795.00 iM 1.590.00 <br />20 5” vaKe hydrant Fy\I.IOO.OO 2 2,200.00 <br />21 Connect to exist, water line (wcl lap)I-A I 1.440.00 <br />22 Connect to exist, water line (cut in)lu\1 300.00 1 300.00 <br />23 (M. fittings U1 42>00 0.85 42*80 3.893.00 <br />24 Mc' hanical trench compaction LF 1.5I0 0.20 1.445 289.00 <br />25 Improved |iipe foundation per 6” <br />depth incretneiits in place LI-300 0.80 300 24000 <br />26 C'lcar and grub tiees FA 15 85.00 39 .. 3,315 00 <br />roial Part H • Water Main <br />. <br />S40.947.75 <br />13951 RIP KF 1