1、6770.05 1K0+2851K0+290左 2.25m m右 2010157.5 1575 1K0+290 110m2.06m1K0+400左左 3.5m793.1 7931 1 K0+290 m2.25m左3K0+200左 2010 1 K0+400 左5 K0+20左1.7m 5.51.7m10 15.895 158.95 2.45m 6.1103.5m52.308 523.08 1 K0+2852.25m 3K0+240右左 200.95m.02m 101.75m10 16.96 169.6 2K0+320 4K0+510右右 m2.12m 190m3.51409.8 14098 2
2、K0+320左左2K0+500 180m2.056m 1295.28 12952.8 3K0+320左左2.25m20 m3 K0+240 3 K0+58 80 m左左3K0+320 2.2m 142m 3K0+200右右2.25m10 m3.53.5m10 616 1118.25 6160 11182.5 3 K0+70 2.25m130 m 左左3K0+2001023.75 10237.5 4 K0+00 右5K0+30右125 m1.726m 755.125 7551.25 4 K0+20 左1.49m70 m右1K0+400 10 3.5m365.157 3651.57 合计:8768
3、6.3 石方开挖 3 m2 1K0+2851.30125 m 右1K0+400右27m 3.5 m 50 122.97 6148.5 16.8m1.8 m 3.5 m 50 105.84 5292 39.38 1.75 m 左 1K0+400左1K0+290m1.07143 m 501969 211.133 m 1.75m 5014.08 704 7.1500.5 m m 6.71.75m 50m1.2 m 7.15.86 14.91 293 745.5 1 K0+400左5 K0+20左 50 m2.35 m 3.5m 53.913162.65 263.253 右2K0+3204K0+511
4、.39右 2.25 m 50 6.92717 54.34 2 m 2.25 m 1597.5 31.95 2K0+320左2K0+500左 1.1 m 1.4 m 1.2596.25 1.925 0.4 m m1.6 m 50 3.5112 2.24 1.8 m 0.5 m 1.567.5 1.35 1.9 m 0.5m 1.3564.125 1.2825 501.35m 2.35555.2 11.104 0.3m 1.75m 5131.25 2.625 0.95m 1.72m 50 2.52042.5 4.085 3.5m m0.85m 50 0.9133.875 2.6775 0.7m 2
5、.9355.25 7.105 1.7m m1.7m 50 6.7968.15 19.363 50 1.2m 4.4 m1.5m 396 7.92 50 4.85 m1.7m 3.5m 1443 28.86 1.65 m50 3.5m 433.15 8.663 3.7 m0.9m 264.375 5.8275 1.4m 2.65 m649.25 12.985 2.1 m1m 1.95m 204.75 4.095 左左3 K0+2403K0+3201.3 m0.6m 1.1m 42.9 0.858 1 m0.5m 3.5m 50 87.5 1.75 50 2.9m 1.25m 3 m544 10.
6、88 0.8m 1.75 m0.5m 50 35 0.7 42.55 50 0.45m 0.7m 2.7 m0.851 34326.4 113 m1.96m 3.1m 右5K0+30右4 K0+00 50686.588 9304.65 41.4 m 左1K0+400左4 K0+20 50 1.55m 2.9m 186.093 84928.775 管道安装 2 m 污水管安装 1 污水管安装300 1 K0+400左5 K0+30左 58 m15 58 870 3 K0+58右3K0+200右 15 137 m137 2055 5K0+30右右 4 K0+00121 m121 1815 4 K0
7、+20左1K0+400左 15 67 m67 1005 污水管安装 4001K0+285右3K0+400右 20 112 m112 2240 1 K0+285右3K0+240左 20 m20 400 1K0+4001K0+290左左20 106 m106 2120 左3K0+200左 1K0+290 2K0+320右4K0+510右185 m185 3700 左2K0+320左2K0+500 20 175 m175 3500 3K0+3202K0+320左左 左3 K0+2403K0+320左20 77 m77 1540 左3 K0+70左3K0+20020 125 m125 2500 225
8、45 2雨水管安装 400雨水管安装 1 K0+400左 5 K0+30左58 m20 1160 右3K0+200 右3 K0+5820 137 m2740 右5K0+304 K0+00右121 m20 2420 右右4 K0+201K0+40067 m1340 雨水管安装500 3K0+4001K0+285右右25 112 m2800 左右1 K0+2853K0+24020 m25 500 106 m25 2650 左3K0+200左1K0+290 4K0+510右2K0+320右25 185 m4625 左2K0+3202K0+500 左175 m25 4375 左3K0+3202K0+3
9、20左左3K0+320左3 K0+240 77 m1925 左3K0+200左3 K0+70125 m25 3125 28660 3 检查井砌筑、抹灰 检查井砌筑 污水检查井砌筑 3 m1K0+4001K0+285右右 22222.5+23.14)3.14+0.793.14)-(0.3253.14+0.55(0.562.079 291.06 140 22223.14)3.14)-(0.3252.5+23.14+0.55(0.563.14+0.792222)-(0.3253.14+0.552.5+23.14(0.563.14+0.79)3.1422220.3252.5+23.14+0.553.1
10、4)(0.563.14+0.79-3.14)(1K0+4001K0+290左左 22223.14+0.792.5+23.14)-(0.325(0.563.143.14+0.793.14)-(0.325)3.14+0.5522223.14+0.790.3253.14)-(2.5+23.14)(0.5622223.14)-(0.3253.14+0.553.14)0.56(2.5+23.14(0.56)3.14+0.793.14)-(0.3252222左5 K0+30左1 K0+400 2.5+23.14)(0.560.563.14)-(3.14+0.552.5+2(140 右右2K0+3204K0
11、+5102.5+20.325)0.56(-22222.5+20.325(0.56)-(22222.5+23.14)0.325-3.140.56()(22223.140.325-)3.143.14+0.790.56(3.14+0.55)2.5+23.14)0.3252.5+23.14)-(140 3.14)3.14+0.793.14+0.552.5+2(0.562K0+5002K0+320左左 2222-3.14)(0.325 22223.14)-(0.325) 2.079 291.06 22223.14)(0.56(0.563.14)-(0.3253.14+0.552.5+2(0.563.14
12、+0.7922223.14+0.55(0.56左左3 K0+2403K0+320 2.5+2(0.563.14+0.79(3.14)-0.3253.14+0.55)3.142.5+23.14+0.553.14)0.56(3.14)(0.3252222(0.3253.14)2.5+2(0.563.14+0.79)3.14- 右右3 K0+583K0+20022223.142.5+2)()(0.563.14-0.3253.14+0.5522222.5+23.140.325-3.140.56()(22223.14+0.55(-)3.14+0.790.56(3.140.325)3.143.14)-(1
13、40 2.5+23.14+0.553.140.563.14+0.793.14)-(0.325(22223.14)0.325左3 K0+70左3K0+200 2.5+2-(0.3253.14)3.14)(0.3252.5+2140 22222.5+23.14(0.56)-(0.3253.14)(0.56140 22222.5+23.14)-(0.3253.14+0.553.14)140 右5K0+30右4 K0+003.14+0.55140 22222.5+2(0.563.14+0.793.14)140 3.14)0.3253.14+0.793.14)-(3.142.5+2)(0.563.14)
14、-0.3253.14+0.55 右1K0+4004 K0+20左2222(2.5+2)-(0.3250.563.14+0.553.14140 22220.3253.142.5+2)()3.14+0.79(0.563.14-140 )2.5+23.14(3.14+0.55140 13097.7 雨供联用井砌筑 1K0+4001K0+285右右 3 m )22.1820.24+10.24( 3.0528 427.392 0.24)2(2.1822(2.180.24+13.0528 3.0528 427.392 427.392 1K0+4001K0+290左左 140 0.24)140 )0.242140 140 )
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