擋土墻工程數(shù)量表序號位置擋墻形式高度長度墻身砼基坑回填砼PVC管備注(m3)(m3)(m)1成渝高速K2+160～K2+170俯斜式H=3.0m10.049.713.49.82成渝高速K2+170～K2+210俯斜式H=5.0m40.0557.653.4130.03成渝高速K2+210～K2+220俯斜式H=3.0m10.049.713.49.84B匝道BK0+505.5～BK0+515左側(cè)衡重式路肩墻H=7.5m9.5166.323.869.55B匝道BK0+515～BK0+550左側(cè)衡重式路肩墻H=8.0m35.0670.387.5364.06B匝道BK0+550～BK0+570左側(cè)衡重式路肩墻H=6.0m20.0232.450.0117.07B匝道BK0+570～BK0+600左側(cè)衡重式路肩墻H=4.0m30.0170.140.178.08D匝道K0+180～K0+190右側(cè)衡重式路肩墻H=6.5m10.0137.025.063.49D匝道K0+190～K0+225右側(cè)衡重式路肩墻H=10.5m35.01148.0210.00597.210D匝道K0+225～K0+245右側(cè)衡重式路肩墻H=13.0m20.0986.4240.0050711D匝道K0+245～K0+255右側(cè)衡重式路肩墻H=9.0m10.0247.828.0011712D匝道K0+255～K0+260右側(cè)衡重式路肩墻H=4.0m5.028.46.681313C匝道CK0+170～K0+200左側(cè)俯斜式路肩墻H=7.0m30.0655.879.20204.7514C匝道CK0+200～K0+220左側(cè)俯斜式路肩墻H=6.0m20.0325.446.0011715C匝道CK0+220～K0+240.83左側(cè)俯斜式路肩墻H=5.0m20.8234.141.6667.697516C匝道CK0+247.25～K0+280左側(cè)俯斜式路肩墻H=3.0m32.8132.658.9531.9312517C匝道CK0+280～K0+300左側(cè)俯斜式路肩墻H=1.5m32.865.543.75018D匝道DK0+448～K0+457.751俯斜式路肩墻H=2.0m9.819.613.096.3719D匝道DK0+448～K0+433俯斜式路肩墻H=5.0m15.0168.630.0048.7520F匝道FK0+031.7～K0+037.3俯斜式路肩墻H=4.5m5.662.911.2016.3821改路一K+030—K0+060俯斜式路肩墻H=3.0m30.0121.540.0829.2522改路三K+080—K0+140俯斜式路肩墻H=3.0m60.0243.030.0058.523改路三K+140—K0+190俯斜式路肩墻H=6.0m50.0813.5100.00292.5序號工種名稱人數(shù)（名）序號工種名稱人數(shù)（名）1技術(shù)人員16木工202施工人員27石工23庫管18普工104保衛(wèi)29混凝土工65電工1序號機(jī)械名稱規(guī)格