烏珠水閘工程量計(jì)算表.xls

1、1烏珠水閘工程量計(jì)算表項(xiàng)目單位工程量計(jì)算公式計(jì)算結(jié)果擴(kuò)大系數(shù)備注一.土方工程1土方開挖m32488.782488.781內(nèi)河側(cè)m3623.5072.58.6623.501閘室段m3374.4046.88374.401外河側(cè)m31490.88149.329673.51490.8812土方回填m33624.533624.531內(nèi)河側(cè)m31009.69（31.843.55）13.41009.691閘室段m3591.00（33.525.6）10

2、591.001外河側(cè)m31490.40（52.368.5）844176761490.401大堤內(nèi)側(cè)道路填土方m3533.442716（1.52.4）5.80.524100533.4413購買土方量m31607.691607.694前后連接段疏浚m3690.002.32015690.001二.外江連接段11拋石護(hù)底m3140.008250.7140.0012干砌石護(hù)坡72.001080.5880.572.0012外河側(cè)埋石砼擋墻m311.

3、16（30.5）3.750.51.711.1613C25懸臂擋土墻立板m320.11（0.250.4）3.750.5（106.5）20.1114C25懸臂擋土墻底板m322.540.4316.5（0.350.6）0.350.516.522.5415C15砼墊層m34.9530.1（106.5）4.9516碎石擠樁頭m314.8530.3（106.5）14.8517C25砼U型槽側(cè)墻m329.70（6.153.75）60.50.5229.

4、7018C25砼U型槽底板m314.10（45.4）60.50.514.1019C25砼U型槽底板齒墻m33.76（1.10.5）0.50.5（45.4）3.76110C15砼墊層m32.82（45.4）60.50.12.82111松木樁（尾徑不小于80mm，長5m）根198.00616.50.5198.00112預(yù)應(yīng)力砼管樁（直徑400mm，AB型）m3126.00718126.00113外河側(cè)砼踏步m34.452.1331.62.5

5、90.224.45114平面鋼模板m2238.66238.661懸臂擋土墻立板模板m2133.82（3.750.20.253.350.56）16.5133.821懸臂擋土墻底板模板m218.98（0.750.4）16.518.981U型槽側(cè)墻模板m262.21（6.153.75）60.52（0.250.5）3.750.5262.211U型槽底板模板m26.000.5626.001外河側(cè)埋石砼擋墻模板m213.183.751.741.71

6、3.181砼踏步擋墻模板m24.480.151.62.1224.48115鋼筋制安t8.598.59116塑料止水接縫板m212.52（0.53.750.43）20.656.80.65312.521三.閘室段11C25砼閘室底板m348.864.30.6515（0.651.5）0.750.54.3248.8612C25砼閘室側(cè)墻m3119.936.150.65152119.9313C25砼閘室頂板m320.2530.451520.251

7、5C30砼交通橋鋪裝m33.440.184.33.441317鋼筋制安t7.717.71118塑料止水接縫板m25.521.3845.52119U型槽側(cè)壁排水管m6.000.5626.001五.引堤道路11砼路面水泥石粉墊層m3208.0010400.2208.0012C30砼路面m3239.2010400.23239.2013草磚護(hù)坡m2345.82345.82345.8214預(yù)制砼塊護(hù)坡m2302.60302.6302.6015外河

8、側(cè)坡面水泥石粉墊層m330.26302.60.130.261六.臨時(shí)工程11外河竹排圍堰填充砂土m3272.7010.127272.701需拆除2外河圍堰土工膜（250gm2）m2168.50527.22.513168.501需拆除3外河竹排樁圍堰袋裝砂m3132.574.9127132.571需拆除4外河砂包圍堰袋裝砂m367.605.21367.601需拆除5內(nèi)河圍堰土工膜（250gm2）m2126.003.5218126.001需

9、拆除6內(nèi)河圍堰填充砂m3174.609.718174.601需拆除9樁基工作平臺(tái)石粉墊層m363.10126.20.563.1010.5m厚需清除10杉樁根182.00552362182.001需拆除11基坑支護(hù)松木樁根1048.0010481048.001需拆除七.其它11DV鍍鋅灌漿管m34.757.225.64.72.557.534.751φ＝502回填灌漿面積m264.50154.364.5013永久沉降觀測點(diǎn)個(gè)12.0012.