烏珠水閘工程量計(jì)算表.xls

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)m3623.5072.5*8.6623.501閘室段m3374.4046.8*8374.401外河側(cè)m31490.88149.32*9+6*7*3.51490.8812土方回填m33624.533624.531內(nèi)河側(cè)m31009.69（31.8+43.55）*13.41009.691閘室段m3591.00（33.5+25.6）*10591.001外河側(cè)m31490.40（52.3+68.5）*8+4*4*17+6*7*61490.401大堤內(nèi)側(cè)道路填土方m3533.4427*1*6+（1.5+2.4）*5.8*0.5*24+100533.4413購買土方量m31607.691607.694前后連接段疏浚m3690.002.3*20*15690.001二.外江連接段11拋石護(hù)底m3140.008*25*0.7140.0012干砌石護(hù)坡72.0010*8*0.5+8*8*0.572.0012外河側(cè)埋石砼擋墻m311.16（3+0.5）*3.75*0.5*1.711.1613C25懸臂擋土墻立板m320.11（0.25+0.4）*3.75*0.5*（10+6.5）20.1114C25懸臂擋土墻底板m322.540.4*3*16.5+（0.35+0.6）*0.35*0.5*16.522.5415C15砼墊層m34.953*0.1*（10+6.5）4.9516碎石擠樁頭m314.853*0.3*（10+6.5）14.8517C25砼U型槽側(cè)墻m329.70（6.15+3.75）*6*0.5*0.5*229.7018C25砼U型槽底板m314.10（4+5.4）*6*0.5*0.514.1019C25砼U型槽底板齒墻m33.76（1.1+0.5）*0.5*0.5*（4+5.4）3.76110C15砼墊層m32.82（4+5.4）*6*0.5*0.12.82111松木樁（尾徑不小于80mm，長5m）根198.006*16.5/0.5198.00112預(yù)應(yīng)力砼管樁（直徑400mm，AB型）m3126.007*18126.00113外河側(cè)砼踏步m34.452.133*1.6+2.59*0.2*24.45114平面鋼模板m2238.66238.661懸臂擋土墻立板模板m2133.82（3.75+0.2+0.25+3.35+0.56）*16.5133.821懸臂擋土墻底板模板m218.98（0.75+0.4）*16.518.981U型槽側(cè)墻模板m262.21（6.15+3.75）*6*0.5*2+（0.25+0.5）*3.75*0.5*262.211U型槽底板模板m26.000.5*6*26.001外河側(cè)埋石砼擋墻模板m213.183.75*1.7+4*1.713.181砼踏步擋墻模板m24.480.15*1.6+2.12*24.48115鋼筋制安t8.598.59116塑料止水接縫板m212.52（0.5*3.75+0.4*3）*2+0.65*6.8+0.65*312.521三.閘室段11C25砼閘室底板m348.864.3*0.65*15+（0.65+1.5）*0.75*0.5*4.3*248.8612C25砼閘室側(cè)墻m3119.936.15*0.65*15*2119.9313C25砼閘室頂板m320.253*0.45*1520.2515C30砼交通橋鋪裝m33.440.1*8*4.33.441烏珠水閘工程量計(jì)算表16C15砼墊層m37.920.1*4.5*17.67.9216C25砼攔板m31.55（0.25+0.15）*0.9*0.5*4.3*21.5517檢修橋不銹鋼欄桿m17.264.3*2+1.26*6+1.117.2618預(yù)應(yīng)力砼管樁（直徑400mm，AB型）m288.0016*18288.0019平面鋼模板m2417.09417.091閘室底板模板m225.520.65*2*15+1.4*4.325.521閘室側(cè)墻模板m2364.506.15*15*2+6*15*2364.501閘室頂板模板m25.403*0.45*45.401交通橋鋪裝模板m22.460.1*4.3*2+8*0.1*22.461交通橋砼欄桿模板m219.21（0.9+0.15+1.1）*4.3*2+（0.15+0.25）*0.9*0.5*419.21110兩布一膜250g/mm/m2m275.684.3*17.675.68112止水紫銅片m33.00（4+6.25*2）*233.00113鋼筋制安t13.2413.24114塑料止水接縫板m26.370.65*6.8+0.65*36.37四.內(nèi)江連接段11拋石防沖槽m367.50（0.5+1）*5*0.5*1867.5012M7.5漿砌石護(hù)底m397.68178.85*0.5+（1+0.5）*0.5*0.5*（5.4+16.6）97.6813埋石砼擋墻恢復(fù)m381.545.4*（8.3+6.8）81.5414恢復(fù)擋墻底板砼m320.293.36*0.4*（8.3+6.8）20.2913C25懸臂擋土墻立板m319.85（0.25+0.4）*3.45*0.5*（7.1+10.6）19.8514C25懸臂擋土墻底板m321.240.4*3*（7.1+10.6）21.2415粗砂反濾層m311.683.3*0.2*（7.1+10.6）11.6816碎石反濾體m31.770.5*0.2*（7.1+10.6）1.7717C15砼墊層m35.313*0.1*（7.1+10.6）5.3118碎石擠樁頭m315.933*0.3*（7.1+10.6）15.9317C25砼U型槽側(cè)墻m328.80（6.15+3.45）*6*0.5*0.5*228.8018C25砼U型槽底板m314.10（4+5.4）*6*0.5*0.514.1019C25砼U型槽底板齒墻m33.76（1.1+0.5）*0.5*0.5*（4+5.4）3.76110C15砼墊層m32.82（4+5.4）*6*0.5*0.12.82111碎石反濾層m38.46（4+5.4）*6*0.5*0.38.46112土工布250g/m2m256.40（4+5.4）*6*0.5*256.40116埋石砼擋土墻1m3369.6015.4*24369.60117埋石砼擋土墻2m319.9912.3*1.62519.99118埋石砼擋土墻3m36.557.7*0.856.55118砼路面防護(hù)攔m311.0525.7*0.4311.05114松木樁（尾徑不小于80mm，長5m）根396.006*36+6*15*2396.0011380PVC排水管m8.600.35*（7.1+10.6）/2+0.45*6+0.7*48.60115砼預(yù)應(yīng)力管樁（直徑400mm，AB型）m126.007*18126.00116平面鋼模板m2521.47521.471懸臂擋土墻立板模板m2146.79（3.75+0.2+0.25+3.35+0.56）*（7.3+10.8）146.791懸臂擋土墻底板模板m214.480.4*2*（7.3+10.8）14.481U型槽側(cè)墻模板m261.99（6.15+3.75）*6*0.5*2+（0.25+0.5）*3.45*0.5*261.991U型槽底板模板m26.000.5*6*26.001埋石砼擋土墻1模板m2194.0412.6*15.4194.041埋石砼擋土墻2模板m234.4412.3*2.834.441埋石砼擋土墻3模板m24.627.7*0.64.621砼路面防護(hù)攔模板m259.1125.7*2.359.111217鋼筋制安t7.717.71118塑料止水接縫板m25.521.38*45.52119U型槽側(cè)壁排水管m6.000.5*6*26.001五.引堤道路11砼路面水泥石粉墊層m3208.001040*0.2208.0012C30砼路面m3239.201040*0.23239.2013草磚護(hù)坡m2345.82345.82345.8214預(yù)制砼塊護(hù)坡m2302.60302.6302.6015外河側(cè)坡面水泥石粉墊層m330.26302.6*0.130.261六.臨時工程11外河竹排圍堰填充砂土m3272.7010.1*27272.701需拆除2外河圍堰土工膜（250g/m2）m2168.505*27.2+2.5*13168.501需拆除3外河竹排樁圍堰袋裝砂m3132.574.91*27132.571需拆除4外河砂包圍堰袋裝砂m367.605.2*1367.601需拆除5內(nèi)河圍堰土工膜（250g/m2）m2126.003.5*2*18126.001需拆除6內(nèi)河圍堰填充砂m3174.609.7*18174.601需拆除9樁基工作平臺石粉墊層m363.10126.2*0.563.1010.5m厚需清除10杉樁根182.0055*2+36*2182.001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m34.757.2*2+5.6+4.7+2.55+7.534.751502回填灌