1、旋挖鉆孔灌注樁施工主要施工明細表,序號,項目名稱,消耗量,單位,單價,合價,備注,一,施工前期準備,1,場地平整及鋪設(shè)磚渣,原有土方外運,m3,2,挖機平整場地,臺班,3,30cm厚磚渣鋪設(shè),1373.8488,m3,外購磚渣施工,11303.534,11303.534,4,50cm厚磚渣增高鋪設(shè)主干道,4964.8426,m3,外購磚渣施工,5,挖機配合鋪設(shè)磚渣,臺班,6,工人配合鋪設(shè)磚渣,工日,7,排水溝,50cm寬60cm深排水溝,215.0448,m3,土方外運,375,挖機配合開溝槽(220型）,6,臺班,1臺工作兩天,8,人工,16,工日,4人,9,集水井,1m1m1m集水井土方,

2、37,m3,37口井,20,挖機配合開溝槽(220型）,1.927083333,臺班,1臺挖機,10,2PN泥漿泵抽水,8880,臺班,每天2臺班,11,工人配合抽水,240,工日,1工人,12,鋼筋籠制作平臺,25m6m20cm厚C30砼1個,30,m3,236,7080,泵送商品混凝土,泵送費,30,m3,15,450,13,硬木模板,0.15996,m2,1176.42,188.1801432,14,鋼筋（直徑16mm三級螺紋鋼200雙向鋼筋）,2.49,T,3025.69,7533.9681,2489.5112,15,木工帶鋸機,2,臺班,34.87,69.74,2臺,17,手扶振動機

3、,2,臺班,89.65,179.3,2臺,18,鋼筋切割機（GJ40),2,臺班,50.99,101.98,2臺,19,工人,8,工日,47,376,8人,20,泥漿池砌筑及廢漿池,24m5m1.8m深泥漿池2個,432,m3,計入定額按m3算,21,24m5m1.5m深2個（泥漿池土方開挖外運）,360,m3,22,挖機開挖土方（220型）,4,臺班,1臺,23,工人,24,工日,6人,24,集土坑,10m5m1.5m深（土方開挖外運）,75,m3,可套用相關(guān)定額,25,挖機開挖,1,臺班,1臺,26,破除重車道及地墻鋼筋制作平臺之灌注樁位鋼筋混凝土，計510根，附臺班消耗量為單樁消耗量,鎬

4、頭機（220型）破除混凝土（直徑1.4m*0.3m深）,0.041666667,臺班,1191.23,49.63458333,1臺,27,破除混凝土之外運,0.4618,m3,51.84,23.939712,28,砂輪（500）切割機,0.083333333,臺班,43.54,3.628333333,2套,29,氧氣,0.3,m3,3.61,1.083,30,乙炔,0.13,kg,15.83,2.0579,31,人工清除混凝土塊及廢鋼筋,0.416666667,工日,47,19.58333333,5人,32,99.926862,二,施工階段,按直徑800mm樁計量，成孔按25m計以一根樁為準,

5、1,測量放線、定樁位,2名技術(shù)員測量放線、定樁位,0.1,工日,47,4.7,每根樁,2,旋挖鉆機定位、挖埋護筒、鋼板移位、旋挖鉆機二次復(fù)合定位,25T汽車式起重機運吊鋼板至孔口、移位,0.1875,臺班,1371.75,257.203125,6m2m.035m厚鋼板5塊,3,挖機平整場地、修補道路、鋪墊鋼板（220型）,0.15,臺班,1191.23,178.6845,鋪鋼板20分鐘,4,鉆機定位,0.025,臺班,3791.74,94.7935,5,直徑1.2m4m深12mm厚護筒,0.01153482,T,4320,49.83042437,6,25T汽車式起重機運吊護筒至孔口,0.075

6、,臺班,1110.98,83.3235,7,旋挖鉆機鉆進、吊放護筒、更換鉆頭,0.1,臺班,3791.74,379.174,8,工人配合挖埋護筒,0.21,工日,47,9.87,9,2名技術(shù)員二次測量放線、定樁位,0.1,工日,47,4.7,10,鋼板使用費（10元/噸.天）,16.485,T,2.116666667,34.89325,11,小計(成孔為12.566m3）,87.31277251,元/m3,12,直徑800mm鉆機成孔（計算基數(shù)：每根樁）,鋼板（6m2m.035m厚鋼板5塊）,16.485,T,1.83,30.16755,鉆機行走用,13,旋挖鉆機成孔（素填土）,0.0225,

7、臺班,3791.74,85.31415,14,旋挖鉆機成孔（中砂）,0.03,臺班,3791.74,113.7522,15,旋挖鉆機成孔（淤泥質(zhì)粉質(zhì)粘土）,0.045,臺班,3791.74,170.6283,16,旋挖鉆機成孔（粗砂）,0.0675,臺班,3791.74,255.94245,17,旋挖鉆機成孔（礫砂）,0.0975,臺班,3791.74,369.69465,18,旋挖鉆機成孔（強風(fēng)化泥質(zhì)粉砂巖）,0.0975,臺班,3791.74,369.69465,入巖增加,19,旋挖鉆機成孔（中風(fēng)化泥質(zhì)粉砂巖）,0.0975,臺班,3791.74,369.69465,入7m,0.6675,

8、3791.74,2530.98645,20,除砂機(泥漿制作循環(huán)設(shè)備ZX-250）,0.225,臺班,1641.9,369.4275,1臺,18.0225,47,847.0575,3378.0439521,泥漿泵（3PN）,1.125,臺班,184.99,208.11375,3臺,3.518583772,3378.04395,960.05784422,25T汽車式起重機運吊輔助設(shè)備,1.05,臺班,1371.75,1440.3375,1臺,入巖增加單價,960.057844,23,挖機內(nèi)撥轉(zhuǎn)運渣土（220型1.2m3）,0.75,臺班,1191.23,893.4225,24,自卸汽車（15T）

9、渣土內(nèi)撥轉(zhuǎn)運,0.75,臺班,850.94,638.205,7276.58,25,其他機械費,2.4,5284.2273,126.8214552,12.566,26,工人（配合成孔）,12.3525,工日,47,580.5675,27個工人,27,小計(成孔為12.566m3）,479.2124626,元/m3,579.0689161,28,成孔造漿、泥漿循環(huán)除砂（計算基數(shù)：m3）,鈉基膨潤土（810）,90,kg/m3,0.45,40.5,29,水,1,t/m3,2,2,30,CNC（羧甲基纖維素0.05）,0.5,kg/m3,12,6,0.36,31,燒堿（碳酸鈉0.3）,3,kg/m3,

10、2.67,8.01,0.765,32,攪拌機（3KW-泥漿拌合機100150L）,0.025,臺班,43.81,1.09525,1臺,33,攪拌桶（1.5m3）,0.025,臺班,40,1,1臺,1.125,0.02,0.6534,轉(zhuǎn)漿泵（2PN直徑50mm泥漿泵）,0.075,臺班,112.99,8.47425,3臺,0.026666667,0.86666666735,除砂機(泥漿制作循環(huán)設(shè)備ZX-250）,0.00375,臺班,1641.9,6.157125,1臺,0.04,1.336,泥漿管（直徑12.5cm膠管）4根樁1根管子長6m,0.14328,m,39.6,5.673888,0.

11、06,1.9537,引流槽（4根樁1段，每段8.5m長，1m寬，0.8m深）,0.135285692,m3,49.55,6.703406016,土方外運,0.086666667,2.81666666738,挖機挖引流槽（30分鐘每個槽段）（220型1.2m3）,0.001492122,臺班,1191.23,1.777460011,0.086666667,2.81666666739,其他機械費,2%,30.88137903,0.741153097,0.68,22.140,工人,0.15,工日,47,7.05,6人,41,小計(成孔為12.566m3）,95.18253212,元/m3,42,第一

12、次清孔,旋挖鉆機更換鉆頭、清孔,0.017905459,臺班,3791.74,67.89284577,1臺泥漿泵,43,泥漿泵（3PN）,0.053716378,臺班,184.99,9.936992679,3臺,44,25T吊車起吊輔組設(shè)備,0.017905459,臺班,1371.75,24.56181362,1臺,45,除砂機(泥漿制作循環(huán)設(shè)備ZX-250）,0.017905459,臺班,1641.9,29.39897342,1臺,46,鋼板（6m2m.035m厚鋼板5塊）,16.485,T,0.071621837,1.180685978,清孔用,47,工人（配合清孔）,0.37601464

13、3,工日,47,17.67268821,21個工人,48,小計(成孔為12.566m3）,150.6439997,元/m3,49,鋼筋籠制作及安放,套定額，但安裝設(shè)備為50T履帶吊，主筋采用直螺紋連接,50,第二次清孔,25T汽車吊（安裝導(dǎo)管）,0.017905459,臺班,1371.75,24.56181362,1臺,51,12m3空氣壓縮機（二次清孔）,0.017905459,臺班,542.98,9.722306223,1臺,52,300導(dǎo)管（計入其他機械費）,35,m,53,泥漿泵（3PN）,0.053716378,臺班,184.99,9.936992679,3臺,54,轉(zhuǎn)漿泵（2PN）

14、,0.053716378,臺班,112.99,6.069413497,3臺,55,儲氣罐(2m3,計入其他機械費),臺班,0,1臺,56,泥漿分離器（ZX-250）,0.017905459,臺班,1641.9,29.39897342,1臺,57,其他機械費,2%,79.68949944,1.912547987,水,1,m3,2,2,58,人工,0.250676428,工日,47,11.78179214,14人,59,小計(成孔為12.566m3）,95.38383957,元/m3,60,灌注混凝土,25T汽車吊（安裝導(dǎo)管、灌混凝土）,0.017905459,臺班,1371.75,24.5618

15、1362,61,300鋼導(dǎo)管（泥漿循環(huán)、灌注混凝土）計入其他機械費,100m,62,轉(zhuǎn)漿泵（2PN）,0.053716378,臺班,112.99,6.069413497,3臺,63,泥漿分離器（ZX-250）,0.017905459,臺班,1641.9,29.39897342,1臺,64,鋼板（6m2m.035m厚鋼板9塊）,2.361371956,T,0.071621837,0.169125797,泵車行走,65,其他機械費,2%,60.03020054,1.440724813,66,水下C30混凝土（泵送),1.2,m3,0,67,其他材料費（按鉆孔灌注樁比例執(zhí)行）,2.56%,0,68,

16、人工,0.21486551,工日,47,10.09867898,14人,69,小計(成孔為12.566m3）,71.73873013,元/m3,70,空孔加蓋及回填,20雙向150mm焊接1200*1200mm的鋼筋網(wǎng)片,4.24574248,kg,3.02569,12.84630056,71,2040料徑碎石回填空孔,0.6,m3,78.4,47.04,72,正鏟挖掘機（SG-50)裝載碎石,0.002984243,臺班,565.9,1.688783225,1輛,73,轉(zhuǎn)漿泵（2PN）,0.035810918,臺班,112.99,4.046275664,3臺,74,人工,0.107432755,工日,47,5.049339488,9人,75,小計(成孔為12.566m3）,70.67069894,元/m3,76,渣土外運,參照江西定額，自卸汽車型號為15T,1,m3,51.8