1#地塊基坑支護工程數(shù)量明細表（不含土石方、含計算式）,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

序號,名稱,單位,1-1剖面（支護長度45.10米）,2-2剖面（支護長度34.50米）,3-3剖面（支護長度20.00米）,4-4剖面（支護長度178.10米）,5-5剖面（支護長度50.40米）,6-6剖面（支護長度109.40米）,7-7剖面（支護長度138米）,8-8剖面（支護長度41.2米）,合計,設計數(shù)量表,施工圖計算數(shù)量,設計計算數(shù)量,施工圖計算數(shù)量,量差,備注,,名稱,匯總,單位,

,,,,,,,,,,,,,,,,,,,,,,,

1,300*300磚砌排水溝,m3,19.213,4.899,2.840,50.438,21.410,46.604,58.788,17.551,221.743,,,,,,,,磚砌,265.601,m3,

2,300*300磚砌排水溝M10砂漿抹面（厚20mm）,m3,3.193,0.814,0.472,8.406,3.447,7.746,9.770,2.917,36.766,,,,,,,,M10砂漿抹面（厚20mm）,173.367,m3,

3,300*300磚砌排水溝60mm碎石墊層,m3,4.708,1.201,0.696,12.396,5.262,74.061,14.407,4.301,117.032,,,,,,,,碎石墊層,127.106,m3,

4,中置φ8@200鋼筋網(wǎng)片,kg,3175.435,1376.378,797.900,8977.877,3251.403,8113.071,10067.997,2854.460,38614.520,,,,,,,,HPB300φ8,46436.578,kg,46.437

,HRB400φ14鋼筋釘,kg,567.538,70.629,41.071,1007.930,691.152,1483.944,1736.592,438.698,6037.554,,,,,,,,HRB400φ14,17337.183,kg,17.337

,HRB400φ14縱向拉筋,kg,\,301.160,174.586,1678.923,1332.936,3306.192,\,\,6793.797,,,,,,,,HRB400φ25,38447.324,kg,38.447

,HRB400φ14橫向拉筋,kg,\,281.083,162.947,1508.507,670.824,1720.862,\,\,4344.223,,,,,,,,HRB400φ22,54309.451,kg,54.309

,冠梁預埋HRB400φ14,kg,\,23.854,13.829,123.904,\,\,\,\,161.587,,,,,,,,HRB400φ20,14406.447,kg,14.406

5,坑頂輕質(zhì)圍擋（高2m）,m,45.100,34.500,20.000,178.100,50.400,109.400,138.000,41.200,616.700,,,,,,,,HRB400φ16,5.688,kg,0.006

6,噴射C20砼（厚80mm）,㎡,803.908,348.450,202.000,2198.466,963.648,2047.421,2548.860,606.052,9718.805,,,,,,,,HRB400φ10,9626.074,kg,9.626

7,泄水孔φ48鋼管@1500,kg,305.778,\,\,\,341.712,741.732,935.640,279.336,2604.198,,,,,,,,坑頂輕質(zhì)圍擋（高2m）,616.700,m,

,泄水孔@1500,個,150.333,\,\,\,170.000,365.000,460.000,137.333,1282.667,,,,,,,,噴射C20砼（厚80mm）,9718.805,㎡,

,尼龍紗布,m2,15.826,\,\,\,17.936,38.509,48.532,14.454,135.256,,,,,,,,泄水孔φ48鋼管@1500,2604.198,kg,2.604

8,φ650三軸水泥土攪拌樁(L=12000@450),m,1202.667,\,\,\,\,\,3680.000,1098.667,5981.333,,,,,,,,尼龍紗布,1595.921,m2,

,"冠梁C15素混凝土墊層厚100,按超出梁邊100計算",m3,\,4.830,2.800,24.934,\,\,\,\,32.564,,,,,,,,φ650三軸水泥土攪拌樁,13546.622,m,

9,冠梁C30砼1200*800,m3,\,33.120,19.200,341.952,\,\,\,\,394.272,,,,,,,,C15素混凝土墊層,45.464,m3,

,冠梁HRB400φ25,kg,\,1328.250,770.000,13713.700,\,\,\,\,15811.950,,,,,,,,C30砼,3992.691,m3,

,冠梁HPB300φ8,kg,\,691.784,401.058,5405.875,\,\,\,\,6498.717,,,,,,,,冠梁內(nèi)插500*200*10*16H型鋼,8359.050,m,

,冠梁內(nèi)插500*200*10*16H型鋼,m,\,320.250,\,8038.800,\,\,\,\,8359.050,,,,,,,,C20砼,75.755,m3,

10,角撐梁C30砼800*800,m3,\,57.050,\,\,\,\,\,\,57.050,,,,,,2-2包含3-3剖面,,φ325鋼管換撐,13803.900,kg,13.804

,支撐連梁C30砼700*700,m3,\,17.346,\,\,\,\,\,\,17.346,,,,,,2-2包含3-3剖面,,鋼立柱500*500,13.500,m,

,支撐連梁HRB400φ25,kg,\,7401.702,\,\,\,\,\,\,7401.702,,,,,,2-2包含3-3剖面,,排水盲溝φ200pvc管,772.600,m,

,支撐連梁HRB400φ22,kg,\,3388.951,\,\,\,\,\,\,3388.951,,,,,,2-2包含3-3剖面,,排水盲溝填筑狗頭石,61.249,m3,

,支撐連梁HRB400φ20,kg,\,606.479,\,\,\,\,\,\,606.479,,,,,,2-2包含3-3剖面,,排水盲溝夯填黏土隔水層,7.520,m3,

,支撐連梁HPB300φ8,kg,\,658.505,\,\,\,\,\,\,658.505,,,,,,2-2包含3-3剖面,,集水井內(nèi)填500厚砂卵礫石,4.419,m3,

11,腰梁C30砼800*900,m3,\,24.840,14.400,\,\,\,\,\,39.240,,,,,,,,預制集水井D=800（間距30米設置一口;高2000mm）,32.200,m,

,腰梁HRB400φ25吊筋,kg,\,,,,\,\,\,\,0.000,,,,,,,,,,,

,腰梁HRB400φ25（包含錨入樁內(nèi)和腰梁）,kg,\,2694.453,1562.099,\,\,\,\,\,4256.552,,,,,,,,,,,

,腰梁HRB400φ20,kg,\,681.720,395.200,\,\,\,\,\,1076.920,,,,,,,,,,,

,腰梁HPB300φ8@200,kg,\,333.874,193.550,\,\,\,\,\,527.424,,,,,,,,,,,

12,C20砼填充,m3,\,47.955,27.800,\,\,\,\,\,75.755,,,,,,,,,,,

13,φ325鋼管換撐,kg,\,13803.900,\,\,\,\,\,\,13803.900,,,,,,,,,,,

14,φ650三軸水泥土攪拌樁(L=17000@450),m,\,1303.333,755.556,\,\,\,\,\,2058.889,,,,,,,,,,,

15,φ1000旋挖灌注樁C30砼(L=20000@14000),m3,\,395.876,\,\,\,\,\,\,395.876,,,,,,,,,,,

,φ1000旋挖灌注樁HRB400φ22通長縱筋,kg,\,29415.275,\,\,\,\,\,\,29415.275,,,,,,,,,,,

,φ1000旋挖灌注樁HRB400φ20@1500加強筋,kg,\,2333.763,\,\,\,\,\,\,2333.763,,,,,,,,,,,

,φ1000旋挖灌注樁HRB400φ10螺旋箍筋,kg,\,5717.716,\,\,\,\,\,\,5717.716,,,,,,,,疑問：1、2-2剖面HRB400φ25吊筋尺寸為明確，間距是否等同于樁距。2、冠梁GL1配筋圖是否沿用冠梁GL3配筋圖。3、基坑支護結構是否抗震。4、降水井及φ200PVC排水管平面布置情況未說明。5、圖紙標注為60厚碎石墊層，設計說明為60厚C10素混凝土墊層。6、支撐連梁LL配筋大樣梁底面主筋是否為10φ22還是7φ22。7、標注單位未統(tǒng)一，標注有誤，如旋挖樁φ1000，L=20000@14000。,,,

16,立柱樁φ1000C30砼（12米）,m3,\,9.420,\,\,\,\,\,\,9.420,,,,,,,,,,,

,鋼立柱500*500,m,\,13.500,\,\,\,\,\,\,13.500,,,,,,,,,,,

,L=12M立柱樁φ1000HRB400φ22主筋,kg,\,572.816,\,\,\,\,\,\,572.816,,,,,,,,,,,

,立柱與鋼立柱樁連接筋HRB400φ16,kg,\,5.688,\,\,\,,\,\,5.688,,,,,,,,,,,

,立柱樁φ1000HRB400φ14@2000加強筋,kg,\,0.022,\,\,\,\,\,\,0.022,,,,,,,,,,,

,立柱樁φ1000HPB300φ10箍筋,kg,\,148.210,\,\,\,\,\,\,148.210,,,,,,,,,,,

17,φ1000旋挖灌注樁C30砼(L=22000@14000),m3,\,\,229.962,\,\,\,\,\,229.962,,,,,,,,,,,

,φ1000旋挖灌注樁HRB400φ22通長縱筋,kg,\,\,18790.534,\,\,\,\,\,18790.534,,,,,,,,,,,

,φ1000旋挖灌注樁HRB400φ20@1500加強筋,kg,\,\,1495.314,\,\,\,\,\,1495.314,,,,,,,,,,,

,φ1000旋挖灌注樁HRB400φ10螺旋箍筋,kg,\,\,3654.524,\,\,\,\,\,3654.524,,,,,,,,,,,

18,φ200PVC排水管,m,,\,\,\,\,\,,,0.000,,,,,,,,,,,

19,400厚連板C30砼,m3,\,\,\,85.488,\,\,\,\,85.488,,,,,,,,,,,

,HRB400φ25@200上下雙層布置,kg,\,\,\,10977.120,\,\,\,\,10977.120,,,,,,,,,,,

,HRB400φ20,kg,\,\,\,6158.698,\,\,\,\,6158.698,,,,,,,,,,,

,HPB300φ8,kg,\,\,\,137.413,\,\,\,\,137.413,,,,,,,,,,,

20,φ650三軸水泥土攪拌樁(L=14000@450),m,\,\,\,\,1582.000,\,\,\,1582.000,,,,,,,,,,,

21,φ650三軸水泥土攪拌樁(L=13000@450),m,\,\,\,\,\,3172.000,\,\,3172.000,,,,,,,,,,,

22,一級沉淀池碎石墊層（厚10cm）,m3,\,\,\,1.452,0.968,\,1.936,2.904,7.260,,,,,,,,,,,

,一級沉淀池C15砼墊層（厚15cm）,m3,\,\,\,1.800,1.200,\,2.400,3.600,9.000,,,,,,,,,,,

,一級沉淀池M7.5砂漿機制磚砌（240mm）,m3,\,\,\,4.251,4.284,\,9.126,13.689,31.349,,,,,,,,,,,

,一級沉淀池內(nèi)側M10水泥砂漿抹面（20mm）,m2,\,\,\,25.536,21.037,\,8.208,12.312,67.093,,,,,,,,,,,

23,四級沉淀池碎石墊層（厚10cm）,m3,1.474,\,\,\,\,1.340,\,\,2.814,,,,,,,,,,,

,四級沉淀池C15砼墊層（厚15cm）,m3,1.950,\,\,\,\,1.950,\,\,3.900,,,,,,,,,,,

,四級沉淀池M7.5砂漿紅磚砌筑（240mm）,m3,6.326,\,\,\,\,6.182,\,\,12.508,,,,,,,,,,,

,四級沉淀池內(nèi)側M10水泥砂漿抹面（20mm）,m2,38.782,\,\,\,\,30.726,\,\,69.508,,,,,,,,,,,

24,排水盲溝φ200pvc管,m,42.400,34.500,20.000,356.200,50.400,89.900,138.000,41.200,772.600,,,,,,,,,,,

,排水盲溝填筑狗頭石,m3,3.563,2.726,1.580,28.140,3.982,7.102,10.902,3.255,61.249,,,,,,,,,,,

,排水盲溝夯填黏土隔水層,m3,0.437,0.335,0.194,3.455,0.489,0.872,1.339,0.400,7.520,,,,,,,,,,,

,60目尼龍網(wǎng)3-4層,m2,84.968,64.998,37.680,671.081,94.954,169.372,259.992,77.621,1460.665,,,,,,,,,,,

25,集水井內(nèi)填500厚砂卵礫石,m3,0.251,0.251,\,1.256,0.500,0.754,1.156,0.251,4.419,,,,,,,,,,,

,預制集水井D=800（間距30米設置一口;高2000mm）,m,1.700,1.700,\,9.880,3.400,6.000,7.820,1.700,32.200,,,,,,,,,,