手工工程量计算书

,二、方形和异形承台,,,,,,,,,,,,,,,,,

,土壤类别：,,一、二类：,,12,三类：,3,四类,4,,,,,,,,,

,垫层厚度（M）：,,,0.1,垫层单边突出宽(M):,,,0.1,单边工作面宽(M):,,,0.3,,,,,,

序号,承台编号,每个承台桩数,桩径(m),承台个数,宽(m),长(m),高(m),承台面标高m,底版底标高m,土壤类别,挖土方高度(m),砼体积C30(m3),承台模板(m2),垫层砼C10(m3),垫层模板(m2),承台挖土(m3),回填土(m3),备注

1,CHT1-400,1,0.40,42.00,1.00,1.00,0.80,4.65,4.65,12.00,0.80,33.60,134.40,6.05,20.16,48.38,8.74,

2,CHT4-400,4,0.40,2.00,2.20,2.20,1.00,4.65,4.65,12.00,1.00,9.68,17.60,1.15,1.92,11.52,0.69,

3,CHT4f-400,4,0.40,14.00,2.20,2.20,1.00,4.65,4.65,12.00,1.00,67.76,123.20,8.06,13.44,80.64,4.82,

4,CHT4a-400,4,0.40,17.00,2.20,2.20,1.00,4.65,4.65,12.00,1.00,82.28,149.60,9.79,16.32,97.92,5.85,

5,CHT5-400,5,0.40,15.00,2.70,2.70,1.00,4.65,4.65,12.00,1.00,109.35,162.00,12.62,17.40,126.15,4.19,

6,CHT5a-400,5,0.40,12.00,2.20,3.08,1.10,4.65,4.65,12.00,1.10,89.44,139.39,9.45,13.63,103.91,5.02,

7,CHT6a-400,6,0.40,13.00,2.00,3.20,1.00,4.65,4.65,12.00,1.00,83.20,135.20,9.72,14.56,97.24,4.32,

8,CHT6b-400,6,0.40,2.00,2.00,3.60,1.00,4.65,4.65,12.00,1.00,14.40,22.40,1.67,2.40,16.72,0.65,

9,CHT8-400,8,0.40,6.00,2.88,3.20,1.20,4.65,4.65,12.00,1.20,66.36,87.55,6.28,7.78,75.40,2.76,

10,CHT12-400,12,0.40,2.00,3.20,4.40,1.40,4.65,4.65,12.00,1.40,39.42,42.56,3.13,3.20,43.79,1.24,

小计,,,,,,,,,,,,595.49,1013.90,67.92,110.81,701.67,38.26,

异形承台,,,,,,,,,,,,,,,,,,

1,CHT6-400,6,0.40,3.00,,,1.00,,,12.00,1.00,21.48,29.88,2.53,3.17,27.78,3.78,

2,CHT7-400,7,0.40,40.00,,,1.10,,,12.00,1.10,315.00,438.24,33.67,42.24,404.04,55.37,

3,CHT7a-400,7,0.40,1.00,,,1.10,,,12.00,1.10,8.57,12.65,0.78,1.23,10.35,1.01,

4,CHT9a-400,9,0.40,1.00,,,1.10,,,12.00,1.10,11.29,13.53,1.27,1.46,15.28,2.72,

5,CHT10-400,10,0.40,1.00,,,1.20,,,12.00,1.20,14.33,13.12,1.30,1.51,16.92,1.29,

小计,,,,,,,,,,,,370.66,507.43,39.55,49.61,474.38,64.16,

合计,,,,,,,,,,,,966.15,1521.33,107.47,160.42,1176.05,102.42,

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