基础造价计算表

单位Ⅰ

ⅡⅢ

1施工准备工作2预制力管桩3挖土机挖土4混凝土垫层

桩承台

5基础梁

6合计7桩承台

8基础梁

9合计10桩承台

11基础梁

12合计13桩承台

14基础梁

15合计

1617回填土

18房心回填

19合计20

首层

23.826.531.2二三层

39.4239.4239.42四层39.4239.4239.42首层

23.826.531.2二三层

39.4239.4239.42四层39.4239.4239.42首层

23.826.531.2二三层

39.4239.4239.42四层39.4239.4239.42首层

23.826.531.2二三层

39.4239.4239.42四层39.4239.4239.42首、有梁板94.6594.6594.65二、矩形梁58.2458.2458.24三、楼梯

45.6545.65层合计

198.54152.89198.54有梁板96.5596.5596.55矩形梁

61.2361.2361.23合计157.78157.78157.78首、有梁板94.6594.6594.65二、矩形梁58.2458.2458.24三、楼梯

45.6545.65层合计

198.54152.89198.54有梁板96.5596.5596.55矩形梁

61.2361.23

61.23

绑梁板钢筋四层浇基础混凝土拆基础模板四层支梁板模板拆柱模板序号柱地下部分施工

填土绑柱筋支柱模板浇筑混凝土绑基础钢筋支基础模板工程项目名称

工程量

139.13115.0524.08139.13115.05128.9519.96115.0524.081447.131265.6424.08139.13115.05753.122018.76

22.5724.08139.133m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3

合计157.78

157.78157.78首、有梁板94.6594.6594.65二、矩形梁58.2458.2458.24三、楼梯45.6545.65层合计198.54152.89198.54有梁板96.5596.5596.55矩形梁61.2361.2361.23合计157.78157.78157.78首、有梁板94.6594.6594.65二、矩形梁58.2458.2458.24三、楼梯45.6545.65层合计198.54152.89198.54有梁板96.5596.5596.55矩形梁61.2361.2361.23合计157.78157.78157.7815.517.3618.5210.2211.3210.8520.4525.8524.3546.17

54.5353.72

室内陶瓷

砖楼地面、踢脚内墙抹灰、墙

扇散水、台阶

1789.565675.03775.5267.8678.42

6450.53544.566045.525728.81767.54953.3775.5230.122070.922597.591266.172301.06451840.81840.820.13689.23709.3633.3844.1298.732301.06安装塑钢门窗安装门扇预制水磨石楼面台阶墙面乳胶漆墙裙油漆合计内墙面油漆顶棚乳胶漆踢脚合计外墙水泥砂浆找平层外墙涂料墙裙抹灰合计制安木门框顶棚抹灰内墙抹灰裙抹灰

高分子涂料防水层地面无筋混凝土垫层水泥砂浆找平层水泥砂浆铺花岗岩楼地面砌女儿墙屋面聚苯保温层水泥蛭石找坡屋面水泥砂浆找平层合计屋顶结构

砌砖墙构造柱浇梁板混凝土拆梁板模板砌混凝土空心砌块柱有梁板四层

四层四层矩形梁合计3m m 3

m 3m 3m 3

m 3

m 3m 3m 3

m 3

m 3m 3m 3

m 3

m 3m 3m 2m 2m 2m 2

m 2m 2

m 2

m 2m 2

m 3

坡道混凝土

349.545130.92

84.451.235185.44坡道、台阶面层

坡道嵌缝合计

散水2m 2m 2m 2m 2m 2

每天工每班工Ⅰ

Ⅱ

Ⅲ

作班次作人数

18.12工日/1000m32.008工日/m30.474工日/m31.132工日/m30.501工日/m31.915工日/m30.1台班/10m30.1台班/10m30.215工日/m30.821工日/m36.302工日/m30.220工日/m30.438工日/m3

33.43937.232543.83655.385155.385155.385155.385155.385155.385146.243451.489560.621676.5930676.5930676.5930676.5930676.5930676.593060.2380.2650.3123.942 3.942 3.9423.942 3.942 3.94219.825422.074525.989632.8368632.8368632.8368632.8368632.8368632.836863.210工日/m3303.8265303.8265303.82653.014工日m3175.5354175.5354175.53540.744工日/m333.9636

33.9636513.3255479.3619513.32553.210工日/m3309.9255309.9255309.92553.014工日m3184.5472184.5472184.5472494.4727494.4727494.47270.837工日/m379.2220579.2220579.222050.850工日/m349.50449.50449.5040.105工日/m3 4.793250 4.79325133.5193128.7261133.51930.837工日/m380.8123580.8123580.812350.850工日/m3

52.045552.0455

52.0455

1.405工日/m3

1.943工日/m3

0.1台班/10m3

0.833工日/m3时间定额

劳动量工种

142.23614278.440826.2240.0854.5425.2679.857.6424.7419.7744.5146.11103.751.150.24608.30736

329.866561.39

132.8579132.8579132.85790.9470.9470.9470.5820.5820.5820.4570.4570.4571.986 1.986 1.9860.9660.9660.9660.6120.6120.6121.578 1.578 1.5781.376工日/m3130.2384130.2384130.23841.292工日/m375.2460875.2460875.24608

0.312工日/m314.2428014.2428

219.7273205.4845219.72731.376工日/m3132.8528132.8528132.85281.292工日/m379.1091679.1091679.10916211.962211.962211.9626.032工日/m393.496104.7155111.71266.417工日/m365.5817472.6404469.624456.394工日/m3130.7573165.2849155.6939289.835

342.6409337.0314.800工日/10m31.087工日/m31.388工日/m30.443工日/m31.146工日/m36.20工日/100m23.29工日/100m21.129工日/m36.20工日/100m225.30工日/100m244.3工日/100m218.53工日/100m24.79工日/100m210工日/100m217.14工日/100m218.05工日/100m218.45工日/100m211.2工日/100m211.2工日/100m213.30工日/100m272.00工日/100m20.3工日/扇65.9工日/100m260.25工日/100m2

47.24805

738.74486392.08321829.997681037.1504200.43072635.60336103.141526.786302.9495894.07065143.07975101.94316681.79516481.33342760.64954375.70487450.805114.1296465.72249.6624749.19301758.8554144.6624419.54516113.14458142.665720.1台班/10m3

0.1台班/10m3

18.46工日/100m2 1.789工日/100m2 6.07工日/100m2

56.00工日/100m2

29.99768 73.3152 15.58947 0.02209415 11.256208

工作天数

ⅠⅡⅢ