工程量计算表

1、工程量计算表序号项目名称工程量计算式单位 单价（元）数量金额（元）备注一广场地球仪 1基础回填平整6.72*6.72*3.14m25141.80708.992夯实6.72*6.72*3.14m25141.80708.993地球仪基础砖胎模第一圈（6.72*6.72-6.6*6.6）*3.14*1.2*523块0.503150.001575.004第二圈砖砌筑（4.73*4.73-4.61*4.61）3.14*0.2*523块0.50368.12184.065第三圈砖砌筑2.72*4*0.5*0.12*523块0.50341.00170.506基础垫层C153.14*6.72*6.72m215.

2、00141.802126.967基础20厚C25砼3.14*6.72*6.72*0.2m350.0028.361417.978模板安装第二圈吊模3.14*10.06*0.2m275.006.32473.839地球仪内模板2*4*0.5m275.004.00300.0010地球仪剪力墙模板2*4*1.32+2.72*4*1.32m275.0024.921869.12地球仪内侧混凝土2.6*2*0.3*1.6+2*0.3*2*1.6m380.004.42353.2811砖墙砌筑外圈（6.42*6.42-6.06*6.06）*3.14*0.68*523块0.505017.152508.5812砖墙砌

3、筑外圈（6.3*6.3-6.03*6.03）*3.14*0.65*523块0.503553.621776.8113第二圈跌水第一级（5.06*5.06-3.23*3.23）*3.14*0.65*523块0.5016193.868096.9314跌水第二级（4.76*4.76-3.23*3.23）*3.14*0.17*523块0.503419.391709.6915跌水第三级（4.46*4.46-3.23*3.23）*3.14*0.17*523块0.502640.661320.3316跌水第四级（4.16*4.16-3.23*3.23）*3.14*0.17*523块0.501918.70959.

4、3517外面花池（7.5*7.5-7.38*7.38）*3.14*0.3*532块0.50894.84447.4218抹抹灰灰0.0019外池壁外侧3.14*12.84*0.65m222.0026.21576.5420外池壁内侧3.14*12.24*1.53m222.0058.801293.6721跌水抹灰第一级3.14*10.06*0.65m222.0020.53451.7122（10.06*10.06-9.76*9.76）*3.14m222.0018.67410.7523第二级9.76*3.14*0.17m222.005.21114.6224（9.76*9.76-9.46*9.46）*3.

5、14m222.0018.11398.3225第三级9.46*3.14*0.17m222.005.05111.0926（9.46*9.46-9.16*9.16）*3.14m222.0017.54385.8827第四级9.16*3.14*0.17m222.004.89107.5728（9.16*9.16-8.86*8.86）*3.14m222.0016.97373.45296.46*3.14*1.48m222.0030.02660.46302.72*4*1.63m222.0017.73390.16312*4*2.13m222.0017.04374.8832钢筋见钢筋下料单吨1200.004.805

6、760.0033广场排水沟混凝土浇筑62*1.4*0.2m380.0017.361388.8034排水沟模板62*0.8m275.0049.603720.0035排水沟钢筋（62/0.15*1.4*1.21+62*5*0.395）/1000吨1200.000.82987.1636广场混凝土浇筑按混凝土沟买单计算m350.00246.0012300.00二岗岗亭亭基基础础第第一一次次施施工工0.001基础平整夯实1.1*1.1*4m25.004.8424.202基础垫层 1.1*1.1*4m210.004.8448.403砖胎模砌筑1.1*4*0.3*0.12*4*523+1*8*0.12*0.

7、3*523块0.50482.00241.004基础钢筋见钢筋下料单吨0.201200.00240.005更改后基础平整夯实1.1*1.1*4m25.004.8424.206基础垫层 1.1*1.1*4m210.004.8448.407砖胎模砌筑1.1*4*0.3*0.12*4*523+1.6*8*0.12*0.3*523块0.50572.37286.198基础钢筋见钢筋下料单吨0.251200.00300.009基础混凝土浇筑1.1*1.1*0.3*4+1.6*0.3*0.2*4+0.42*0.42*0.8*4m380.002.40192.0410基础砖墙砌筑3.18*0.24*0.6*4*5

8、23块0.50957.97478.98三102102、103103消消防防车车道道0.001级配碎石平整夯实（6.3*6.3-2*2）*3.14+24.5*4+17.3*4m25.00279.271396.332路面混凝土浇筑（6.3*6.3-2*2）*3.14+24.5*4+17.3*4m310.00279.272792.67四游游泳泳池池0.001级配碎石平整夯实46.05*20.2m25.00930.214651.052 C15垫层砼浇筑46.05*20.2m310.00930.219302.103砖胎模砌筑（46.05+20.2+20.2+13+25.4+12）*0.3*0.12*52

9、3m20.502576.611288.31五临临时时工工及及零零星星工工程程量量0.001临时工 见工程量确认单工日150.0053.508025.002零星工程量见工程量确认单 1750.00六广广场场铺铺装装0.001冰裂（19.3*19.3-14.5*14.5）*3.14+168.54m2130.00677.9788136.572排水沟福建青600*60052*1.3m255.0067.603718.003600*600福建青614（33.38+42.63）/2*4.8m255.00182.4210033.324300*300福建青（20.2*20.2-19.6*19.6）*3.14+（14.5*14.5-13.9*13.9）*3.