桩承台工程量计算表

1、工工程程量量计计算算表表序序号号项项目目名名称称单单位位一一PHC-A-400PHC-A-400 95951 1CT2CT21.1混凝土工程量m31.210钢筋t1.38钢筋t1.418钢筋t2 2CT3CT32.1混凝土工程量m32.222钢筋t2.318钢筋t2.412钢筋t3 3独独立立基基础础3.1混凝土工程量m33.218钢筋t4混凝土工程量小计m35钢筋工程量小计t二二PHC-A-500PHC-A-500 1001001 1CT2CT21.110钢筋t1.28钢筋t1.318钢筋t2 2CT2aCT2a2.112钢筋t2.28钢筋t2.318钢筋t3 3CT3aCT3a3.122钢

2、筋t3.218钢筋t3.312钢筋t4 4CT4CT44.118钢筋t5 5混凝土工程量小计m36 6钢筋工程量小计tDN400DN500DN500 59计计算算公公式式4*1*0.6*2+4.45*1*0.6*2+2.4*1*0.6*2+2.2*1*0.6*2(1+0.6)*2-8*0.015+11.9*0.01*2+(0.4+0.6)*2+11.9*0.01*2)*(4+4.5+2.4+2.2)*2/0.2+1)(1-0.015*2)+11.9*0.01*2)*2*(4+4.5+2.4+2.2)*2/0.2+1)(4+4.5+2.4+2.2)*2+11.9*0.018*2)*14(2.2*

3、0.5+0.54*2.4+(2.2-0.54)/2*2.6*0.5*2)*1*4+(2.2*0.5+0.574*2.6+(2.2-0.574)/2*2.6*0.5*2)*1+(2.2*0.5+0.547*2.6+(2.2-0.547)/2*2.6*0.5*2)*1+(2.2*0.5+0.494*2.2+(2.2-0.494)/2*2.2*0.5)*1+(2.2*0.5+0.47*2.05+(2.2-0.47)/2*2.05*0.5)*1*2+(2.2*0.5+0.574*2.15+(2.2-0.574)/2*2.15*0.5)*1*2(2.2+0.3)*8*111.8*16*112.5*8*1

4、12.2*2.3*0.8+3.3*3.6*0.6+2.2*3.35*2*0.82.3/0.1*2.2+2.2/0.2*2.3+3.3/0.2*3.6+3.6/0.2*3.3+2.2/0.1*3.35+3.35/0.1*2.2(1+0.6)*2-8*0.015+11.9*0.01*2+(0.4+0.6)*2+11.9*0.01*2)*(4.25*2+2.75*9+2.8*3+4.7*2)/0.2+1)(1-0.015*2)+11.9*0.01*2)*2*(4.25*2+2.75*9+2.8*3+4.7*2)/0.2+1)(4.25*2+2.75*9+2.8*3+4.7*2)+11.9*0.018

5、*2)*14(1+1)*2-8*0.015+11.9*0.01*2+(0.4+0.6)*2+11.9*0.01*2)*(2.75*2/0.2+1)(1-0.015*2)+11.9*0.01*2)*2*(2.75*2/0.2+1)(2.75*2+11.9*0.018*2)*24(2.75+0.3)*8*112*16*112.8*8*11工工程程量量计计算算表表3.2/0.2*3.4+3.4/0.2*3.238.4146.911649.45552.104375工工程程量量综综合合单单价价合合价价备备注注15.660.4530.1260.37938.4138.410.6560.6340.19522.970.68477.0477.0481881863017630173.1263.1264300430013442134420.8780.2451.4410.1610.0270.2850.8000.7040.219工工程程量量计计算算表表0.217678.2278.224.9774.9772.54342.649375基础序序号号项项目目名名称称单单位位工工程程量量综综合合单单价价( (元元) )合合价价( (元元) )1桩径400的承台混凝土工程m381.668186679