现场签证项目工程量计算表工程名称：序号项目名称及内容签证编号单位计算式单件数构件数一、建筑装饰工程14C1-2承台以上回填石屑01(1)首层建筑面积①~②m2(5.5+0.09)*(4.26+4.34+2.8+0.18)+(0.5+0.18)*0.42-1.4*0.8/264.46②~④m2(5.5*(4.26+4.34+2.8+0.18)+(0.5+0.18)*0.42-1.4*0.8/2)*2126.83④~⑤m2(5.5+0.09)*(4.26+4.34+2.8+0.18)+(0.5+0.18)*0.42-1.4*0.8/264.46小计m2(2)基础梁混凝土C25JL1(200*500)m3(4.34-0.09*2)*0.2*(0.5-0.12)*41.26JL2(200*500)m3(2.8-0.09*2)*0.21*(0.5-0.1)*40.88JL3(200*500)m3(2.8-0.09*2)*0.21*(0.5-0.1)*40.88JKL1(180*500)m3(5.5-0.09-0.31)*0.2*(0.5-0.12)*10.39JKL2(180*500)m3(5.5-0.09*2)*0.2*(0.5-0.12)*20.81KL3(1)(180*500)m3(5.5-0.09-0.31)*0.2*(0.5-0.12)*10.39KL4(1)(180*500)m3(5.5-0.09*2)*0.2*(0.5-0.12)*41.62KL5(1)(180*500)m3(5.5-0.09*2)*0.2*(0.5-0.1)*41.70KL6(1)(180*500)m3(5.5-0.09-0.31)*0.2*(0.5-0.1)*10.41KL7(1)(180*500)m3(5.5-0.09*2)*0.2*(0.5-0.1)*10.43KL7(180*500)m3(5.5-0.09*2)*0.2*(0.5-0.1)*20.85JKL7(3B)(180*500)m3(1.33+4.26+4.34+2.8+1.32-0.4*4)*0.2*(0.5-0.12)*21.89KL8(180*500)m3(1.33+4.26+4.34+2.8+1.32-0.4*4)*0.2*(0.5-0.12)*21.89KL8(4B)(180*700)m3(1.33+1.32+3.2+2.8-0.09*2-0.6-0.7)*0.2*(0.5-0.1)+(4.26+4.34-0.51-0.61-0.7-0.09)*0.2*(0.5-0.12)1.08小计(3)土石方回填(承台以上)m3255.75*0.45-14.48100.614C1~4C2室内回填石屑合计m3100.61/22样板房装修外墙脚手架02(1)单排脚手架3CS1-2m2((3.4+3.6)*4+2.5*4+4*3+1.2+1.6*4+1.5*4+(1.2+2.8)*2+4)*(3.2+3+0.3)491.401.003CS1-2(第二次搭设)m2同上491.401.004C1~2m2(6*4+1.8+2.1+4.26+4.34+2.8+1.32+1.8*2+4)*(3.2+3+2.8+0.3)448.451.005CL1~2m2(2.8+0.81+3.3*2+2.8+0.9+0.6+3+1.5+1.9+4.8+4)*(0.3+3.2+3+2.8)276.301.00小计(2)综合脚手架面积m2(0.9+2.8+3.3*2+2.8+0.81+4)*(0.3+3.2+3+2.5)161.191.00小计3修补CL型别墅采光棚与围护墙缝隙03(1)1：2水泥砂浆填缝m2.04*2+3.47.4824.00(2)变形缝m2.04*2+3.47.4824.00(3)砖砌体m3(2.04*2+3.4)*0.15*0.150.1724.00(4)墙面抹灰m2(2.04*2+3.4)*(0.15+0.15)2.2424.00(5)外墙涂料m2(2.04*2+3.4)*(0.15+0.15)2.2424.004拆除5CL3后花园钢筋混凝土04(1)拆除钢筋混凝土m3签证工程量(2.3*1.13*0.2)5第二次补强加固CS入户平台板05(1)飘板陶粒混凝土拆除m33.8*2.4*0.35+3.2*2.1*0.154.209.00(2)浇筑混凝土m31.92*3.8*((0.21+0.12)/2)*21.209.00(3)钢筋制作安装t(4)钢筋植筋根Φ14：225根，Φ8：180根（5）模板制作安装、拆除m2(3.8*0.12+1.92*((0.21+0.12)/2)*2)1.099.006人工凿低窗台水泥砂浆06(1)CS型别墅m21.2*0.13*2+2.1*0.13*3+0.6*0.131.20