《工程签证单范本样稿.docx》由会员分享,可在线阅读,更多相关《工程签证单范本样稿.docx(3页珍藏版)》请在第壹文秘上搜索。
1、工程签证单分部分项工程名称新增纵向矩形沟部位起至桩号DK6+925DK7+825施工单位中铁十七局监理单位南京一点元工程监理有限公司工程量计算:我单位现已完成矩形沟DK7+003DK7+825、DK6+925DK7+781.2段,其中DK7+003DK7+400为原图纸设计,其他为新增矩形沟,具体公式见附件序号清单编号项目名称及工作内容单位工程量计算式1土方外运m32274.72浆砌块石底板和墙身m3944.6523C15碎压顶m3131.24盖板钢筋kg3456.795盖板C15混凝土m380.4786回填土m31078.557泄水管d=0.5mm896.78沉降缝M7.5砂浆塞缝m34.4
2、89沉降缝沥青木板m2401.9210砂浆抹面m310.412施工单位签证意见项目经理签字:年月日监理单位签证意见项目总监签字:年月日建设单位签证意见业主代表签字:年月日工程名称:毛山丽舍公寓编号:一、土方外运:1、DK7+400DK7+775:2、DK7775-DK7+825:3、DK6+925DK7+750:矩形沟工程量计算公式S=(1.6+10.33)1=1.93m2S=(1.7+1.250.33)XI.25=2.641m2S=(1.6+0.860.33)0.86=1.62m24、DK7+750DK7+781.2:S=(1.71.250.33)XI.25=2.641m2V=375l.93
3、+50X2.641+825X1.62+31.2X2.641=2274.7m3二、浆砌块石底板和墙身:1、DK7+400DK7+775:S=(1.1+1.1+0.4)0.3=0.78mj2、DK7775-DK7+825:S=(1.35+1.35+0.5)XO.3=0.96m23、DK6+925DK7+750:S=(0.96+0.96+0.4)XO.3=0.696m24、DK7+750DK7+781.2:S=(1.35+1.35+0.5)0.3=0.96m2V=3750.78+50X0.96+825X0.696+31.2X0.96=944.652m3三、C15混凝土垫座:V=O.1024(375+
4、50+825+31.2)=131.2m3四、盖板:每块盖板工程量:钢筋b=0.4m,重1.332kgb=O.5m,重1.595kgC15混凝土0.0314m3,详见下一页b=0.4m,总长1200m,共计2400块盖板,钢筋重2400义1.332=3196.8kgb=0.5m,总长81.2m,共计163块盖板,钢筋重163X1.595=259.985kg总计钢筋重量3456.79kgC15混凝土,(2400+163)o.0314=80.478m3五、回填土:1、DK7+400DK7+775:S=(0.6+l0.33)1=0.93m22、DK7+775DK7+825:S=(0.6+1.250.3
5、3)X1.25=1.266m23、DK6+925DK7+750:S=(0.6+0.860.33)XO.86=0.76m24、DK7+750DK7+781.2:S=(0.6+1.25X0.33)X1.25=1.266m2V=3750.93+50X1.266825X0.76+31.2X1.266=1078.55m3六、泄水管d=0.05m,1=0.35m,每米每边一个,矩形沟总长1281.2m,共计1281X2X0.35=896.7m七、沉降缝每20m设一道沉降缝,1281.22=640.6,共640M7.5砂浆塞缝V=6200.007=4.48m3沥青木板s=64o.628=401.92m2八、M7.5砂浆抹面b=0.4m,V=0.008m3m(375+825)m=9.6m3;b=0.5m,V=0.Olm3m(50+31.2)m=0.812m3;总计v=9.6+0.812=10.412m3