隐蔽工程现场收方计量资料收集表Word文档下载推荐.docx

1、XXXXXXXX建设工程管理有限公司 编 号： 记录表23验收工程项目名称XXXXXXXXXXX场内施工道路工程（标段）桩号及工程部位K0+200段冲沟挡墙基础简图（必须有施工平面图、断面图及各部位详细尺寸标注，附图）见附图。工程数量计算1-1断面M7.5浆砌石：（0.6+0.6+1.27*0.2）*1.27/2*4=3.693m。2-2断面M7.5浆砌石：（0.6+0.6+2.195*0.2）*2.195/2*4=7.196m3-3断面M7.5浆砌石：（0.6+0.6+4.707*0.2）*4.707/2*4.5=22.681m4-4断面M7.5浆砌石：（0.6+0.6+4.997*0.2）

2、*4.997/2*5=27.479m5-5断面M7.5浆砌石：（0.6+0.6+4.533*0.2）*4.533/2*4.3=20.533m6-6断面M7.5浆砌石：（0.6+0.6+2.748*0.2）*2.748/2*3.4=8.174m7-7断面M7.5浆砌石：（0.6+0.6+1.594*0.2）*1.594/2*3.1=3.753m合计：M7.5浆砌石93.511m承包人参加人员监理工程师测量（量测）监理员记录测量专业监理工程师计算专业监理工程师技术负责人计量专业监理工程师设计代表业主代表备注XXXXXXX建设工程管理有限公司 编 号：XXXXXXX场内施工道路工程（标段）K0+40

3、0段冲沟挡墙基础（0.6+0.6+2*0.2）*2/2*4.1=6.554m（0.6+0.6+3.745*0.2）*3.745/2*5=18.248m（0.6+0.6+1.839*0.2）*1.839/2*4=5.766m（0.6+0.6+1.12*0.2）*1.12/2*3.6=2.871mM7.5浆砌石33.443mK0+470段冲沟1#挡墙基础（0.6+0.6+3.7*0.2）*3.7/2*10=35.89m（0.6+0.6+2.906*0.2）*2.906/2*4.2=10.868mM7.5浆砌石46.758mK0+685K0+720.5段挡墙基础（0.6+0.6+1.42*0.2）*

4、1.42/2*18.8=19.807m（0.6+0.6+1.248*0.2）*1.248/2*5.7=5.158m（0.6+0.6+1.321*0.2）*1.321/2*11=10.635mM7.5浆砌石35.6mK1+100冲沟1号挡墙基础（0.6+0.6+1.686*0.2）*1.686/2*1.7=2.203m（0.6+0.6+2.155*0.2）*2.155/2*5.2=9.138m（0.6+0.6+1.602*0.2）*1.602/2*2.5=3.043m（0.6+0.6+1.12*0.2）*1.12/2*2.5=1.994mM7.5浆砌石16.378mK1+100冲沟2号挡墙基础（

5、0.6+0.6+1.358*0.2）*1.358/2*6=5.996m（0.6+0.6+3.476*0.2）*3.476/2*4=13.177m（0.9+0.9+6.532*0.2）*6.532/2*6.5=66.373m（0.6+0.6+4.324*0.2）*4.324/2*4.3=19.194m（0.6+0.6+1.12*0.2）*1.12/2*5=3.987m108.728mK1+100冲沟3号挡墙基础（0.6+0.6+1.661*0.2）*1.661/2*5.2=6.616m（0.6+0.6+4.623*0.2）*4.623/2*2.5=12.276m（0.6+0.6+5.874*0.

6、2）*5.874/2*6=52.772m（0.9+0.9+4.936*0.2）*4.936/2*3=16.193m（0.6+0.6+3.701*0.2）*3.701/2*3=10.772m（0.6+0.6+1.24*0.2）*1.24/2*2.5=2.244mM7.5浆砌石100.873mK10+550K10+579.2段挡墙墙基础（0.6+0.6+2.209*0.2）*2.209/2*8.4=15.234m（0.6+0.6+3.777*0.2）*3.777/2*9.7=35.822m（0.6+0.6+3.791*0.2）*3.791/2*7.6=28.208m（0.6+0.6+2.838*0.2）*2.838/2*3.5=8.777mM7.5浆砌石88.042m