隐蔽工程现场收方计量资料收集表Word文档下载推荐.docx
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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(Ⅱ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=3.693m³
。
2-2断面M7.5浆砌石:
(0.6+0.6+2.195*0.2)*2.195/2*4=7.196m³
3-3断面M7.5浆砌石:
(0.6+0.6+4.707*0.2)*4.707/2*4.5=22.681m³
4-4断面M7.5浆砌石:
(0.6+0.6+4.997*0.2)*4.997/2*5=27.479m³
5-5断面M7.5浆砌石:
(0.6+0.6+4.533*0.2)*4.533/2*4.3=20.533m³
6-6断面M7.5浆砌石:
(0.6+0.6+2.748*0.2)*2.748/2*3.4=8.174m³
7-7断面M7.5浆砌石:
(0.6+0.6+1.594*0.2)*1.594/2*3.1=3.753m³
合计:
M7.5浆砌石93.511m³
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(Ⅱ标段)
K0+400段冲沟挡墙基础
(0.6+0.6+2*0.2)*2/2*4.1=6.554m³
(0.6+0.6+3.745*0.2)*3.745/2*5=18.248m³
(0.6+0.6+1.839*0.2)*1.839/2*4=5.766m³
(0.6+0.6+1.12*0.2)*1.12/2*3.6=2.871m³
M7.5浆砌石33.443m³
K0+470段冲沟1#挡墙基础
(0.6+0.6+3.7*0.2)*3.7/2*10=35.89m³
(0.6+0.6+2.906*0.2)*2.906/2*4.2=10.868m³
M7.5浆砌石46.758m³
K0+685——K0+720.5段挡墙基础
(0.6+0.6+1.42*0.2)*1.42/2*18.8=19.807m³
(0.6+0.6+1.248*0.2)*1.248/2*5.7=5.158m³
(0.6+0.6+1.321*0.2)*1.321/2*11=10.635m³
M7.5浆砌石35.6m³
K1+100冲沟1号挡墙基础
(0.6+0.6+1.686*0.2)*1.686/2*1.7=2.203m³
(0.6+0.6+2.155*0.2)*2.155/2*5.2=9.138m³
(0.6+0.6+1.602*0.2)*1.602/2*2.5=3.043m³
(0.6+0.6+1.12*0.2)*1.12/2*2.5=1.994m³
M7.5浆砌石16.378m³
K1+100冲沟2号挡墙基础
(0.6+0.6+1.358*0.2)*1.358/2*6=5.996m³
(0.6+0.6+3.476*0.2)*3.476/2*4=13.177m³
(0.9+0.9+6.532*0.2)*6.532/2*6.5=66.373m³
(0.6+0.6+4.324*0.2)*4.324/2*4.3=19.194m³
(0.6+0.6+1.12*0.2)*1.12/2*5=3.987m³
108.728m³
K1+100冲沟3号挡墙基础
(0.6+0.6+1.661*0.2)*1.661/2*5.2=6.616m³
(0.6+0.6+4.623*0.2)*4.623/2*2.5=12.276m³
(0.6+0.6+5.874*0.2)*5.874/2*6=52.772m³
(0.9+0.9+4.936*0.2)*4.936/2*3=16.193m³
(0.6+0.6+3.701*0.2)*3.701/2*3=10.772m³
(0.6+0.6+1.24*0.2)*1.24/2*2.5=2.244m³
M7.5浆砌石100.873m³
K10+550—K10+579.2段挡墙墙基础
(0.6+0.6+2.209*0.2)*2.209/2*8.4=15.234m³
(0.6+0.6+3.777*0.2)*3.777/2*9.7=35.822m³
(0.6+0.6+3.791*0.2)*3.791/2*7.6=28.208m³
(0.6+0.6+2.838*0.2)*2.838/2*3.5=8.777m³
M7.5浆砌石88.042m³