隐蔽工程现场收方计量记录表Word文档格式.docx
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隐蔽工程现场收方计量记录表Word文档格式.docx
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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建设工程管理编号:
XXXXXXX场施工道路工程(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
K10+665—K10+720段挡墙基础
(0.6+0.6+2.245*0.2)*2.245/2*11.9=22.022m³
(0.6+0.6+2.748*0.2)*2.748/2*25.5=61.302m³
(0.6+0.6+2.221*0.2)*2.221/2*9.1=16.615m³
(0.6+0.6+1.68*0.2)*1.68/2*8.5=10.968m³
M7.5浆砌石110.907m³
K11+480弃土场挡墙基础
(0.6+0.6+2.012*0.2)*2.012/2*7.5=12.089m³
(0.6+0.6+3.661*0.2)*3.661/2*5.5=19.455m³
(0.6+0.6+4.563*0.2)*4.563/2*7.3=35.183m³
(0.6+0.6+2.708*0.2)*2.708/2*11=25.945m³
M7.5浆砌石92.673m³
K12+352.2—K12+403段挡墙基础
(0.6+0.6+1.505*0.2)*1.505/2*9.5=10.732m³
(0.6+0.6+2.064*0.2)*2.064/2*27=44.949m³
(0.6+0.6+1.665*0.2)*1.665/2*14=17.87m³
M7.5浆砌石73.551m³
K13+000段渣场挡墙基础及换填
1-1断面
M7.5浆砌石:
1*3*10=30m³
砂砾石换填:
0.2*4.2*10=8.4m³
2-2断面
1*3*12=36m³
0.2*4.2*12=10.08m³
3-3断面
102m³
28.56m³
K13+700段渣场挡墙基础及换填
1*3*17=51m³
0.2*4.6*17=15.64m³
0.2*(3.7+3.5)/2*17=12.24m³
1*3*6=18m³
0.2*(3.7+3.5)/2*6=4.32m³
120m³
32.2m³
K13+979—K14+022段挡墙基础
(0.6+0.6+3.21*0.2)*3.21/2*7.5=22.177m³
(0.6+0.6+4.383*0.2)*4.383/2*7.5=34.137m³
(0.9+0.9+5.139*0.2)*5.139/2*13=94.455m³
(0.6+0.6+2.787*0.2)*2.787/2*15=36.727m³
187.495m³
(0.6+0.6+5.139*0.2)*5.139/2*13=94.455m³
K14+109—14+141段挡墙基础
(0.6+0.6+2.234*0.2)*2.234/2*8=14.717m³
(0.6+0.6+4.383*0.2)*4.383/2*24=54.577m³
69.293m³
K14+375.033—K14+402.356段挡墙基础
(0.6+0.6+1.491*0.2)*1.491/2*5.87=6.558m³
(0.6+0.6+1.789*0.2)*1.789/2*13.69=19.07m³
(0.6+0.6+1.456*0.2)*1.456/2*8.64=9.38m³
35.008m³
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