泾沧公路沙桃段L1标

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1、L1标路基边沟完成工程量表一序号起讫桩号截面尺寸（cm）长度（m）左侧右侧1K0+275~K0+37360*60982K0+286~K0+43960*601533K0+550~K0+97060*60380.54K0+558~K0+97260*60403.55K1+047~K1+11160*6063.66K1+395~K1+88560*604887K1+965~K2+14560*601808K2+185~K2+21560*60309K2+220~K2+22660*606米路口10K2+474~K2+48060*606米路口11K2+267~K2+64360*6037612K2+490~

2、K2+67760*60186.613K3+020横向暗沟60*60302814K3+110~K3+18260*607215K3+196~K3+33760*6014116K3+360~K3+50060*6014017K3+530~K3+58460*605418K3+688~K4+237.560*60549.519K4+110~K4+31060*6018920K4+377.5~K4+426.560*604921K4+495.5~K4+673.560*6017822K4+380房至房后沟60*602523K4+405~K4+81060*6040524K4+870~K5+02560*6014

3、9.525K4+885~K4+92060*603526K5+355~K5+62060*6026527K5+360~K5+61060*6025028K5+745~K5+910.560*60165.529K6+205~K6+35060*6011130K6+035~K6+39560*6035931K6+425~K6+78460*6035932K6+921~K7+07060*6014933K6+970~K7+04360*607334K7+673~K7+93060*6025735K8+117~K8+22060*6010336K8+085~K8+11060*602537K8+197~K82346

4、0*603738K8+550~K8+70460*6015439K8+505~K8+76960*60264小计2640.64347.1本页合计6988承包人：监理工程师：L1标路基边沟完成工程量表一序号起讫桩号截面尺寸（cm）长度（m）左侧右侧123456789101112131415161718192021222324252627282930313233343536承包人：监理工程师：L1标路基边沟完成工程量表二序号起讫桩号截面尺寸（cm）长度（m）折合60cm*60cm水沟工程量左侧右侧1K2+135~K2+175406025602540现每米片石工程量为0.703m3,折合小水沟

5、0.703/0.575=1.223米计：40*1.223=49米2K3+108~K3+113长5米K3+122~K3+126长4米K3+135.6~K3+142长6.4K3+155.5~K3+296长1404040808040155.4现每米片石工程量为1.28m3,折合小水沟1.28/0.575=2.226米155.4*2.226=346米3K3+113~K3+122长9米K3+126~K3+135.6长9.6K3+142~K3+155.5长13.5挡墙40040808032.1挡墙已计量现每米片石工程量为0.8m3,折合小水沟0.8/0.575=1.391米计32.1*1.391

6、=44.7米4K3+515~K3+6884040808040173现每米片石工程量为1.28m3,折合小水沟1.28/0.575=2.226米计40*2.226=385.1米5K4+237.5~K4+377.5挡墙250256060140挡墙已计量现每米片石工程量为0.3625m3,折合小水沟0.3625/0.575=0.63米计140*0.63=88.2米6K4+426.5~K4+495.5挡墙25025606069挡墙已计量现每米片石工程量为0.3625m3,折合小水沟0.3625/0.575=0.63米计69*0.63=43.47米7K4+380~K4+405254060256

7、040墙25挡墙未计量现每米片石工程量为0.8625m3,折合小水沟0.8625/0.575=1.5米计25*1.5=37.5米承包人：监理工程师：8K6+602~K6+650挡墙25025606048挡墙已计量现每米片石工程量为0.3625m3,折合小水沟0.3625/0.575=0.63米计48*0.63=30.24米9K8+110~K8+197挡墙25025606087挡墙已计量现每米片石工程量为0.3625m3,折合小水沟0.3625/0.575=