| 路：10m长，10m宽一处、126m长，10m宽一处、17m长，14m宽一处、34m长，13m宽一处。 1、机械拆除灌浆毛石基础路面，拆除物3m3装载机运距20m装车，自卸汽车外运10km (10m*10m+126m*10m+17m*14m+34m*13m)*1m（深）=2040m3 2、挖掘机挖渣石，挖掘机装车，自卸汽车外运10km (10m*10m+126m*10m+17m*14m+34m*13m)*0.5m（深）=1020m3 3、地基基层碾压 10m*10m+126m*10m+17m*14m+34m*13m=2040m2 4、毛石灌浆垫层（M7.5#混合砂浆，从搅拌站自购） (10m*10m+126m*10m+17m*14m+34m*13m)*0.9m（深）=1836m3 5、毛石灌浆垫层机械平整碾压 2040m2 6、碎石灌浆垫层（M7.5#混合砂浆，从搅拌站自购） (10m*10m+126m*10m+17m*14m+34m*13m)*0.2m（深）=408m3 7、碎石灌浆垫层机械平整碾压 2040m2 8、现浇C30钢砼（商品砼）道路 (10m*10m+126m*10m+17m*14m+34m*13m)*0.4m（深）=816m3 钢筋制作，安装 20mm 双层双向钢筋 间距@200，马凳子1.7m长/个，4个马登子/m2 {[(10m+0.8m)*(10m/0.2m+1)*2+(126m+0.8m*14)*(10m/0.2m+1)+10m*(126m/0.2m+1)+(17m+0.8m)*(14m/0.2m+1)+(14m+0.8m)*(17m/0.2m+1)+(34m+0.8m*4)*(13m/0.2m+1)+(13m+0.8m)*(34m/0.2m+1)]*2+1.7m*8160}*0.00247t/m=141.76t 9、道路两侧模板制作 槽钢[20#a 50m（长）*2（面）*2（段）*0.02263t/m=4.53t 10、道路两侧钢模板安装，拆除 槽钢[20#a 187m（长）*2*2*0.02263t/m=16.93t 11、锯缝机切伸缩缝187m（长）*2（道）+10m（长）*28（道）+14m（长）*4（道）+13m（长）*7（道）=801m 12、路边石：道岔口8m长 ①、人工挖沟（三类土） (187m-8m)（长）*2（道）*0.5m（宽）*0.4m（深）=71.6m3 ②、花岗岩路边石拆除，利旧重新砌路边石 (187m-8m)*2=358m ③、土方人工回填并夯实 (187m-8m)*2*（0.5m*0.4m-0.15m*0.3m)=55.49m3 ④、余土人工运距10m,人工装车，自卸汽车外运10km工程量①-③项=16.11m3 13、道路雨排水：排水管DN300,10m长/个，9个 ①、钢雨篦子拆除，重**装9个，用人工3个。 ②、人工挖沟槽及坑（三类土）(10m（长）*1m（宽）*1.5m（深）+1.8m（长）*1.2m（宽）*0.8m（深）)*9（个）=150.55m3 ③、现浇C15砼垫层1.2m（长）*0.9m（宽）*0.1m（深）*9（个）=0.97m3 ④、现浇C30砼(商品砼）雨篦子井 井底1m（长）*0.8m（宽）*0.15m（深）*9（个）=1.08m3 井壁（1m+0.8m*2）*0.15m*0.4m*9=1.4m3 井盖 1m*0.8m*0.15m*9=1.08m3 ⑤、土方人工回填并夯实 2项-3项-3.14*0.152m2*90m-1m*0.8m*0.7m*9=139.15m3 ⑥、余土人工运距10m,人工装车，自卸汽车外运10km,工程量②-⑤项=11.4m3 ⑦、机械凿红砖下水井孔，拆除物人工装车，自卸汽车外运10km 3.14*0.32m2*0.24m*9=0.61m3 ⑧、用M7.5#水泥砂浆红砖堵孔 3.14*（0.32m2-0.152m2）*0.24m*9=0.46m3 ⑨、用1:2水泥砂浆井壁双面抹灰 1.2m2*9=10.8m2 ⑩、原有下水井内人工挖淤泥,人工垂直运距3m，人工装车，自卸汽车外运10km 2.5m3*9=22.5m3 ⑾、搭设三角起重架 9座 ⑿、下水井井盖拆除，安装用人工1个。 ⒀、钢管道安装,动力除锈，刷红丹防锈漆两遍，缠三层玻璃丝布刷四遍沥青漆 DN300mm 90m ⒁、四块瓦钢管弯头制作，安装 DN300mm 9个 33.33kg/个*9个=299.97kg 14、下水井 ①、机械拆除红砖下水井2个8.08m3 ②、机械拆除下水井砼垫层 3.14*1.342m*0.1m*2=1.13m3 ③、拆除物人工装车，自卸汽车外运10km工程量①+②项=9.21m3 ④、人工挖三类土,人工回填并夯实 [3.14*1.642m2*3.6m-3.14*3.5m*(1.122m2+0.4122m+1.12m*0.412m)/3]*2=46.99m3 ⑤、用M7.5#水泥砂浆砌红砖下水井 3.14*3.5m*(1.12m+0.412m)*0.24m*2=8.08m3 ⑥、用1:2水泥砂浆红砖下水井外抹灰3.14*3.5m*(1.12m+0.412m)*2=33.67m2 ⑦、用 1:2水泥砂浆井圈周边找平层 =80mm 1.8m2*2=3.6m2 ⑧、下水井直爬梯拆除，制作，安装 20 1m*14*0.00247t/m*2=0.07t ⑨、钢井圈，盖拆除，安装2个，用人工1个。 | 
