

下载本文档
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
1、山东06价目表全,编号,项目名称,单位,量,基价,人工费,材料省,机械费1-2-1,人工挖普通土深2m内,10m3,1,63.84,63.84,1-1-1,人工挖普通土,10m3,1,37.52,37.52,1-1-2,人工挖坚土,10m3,1,87.92,87.92,1-1-3,推土机推普通土20m内,10m3,1,15.81,1.68,14.131-1-4,推土机推坚土20m内,10m3,1,18.46,1.68,16.781-1-5,推土机推土100m内增运20m,10m3,1,9.71,9.711-1-6,装载机装运土方20m内,10m3,1,13.76,1.68,12.081-1-7
2、,装载机装运200m内增运20m,10m3,1,3.84,3.841-1-8,铲运机铲运普通土200m内,10m3,1,25.51,1.68,0.19,23.641-1-9,铲运机铲运坚土200m内,10m3,1,33.04,1.68,0.19,31.171-1-10,铲运机500m内增运100m,10m3,1,7.53,7.531-1-11,拉铲挖自卸汽车运普通土1km内,10m3,1,80.75,2.52,0.46,77.771-1-12,拉铲挖自卸汽车运坚土1km内,10m3,1,96.38,2.52,0.46,93.401-1-13,反铲挖自卸汽车运普通土1km内,10m3,1,79.
3、38,2.52,0.46,76.401-1-14,反铲挖自卸汽车运坚土1km内,10m3,1,93.19,2.52,0.46,90.211-1-15,自卸汽车增运1km,10m3,1,13.52,13.521-1-16,机械打孔爆破松石,10m3,1,78.12,23.80,23.79,30.531-1-17,机械打孔爆破坚石,10m3,1,154.60,38.36,39.17,77.071-1-18,挖掘机挖渣自卸汽车运渣1km内,10m3,1,163.39,3.08,0.46,159.851-1-19,自卸汽车运渣增运1km,10m3,1,20.60,20.601-1-20,机械夯填土,1
4、0m3,1,31.67,16.52,15.151-1-21,光轮压路机回填碾压,10m3,1,57.82,12.32,0.59,44.911-1-22,振动压路机回填碾压,10m3,1,56.15,12.32,0.59,43.241-2-1h,人工挖普通土深2m内(湿土) (人工*1.10 ),10m3,1,70.22,70.22,1-2-1h,人工挖机械剩余5%普通土深2m内 (人工*2.00 ),10m3,0.100,127.68,12.77,1-2-1h,桩间人工挖普通土深2m内 (人工*1.30 ),10m3,0.100,82.99,8.30,1-2-2h,人工挖普通土深2m(湿土)
5、(人工*1.10 ),10m3,0.100,107.49,10.75,1-2-2h,人工挖机械剩余5%普通土深2m (人工*2.00 ),10m3,0.100,195.44,19.54,1-2-3h,人工挖坚土深2m内(湿土) (人工*1.10 ),10m3,0.100,133.98,13.40,1-2-3h,人工挖机械剩余5%坚土深2m内 (人工*2.00 ),10m3,0.100,243.60,24.36,1-2-3h,桩间人工挖坚土深2m内 (人工*1.30 ),10m3,0.100,158.34,15.83,1-2-4h,人工挖坚土深4m内(湿土) (人工*1.10 ),10m3,0.
6、100,171.25,17.13,1-2-4h,人工挖机械剩余5%坚土深4m内 (人工*2.00 ),10m3,0.100,311.36,31.14,1-2-5,人工挖坚土深6m内,10m3,0.100,179.48,17.95,1-2-7,人工挖淤泥流砂,10m3,0.100,308.00,30.80,1-2-8,人工挖冻土厚0.5m内,10m3,0.100,376.32,37.63,1-2-9,爆破后人工挖冻土厚0.5m内,10m3,0.100,140.29,11.06,2.97,1-2-10,人工挖沟槽普通土深2m内,10m3,0.100,90.65,9.02,0.051-2-11,人工
7、挖沟槽普通土深2m,10m3,0.100,123.14,12.29,0.021-2-12,人工挖沟槽坚土深2m内,10m3,0.100,178.29,17.78,0.051-2-13,人工挖沟槽坚土深4m内,10m3,0.100,200.42,20.02,0.021-2-14,人工挖沟槽坚土深6m内,10m3,0.100,226.66,22.65,0.011-2-15,人工挖沟槽坚土深6m,10m3,0.100,246.48,24.64,0.011-2-16,人工挖地坑普通土深2m内,10m3,0.100,101.38,10.00,0.141-2-17,人工挖地坑普通土深2m,10m3,0.1
8、00,134.52,13.38,0.071-2-18,人工挖地坑坚土深2m内,10m3,0.100,201.34,19.99,0.141-2-19,人工挖地坑坚土深4m内,10m3,0.100,226.08,22.54,0.071-2-20,人工挖地坑坚土深6m内,10m3,0.100,252.16,25.17,0.041-2-21,人工挖地坑坚土深6m,10m3,0.100,271.93,27.16,0.031-2-22,人工挖桩孔普通土孔深8m内,10m3,0.100,300.43,26.82,3.22,1-2-23,人工挖桩孔坚土孔深8m内,10m3,0.100,488.59,43.62
9、,5.24,1-2-24,人工挖桩孔普通土孔深12m内,10m3,0.100,407.05,36.34,4.36,1-2-25,人工挖桩孔坚土孔深12m内,10m3,0.100,643.82,57.48,6.90,1-2-26,人工挖桩孔普通土孔深16m内,10m3,0.100,529.04,47.24,5.67,1-2-27,人工挖桩孔坚土孔深16m内,10m3,0.100,837.00,74.73,8.97,1-2-28,人工挖桩孔普通土孔深16m,10m3,0.100,610.58,54.52,6.54,1-2-29,人工挖桩孔坚土孔深16m,10m3,0.100,965.89,86.2
10、4,10.35,1-2-30,人工凿松石方,10m3,0.100,200.76,20.08,1-2-31,人工凿坚石方,10m3,0.100,451.36,45.14,1-2-32,人工凿沟槽松石,10m3,0.100,237.72,23.77,1-2-33,人工凿沟槽坚石,10m3,0.100,639.80,63.98,1-2-34,人工凿地坑松石,10m3,0.100,329.84,32.98,1-2-35,人工凿地坑坚石,10m3,0.100,963.20,96.32,1-2-36,人工凿桩孔松石,10m3,1,1104.81,986.44,118.37,1-2-37,人工修整爆破后基底
11、松石,10m2,1,62.16,62.16,1-2-38,人工修整爆破后基底坚石,10m2,1,160.16,160.16,1-2-39,人工修整爆破后槽坑松石,10m2,1,75.32,75.32,1-2-40,人工修整爆破后槽坑坚石,10m2,1,178.36,178.36,1-2-41,人工修整爆破后边坡松石,10m2,1,39.76,39.76,1-2-42,人工修整爆破后边坡坚石,10m2,1,109.76,109.76,1-2-43,人工运土方20m内,10m3,1,54.88,54.88,1-2-44,人工运土方200m内增运20m,10m3,1,12.32,12.32,1-2-
12、45,人工运淤泥流砂20m内,10m3,1,123.20,123.20,1-2-46,人工运淤泥流砂200m内增运20m,10m3,1,18.48,18.48,1-2-47,人力车运土方50m内,10m3,1,44.24,44.24,1-2-48,人力车运土方500m内增运50m,10m3,1,7.00,7.00,1-2-49,人力车运淤泥流砂50m内,10m3,1,99.40,99.40,1-2-50,人力车运淤泥流砂500m内增运50m,10m3,1,10.64,10.64,1-2-51,人工清运石渣20m内,10m3,1,130.20,130.20,1-2-52,人工清运石渣200m内增
13、运20m,10m3,1,23.80,23.80,1-2-53,人力车清运石渣50m内,10m3,1,117.88,117.88,1-2-54,人力车清运石渣500m内增运50m,10m3,1,15.40,15.40,1-2-55,人工清运石渣桩孔人工出渣,10m3,1,212.62,189.84,22.78,1-2-56,人工装车土方,10m3,1,43.68,43.68,1-2-57,人工装车石渣,10m3,1,58.52,58.52,1-3-1,推土机推普通土20m内,10m3,1,13.78,1.68,12.101-3-2,推土机推坚土20m内,10m3,1,17.33,1.68,15.
14、651-3-3,推土机推土100m内增运20m,10m3,1,8.54,8.541-3-4,装载机装运土方20m内,10m3,1,14.86,1.68,13.181-3-5,装载机装运200m内增运20m,10m3,1,3.84,3.841-3-6,铲运机铲运普通土200m内,10m3,1,27.83,1.68,0.19,25.961-3-7,铲运机铲运坚土200m内,10m3,1,36.14,1.68,0.19,34.271-3-8,铲运机运土500m内增运100m,10m3,1,7.53,7.531-3-9,挖掘机挖普通土,10m3,1,18.88,1.68,17.201-3-10,挖掘机
15、挖坚土,10m3,1,23.35,1.68,21.671-3-11,挖掘机挖淤泥流砂,10m3,1,53.15,8.96,44.191-3-12,挖掘机挖槽坑普通土,10m3,1,19.61,3.36,16.251-3-13,挖掘机挖槽坑坚土,10m3,1,21.23,3.36,17.871-3-14,挖掘机挖普通土自卸汽车运1km内,10m3,1,95.66,2.52,0.46,92.681-3-15,挖掘机挖坚土自卸汽车运1km内,10m3,1,115.70,2.52,0.46,112.721-3-16,挖掘机挖普通土槽坑汽车运1km内,10m3,1,91.45,3.36,0.46,87.
16、631-3-17,挖掘机挖坚土槽坑汽车运1km内,10m3,1,110.64,3.36,0.46,106.821-3-18,人工打孔爆破松石,10m3,1,99.74,76.16,23.58,1-3-19,人工打孔爆破坚石,10m3,1,203.07,167.72,35.35,1-3-20,人工打孔爆破槽坑松石,10m3,1,264.37,205.52,58.85,1-3-21,人工打孔爆破槽坑坚石,10m3,1,524.18,433.72,90.46,1-3-22,机械打孔爆破松石,10m3,1,93.22,27.72,26.27,39.231-3-23,机械打孔爆破坚石,10m3,1,18
17、6.59,44.52,43.12,98.951-3-24,机械打孔爆破槽坑松石,10m3,1,224.56,67.76,65.19,91.611-3-25,机械打孔爆破槽坑坚石,10m3,1,462.91,117.04,105.68,240.191-3-26,机械打孔爆破桩孔松石,10m3,1,430.29,218.68,112.55,99.061-3-27,机械打孔爆破桩孔坚石,10m3,1,1060.18,469.56,233.58,357.041-3-28,控制爆破松石,10m3,1,337.45,63.28,229.49,44.681-3-29,控制爆破坚石,10m3,1,587.51
18、,91.28,364.71,131.521-3-30,控制爆破槽坑松石,10m3,1,559.98,90.44,369.04,100.501-3-31,控制爆破槽坑坚石,10m3,1,1067.16,159.04,591.89,316.231-3-32,静力爆破坚石,10m3,1,3965.83,481.04,2135.62,1349.171-3-33,静力爆破槽坑坚石,10m3,1,4406.49,534.24,2372.91,1499.341-3-34,风镐破碎桩孔松石,10m3,1,2570.29,945.56,113.47,1511.261-3-35,风镐破碎桩孔坚石,10m3,1,3
19、671.84,1350.72,162.09,2159.031-3-36,风镐破碎鼓石,10m3,1,1019.33,425.60,593.731-3-37,液压锤破碎松石,10m3,1,227.51,17.36,210.151-3-38,液压锤破碎坚石,10m3,1,283.09,17.64,265.451-3-39,液压锤破碎槽坑松石,10m3,1,272.31,17.92,254.391-3-40,液压锤破碎槽坑坚石,10m3,1,338.95,18.20,320.751-3-41,推土机推石渣20m内,10m3,1,40.66,2.24,38.421-3-42,推土机推石渣100m内增运
20、20m,10m3,1,26.33,26.331-3-43,挖掘机挖集石渣,10m3,1,53.07,2.24,50.831-3-44,挖掘机挖石渣自卸汽车运1km内,10m3,1,187.47,3.08,0.46,183.931-3-45,装载机装土方,10m3,1,14.34,1.68,12.661-3-46,装载机装石方,10m3,1,27.57,2.24,25.331-3-47,挖掘机装土方,10m3,1,13.61,1.68,11.931-3-48,挖掘机装石方,10m3,1,28.26,2.24,26.021-3-49,机动翻斗车运土方100m内,10m3,1,60.20,60.20
21、1-3-50,机动翻斗车运土方500内增运100m,10m3,1,8.27,8.271-3-51,机动翻斗车运石方100m内,10m3,1,183.09,183.091-3-52,机动翻斗车运石方500内增运100m,10m3,1,21.93,21.931-3-53,拖拉机运土方1km内,10m3,1,121.44,121.441-3-54,拖拉机运土方增运1km,10m3,1,14.46,14.461-3-55,拖拉机运石方1km内,10m3,1,249.80,249.801-3-56,拖拉机运石方增运1km,10m3,1,29.23,29.231-3-57,自卸汽车运土方1km内,10m3
22、,1,58.66,0.84,0.46,57.361-3-58,自卸汽车运土方增运1km,10m3,1,10.40,10.401-3-59,自卸汽车运石方1km内,10m3,1,103.53,0.84,0.46,102.231-3-60,自卸汽车运石方增运1km,10m3,1,19.15,19.151-3-61,垂直运输机械运土方,10m3,1,27.74,9.24,18.501-3-62,垂直运输机械运石方,10m3,1,46.89,15.68,31.211-3-63,运输钻孔桩泥浆5km内(柱体积),10m3,1,1122.95,180.04,942.911-3-64,运输钻孔桩泥浆增运1k
23、m(柱体积),10m3,1,73.94,73.941-4-1,人工场地平整,10m2,1,17.64,17.64,1-4-2,机械场地平整,10m2,1,3.67,0.28,3.391-4-3,竣工清理,10m3,1,4.48,4.48,1-4-4,基底钎探,10眼,1,31.92,31.92,1-4-5,人工原土夯实,10m2,1,4.48,4.48,1-4-6,机械原土夯实,10m2,1,4.05,2.52,1.531-4-7,原土机械碾压,10m2,1,0.76,0.28,0.481-4-8,填土机械碾压,10m3,1,68.86,13.72,0.59,54.551-4-9,人工松填土,
24、10m3,1,22.12,22.12,1-4-10,人工夯填土(地坪),10m3,1,45.39,44.80,0.59,1-4-11,机械夯填土(地坪),10m3,1,31.66,14.84,16.821-4-12,人工槽坑夯填土,10m3,1,56.59,56.00,0.59,1-4-13,机械槽坑夯填土,10m3,1,41.46,19.60,21.861-4-14,槽坑夯填砂,10m3,1,813.02,73.08,737.79,2.151-4-15,槽坑夯填石屑,10m3,1,374.88,73.08,299.65,2.151-4-16,槽坑夯填石渣,10m3,1,273.67,95.2
25、0,175.65,2.821-4-17,钎探灌砂,10眼,1,1.45,0.62,0.83,2-1-1,3:7灰土/ 3:7灰土垫层,10m3,1,909.37,234.36,662.96,12.052-1-2,砂垫层,10m3,1,870.17,130.48,737.54,2.152-1-3,人工级配砂石垫层,10m3,1,869.10,224.84,637.69,6.572-1-4,天然级配砂石垫层,10m3,1,876.87,187.60,682.70,6.572-1-5,干铺碎石垫层,10m3,1,767.32,188.16,572.04,7.122-1-6,水泥砂浆1:3/ 1:3砂
26、浆灌碎石垫层,10m3,1,1163.13,228.20,900.22,34.712-1-7,干铺碎砖垫层,10m3,1,1265.82,218.68,1040.02,7.122-1-8,水泥砂浆1:3/ 1:3砂浆灌碎砖垫层,10m3,1,1621.30,308.00,1285.63,27.672-1-9,干铺地瓜石垫层,10m3,1,769.61,222.32,539.73,7.562-1-10,水泥砂浆1:3/ 1:3砂浆灌地瓜石垫层,10m3,1,1250.16,302.68,911.74,35.742-1-11,干铺毛石垫层,10m3,1,812.27,239.40,564.93,7
27、.942-1-12,水泥砂浆1:3/ 1:3砂浆灌毛石垫层,10m3,1,1279.70,362.32,875.78,41.602-1-13,C154现浇砼碎石40/ C15现浇无筋砼垫层,10m3,1,1617.89,285.88,1321.40,10.612-1-14,C154现浇砼碎石40/ C15现浇毛石砼垫层,10m3,1,1500.53,271.04,1218.88,10.612-2-1,3:7灰土/ 夯填灰土,10m3,1,910.05,227.36,670.64,12.052-2-2,人工填砂石机械振动,10m3,1,790.26,104.16,684.60,1.502-2-3
28、,人工填砂石机械碾压,10m3,1,859.25,123.76,719.18,16.312-2-4,推土机填砂碾压,10m3,1,745.28,1.96,719.18,24.142-2-5,推土机挤淤碾压,10m3,1,763.35,3.36,717.09,42.902-2-6,填铺石屑,10m3,1,427.69,123.76,299.55,4.382-2-7,填铺碎石,10m3,1,764.24,185.08,572.04,7.122-2-8,抛石挤淤,10m3,1,561.68,168.28,391.68,1.722-2-9,C154现浇砼碎石30m,10m3,1,884.19,76.4
29、4,50.33,757.422-3-5,压砼方桩12m内,10m3,1,2089.71,201.04,167.50,1721.172-3-6,压砼方桩18m内,10m3,1,2201.31,211.96,167.50,1821.852-3-7,压砼方桩30m内,10m3,1,2545.63,175.56,167.50,2202.572-3-8,压砼方桩30m,10m3,1,2194.05,148.12,167.50,1878.432-3-9,打砼管桩16m内,10m3,1,8350.13,284.20,6145.17,1920.762-3-10,打砼管桩24m内,10m3,1,8028.85,
30、242.48,6145.17,1641.202-3-11,打砼管桩32m内,10m3,1,7912.16,228.48,6145.17,1538.512-3-12,打砼管桩32m,10m3,1,7894.14,225.68,6145.17,1523.292-3-13,打砼板桩1m3内,10m3,1,2643.76,339.36,35.94,2268.462-3-14,打砼板桩1.5m3内,10m3,1,2198.36,281.12,35.94,1881.302-3-15,打砼板桩2.5m3内,10m3,1,1892.35,215.88,35.94,1640.532-3-16,打砼板桩2.5m3
31、,10m3,1,1666.33,189.56,35.94,1440.832-3-17,C203现浇砼碎石31.5/ 打孔灌砼桩10m内,10m3,1,4635.02,906.36,1886.37,1842.292-3-18,C203现浇砼碎石31.5/ 打孔灌砼桩15m内,10m3,1,3613.77,548.24,1886.37,1179.162-3-19,C203现浇砼碎石15m,10m3,1,3379.85,465.08,1886.37,1028.402-3-20,C203现浇砼碎石31.5/ 夯扩成孔灌注砼桩身,10m3,1,5184.30,1072.68,1881.38,2230.2
32、42-3-21,C203现浇砼碎石31.5/ 夯扩成孔灌注桩夯扩砼,10m3,1,5463.63,1190.56,1797.06,2476.012-3-22,螺旋钻机钻孔12m内,10m3,1,1421.67,279.44,123.80,1018.432-3-23,C203现浇砼碎石12m,10m3,1,1259.96,238.84,123.80,897.322-3-25,C203现浇砼碎石12m,10m3,1,2059.24,84.28,1794.11,180.852-3-26,回旋钻机钻孔60cm内,10m3,1,3546.66,594.44,276.65,2675.572-3-27,回旋
33、钻机钻孔80cm内,10m3,1,3093.55,529.48,272.88,2291.192-3-28,回旋钻机钻孔100cm内,10m3,1,2752.03,481.60,266.09,2004.342-3-29,回旋钻机钻孔120cm内,10m3,1,2399.84,359.24,250.24,1790.362-3-30,回旋钻机钻孔120cm,10m3,1,2134.43,324.80,236.68,1572.952-3-31,回旋钻机钻孔入岩60cm内,10m3,1,14630.26,2576.00,260.97,11793.292-3-32,回旋钻机钻孔入岩80cm内,10m3,1
34、,10241.32,1774.64,260.97,8205.712-3-33,回旋钻机钻孔入岩100cm内,10m3,1,8752.02,1516.20,260.97,6974.852-3-34,回旋钻机钻孔入岩120cm内,10m3,1,6853.60,1177.12,260.97,5415.512-3-35,回旋钻机钻孔入岩120cm,10m3,1,5041.06,879.48,260.97,3900.612-3-36,C203水下砼碎石31.5/ 回旋钻孔灌注砼桩,10m3,1,2265.15,102.20,2162.95,2-3-37,C252现浇砼碎石20/ C25现浇人工挖孔灌注砼
35、桩壁,10m3,1,2233.39,458.92,1668.75,105.722-3-38,M10砂浆/ M10 砂浆人工挖孔砌黏土砖桩壁120,10m3,1,2180.02,652.68,1510.76,16.582-3-39,M10砂浆/ M10 砂浆人工挖孔砌黏土砖桩壁240,10m3,1,2178.32,652.68,1506.27,19.372-3-40,C204现浇砼碎石40/ C20现浇人工挖孔灌注砼桩芯,10m3,1,2070.83,349.16,1475.47,246.202-3-41,C204现浇砼碎石6m,10m3,1,1863.70,247.80,865.94,749.
36、962-3-44,打砂桩10m内,10m3,1,2151.75,484.40,841.15,826.202-3-45,打砂桩15m内,10m3,1,1914.09,339.36,841.15,733.582-3-46,打砂桩15m,10m3,1,1808.28,272.16,841.15,694.972-3-47,打碎石桩10m内,10m3,1,1913.91,514.36,573.35,826.202-3-48,打碎石桩15m内,10m3,1,1667.85,360.92,573.35,733.582-3-49,打碎石桩15m,10m3,1,1557.56,289.24,573.35,694
37、.972-3-50,振冲打碎石桩,10m3,1,1408.69,201.60,604.39,602.702-3-51,钻孔压浆碎石桩,10m3,1,3099.27,462.84,1890.18,746.252-3-52,打砂石桩10m内,10m3,1,2285.89,514.36,945.33,826.202-3-53,打砂石桩15m内,10m3,1,2039.83,360.92,945.33,733.582-3-54,打砂石桩15m,10m3,1,1929.54,289.24,945.33,694.972-3-55,深层搅拌粉喷水泥桩(水泥10%),10m3,1,1057.06,141.12
38、,527.88,388.062-3-56,深层搅拌浆喷水泥桩(水泥10%),10m3,1,1047.26,158.76,540.04,348.462-3-57,水泥桩水泥掺量每增1%,10m3,1,47.39,47.39,2-3-58,高压旋喷水泥桩成孔,10m,1,250.88,44.80,8.68,197.402-3-59,双重管旋喷机高压旋喷水泥桩,10m3,1,1778.12,290.36,623.80,863.962-3-60,三重管旋喷机高压旋喷水泥桩,10m3,1,2453.95,322.56,917.30,1214.092-3-61,预制钢筋砼桩接桩包角钢,10根,1,4200
39、.29,513.80,345.00,3341.492-3-62,预制钢筋砼桩接桩包钢板,10根,1,7573.32,536.48,3655.86,3380.982-3-63,硫磺胶泥6:4:0.15/ 预制钢筋砼桩接桩注硫磺胶泥,10m2,1,20084.21,2699.20,4072.83,13312.182-3-64,预制钢筋砼桩截方桩,10根,1,1201.57,131.04,950.20,120.332-3-65,预制钢筋砼桩截管桩,10根,1,382.38,106.40,275.982-3-66,预制钢筋砼方桩凿桩头(桩头体积),10m3,1,1508.98,995.12,513.8
40、62-3-67,灌注砼桩凿桩头(桩头体积),10m3,1,601.21,396.20,205.012-3-68,桩头钢筋整理(桩),10根,1,24.08,24.08,2-4-1,强夯100t-m 25夯点 4击,100m2,1,794.51,151.76,642.752-4-2,强夯100t-m 25夯点增减1击,100m2,1,147.96,30.80,117.162-4-3,强夯100t-m 23夯点 4击,100m2,1,731.25,139.72,591.532-4-4,强夯100t-m 23夯点增减1击,100m2,1,133.34,25.48,107.862-4-5,强夯100t
41、-m 17夯点 4击,100m2,1,540.92,103.60,437.322-4-6,强夯100t-m 17夯点增减1击,100m2,1,98.30,18.76,79.542-4-7,强夯100t-m 13夯点 4击,100m2,1,413.28,78.96,334.322-4-8,强夯100t-m 13夯点增减1击,100m2,1,74.79,14.28,60.512-4-9,强夯100t-m 10夯点 4击,100m2,1,317.97,60.76,257.212-4-10,强夯100t-m 10夯点增减1击,100m2,1,57.27,10.92,46.352-4-11,强夯100t
42、-m 低锤满拍,100m2,1,750.35,136.36,613.992-4-12,强夯200t-m 25夯点 4击,100m2,1,1232.65,202.72,1029.932-4-13,强夯200t-m 25夯点增减1击,100m2,1,225.03,36.96,188.072-4-14,强夯200t-m 23夯点 4击,100m2,1,1133.80,186.48,947.322-4-15,强夯200t-m 23夯点增减1击,100m2,1,207.57,34.16,173.412-4-16,强夯200t-m 17夯点 4击,100m2,1,837.86,137.76,700.102
43、-4-17,强夯200t-m 17夯点增减1击,100m2,1,153.51,25.20,128.312-4-18,强夯200t-m 13夯点 4击,100m2,1,640.76,105.28,535.482-4-19,强夯200t-m 13夯点增减1击,100m2,1,117.43,19.60,97.832-4-20,强夯200t-m 10夯点 4击,100m2,1,492.79,80.92,411.872-4-21,强夯200t-m 10夯点增减1击,100m2,1,90.42,14.84,75.582-4-22,强夯200t-m 低锤满拍,100m2,1,1097.32,171.08,9
44、26.242-4-23,强夯300t-m 25夯点 4击,100m2,1,1565.63,239.68,1325.952-4-24,强夯300t-m 25夯点增减1击,100m2,1,303.83,45.92,257.912-4-25,强夯300t-m 23夯点 4击,100m2,1,1440.46,220.36,1220.102-4-26,强夯300t-m 23夯点增减1击,100m2,1,275.79,42.28,233.512-4-27,强夯300t-m 17夯点 4击,100m2,1,1064.59,162.96,901.632-4-28,强夯300t-m 17夯点增减1击,100m2
45、,1,203.39,31.08,172.312-4-29,强夯300t-m 13夯点 4击,100m2,1,814.13,124.32,689.812-4-30,强夯300t-m 13夯点增减1击,100m2,1,155.92,23.80,132.122-4-31,强夯300t-m 10夯点 4击,100m2,1,626.05,95.76,530.292-4-32,强夯300t-m 10夯点增减1击,100m2,1,120.56,18.48,102.082-4-33,强夯300t-m 低锤满拍,100m2,1,1812.67,163.80,1648.872-4-34,强夯400t-m 25夯点
46、 4击,100m2,1,3542.59,456.68,3085.912-4-35,强夯400t-m 25夯点增减1击,100m2,1,758.24,97.72,660.522-4-36,强夯400t-m 23夯点 4击,100m2,1,3258.82,420.00,2838.822-4-37,强夯400t-m 23夯点增减1击,100m2,1,697.44,89.88,607.562-4-38,强夯400t-m 17夯点 4击,100m2,1,2280.04,294.00,1986.042-4-39,强夯400t-m 17夯点增减1击,100m2,1,515.03,66.36,448.672-
47、4-40,强夯400t-m 13夯点 4击,100m2,1,1841.93,237.44,1604.492-4-41,强夯400t-m 13夯点增减1击,100m2,1,394.28,50.96,343.322-4-42,强夯400t-m 10夯点 4击,100m2,1,1417.17,182.84,1234.332-4-43,强夯400t-m 10夯点增减1击,100m2,1,304.01,39.20,264.812-4-44,强夯400t-m 低锤满拍,100m2,1,2292.24,279.72,2012.522-4-45,强夯500t-m 25夯点 4击,100m2,1,4516.34
48、,516.04,4000.302-4-46,强夯500t-m 25夯点增减1击,100m2,1,966.66,110.32,856.342-4-47,强夯500t-m 23夯点 4击,100m2,1,4153.62,474.60,3679.022-4-48,强夯500t-m 23夯点增减1击,100m2,1,889.23,101.64,787.592-4-49,强夯500t-m 17夯点 4击,100m2,1,2903.76,332.36,2571.402-4-50,强夯500t-m 17夯点增减1击,100m2,1,656.91,75.04,581.872-4-51,强夯500t-m 13夯
49、点 4击,100m2,1,2347.84,268.24,2079.602-4-52,强夯500t-m 13夯点增减1击,100m2,1,502.60,57.68,444.922-4-53,强夯500t-m 10夯点 4击,100m2,1,1806.06,206.64,1599.422-4-54,强夯500t-m 10夯点增减1击,100m2,1,387.47,44.24,343.232-4-55,强夯500t-m 低锤满拍,100m2,1,2551.11,335.72,2215.392-4-56,强夯600t-m 25夯点 4击,100m2,1,4982.82,583.24,4399.582-
50、4-57,强夯600t-m 25夯点增减1击,100m2,1,1052.75,110.32,942.432-4-58,强夯600t-m 23夯点 4击,100m2,1,4521.70,474.60,4047.102-4-59,强夯600t-m 23夯点增减1击,100m2,1,889.23,101.64,787.592-4-60,强夯600t-m 17夯点 4击,100m2,1,2906.58,332.36,2574.222-4-61,强夯600t-m 17夯点增减1击,100m2,1,656.91,75.04,581.872-4-62,强夯600t-m 13夯点 4击,100m2,1,234
51、7.84,268.24,2079.602-4-63,强夯600t-m 13夯点增减1击,100m2,1,502.60,57.68,444.922-4-64,强夯600t-m 10夯点 4击,100m2,1,1806.06,206.64,1599.422-4-65,强夯600t-m 10夯点增减1击,100m2,1,387.47,44.24,343.232-4-66,强夯600t-m 低锤满拍,100m2,1,2784.73,366.52,2418.212-4-67,强夯100t-m 7夯点 4击,100m2,1,334.16,58.80,275.362-4-68,强夯100t-m 7夯点增减1
52、击,100m2,1,42.68,6.72,35.962-4-69,强夯100t-m 4夯点 4击,100m2,1,261.21,45.92,215.292-4-70,强夯100t-m 4夯点增减1击,100m2,1,28.60,4.48,24.122-4-71,强夯100t-m 低锤满拍,100m2,1,881.54,136.36,745.182-4-72,强夯200t-m 7夯点 4击,100m2,1,504.90,78.40,426.502-4-73,强夯200t-m 7夯点增减1击,100m2,1,64.24,8.96,55.282-4-74,强夯200t-m 4夯点 4击,100m2,
53、1,411.58,63.84,347.742-4-75,强夯200t-m 4夯点增减1击,100m2,1,44.80,6.16,38.642-4-76,强夯200t-m 低锤满拍,100m2,1,1262.86,171.08,1091.782-4-77,强夯300t-m 7夯点 4击,100m2,1,604.47,88.48,515.992-4-78,强夯300t-m 7夯点增减1击,100m2,1,83.96,10.92,73.042-4-79,强夯300t-m 4夯点 4击,100m2,1,474.74,69.44,405.302-4-80,强夯300t-m 4夯点增减1击,100m2,1
54、,57.59,7.56,50.032-4-81,强夯300t-m 低锤满拍,100m2,1,2083.95,163.80,1920.152-4-82,强夯400t-m 7夯点 4击,100m2,1,1138.33,143.92,994.412-4-83,强夯400t-m 7夯点增减1击,100m2,1,206.10,23.24,182.862-4-841-,强夯400t-m 4夯点 4击,100m2,1,810.32,102.48,707.842-4-85,强夯400t-m 4夯点增减1击,100m2,1,137.32,15.40,121.922-4-86,强夯400t-m 低锤满拍,100m
55、2,1,2563.52,279.72,2283.802-4-87,强夯500t-m 7夯点 4击,100m2,1,1418.98,158.48,1260.502-4-88,强夯500t-m 7夯点增减1击,100m2,1,258.08,26.32,231.762-4-89,强夯500t-m 4夯点 4击,100m2,1,1019.68,113.68,906.002-4-90,强夯500t-m 4夯点增减1击,100m2,1,172.61,17.42,155.192-4-91,强夯500t-m 低锤满拍,100m2,1,2804.54,335.72,2468.822-4-92,强夯600t-m
56、7夯点 4击,100m2,1,1560.62,174.16,1386.462-4-93,强夯600t-m 7夯点增减1击,100m2,1,284.53,29.68,254.852-4-94,强夯600t-m 4夯点 4击,100m2,1,1131.93,126.28,1005.652-4-95,强夯600t-m 4夯点增减1击,100m2,1,190.57,19.60,170.972-4-96,强夯15m,吨,1,274.86,35.84,37.36,201.662-5-14,拔钢工具桩6m内,吨,1,278.03,68.32,3.70,206.012-5-15,拔钢工具桩10m内,吨,1,1
57、94.42,47.04,3.70,143.682-5-16,拔钢工具桩15m内,吨,1,158.33,38.64,3.70,115.992-5-17,拔钢工具桩15m,吨,1,153.74,37.52,3.70,112.522-5-18,安拆导向夹具,10m,1,81.38,11.76,24.58,45.042-5-19,水泥砂浆1:1/ 土层砂浆土钉(钻孔灌浆),10m,1,123.57,63.00,32.77,27.802-5-20,水泥砂浆1:1/ 岩石砂浆土钉(钻孔灌浆),10m,1,238.87,66.92,16.44,155.512-5-21,C25现浇砼碎石16/ 锚杆机钻孔灌浆
58、,10m,1,1188.10,168.00,578.15,441.952-5-22,锚杆机入岩增加,10m,1,1878.13,672.00,498.75,707.382-5-23,C25现浇砼碎石16/ 土层喷射砼护坡 初喷50mm,10m2,1,172.61,41.44,97.61,33.562-5-24,C25现浇砼碎石16/ 岩层喷射砼护坡 初喷50mm,10m2,1,212.01,70.84,104.92,36.252-5-25,C25现浇砼碎石1.8m,10m3,1,1954.98,561.96,1376.29,16.733-1-5,M5.0混浆/ 异形砖柱,10m3,1,2490
59、.80,701.96,1769.41,19.433-1-6,M2.5混浆/ 单面清水砖墙 115mm,10m3,1,1959.70,582.40,1362.98,14.323-1-7,M2.5混浆/ 单面清水砖墙 180mm,10m3,1,1949.33,575.12,1358.54,15.673-1-8,M2.5混浆/ 单面清水砖墙 240mm,10m3,1,1854.65,505.40,1332.76,16.493-1-9,M2.5混浆/ 单面清水砖墙 365mm,10m3,1,1852.61,477.40,1357.72,17.493-1-10,M2.5混浆/ 单面清水砖墙 490mm,
60、10m3,1,1832.47,458.92,1355.59,17.963-1-11,M2.5混浆/ 混水砖墙 53mm,10m3,1,2128.15,743.68,1375.84,8.633-1-12,M2.5混浆/ 混水砖墙 115mm,10m3,1,1936.18,558.88,1362.98,14.323-1-13,M2.5混浆/ 混水砖墙 180mm,10m3,1,1899.65,526.12,1357.92,15.613-1-14,M2.5混浆/ 混水砖墙 240mm,10m3,1,1779.89,430.64,1332.76,16.493-1-15,M2.5混浆/ 混水砖墙 365
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 项目制作安装服务方案(3篇)
- 新好莱坞电影发展解析
- 新店装修过程管理方案(3篇)
- 药店药品销售策略
- 先进激光加工技术
- 输血科室医院感染管理
- 银行话费补偿方案(3篇)
- 管道小区阁楼装修方案(3篇)
- 细胞凋亡与细胞坏死
- 商务宴请宣传策划方案(3篇)
- 广西贺州市2022-2023学年八年级下册期末物理试卷(含答案)
- 台州市开发投资集团有限公司招聘笔试题库2024
- DL∕T 5344-2018 电力光纤通信工程验收规范
- 14生活日用品的联想 (教案)人美版美术四年级上册
- CH+8016-1995全球定位系统(GPS)测量型接收机检定规程
- DL-T5493-2014电力工程基桩检测技术规程
- 人教版2024年小学升学考试数学模拟测试卷(共5套)(含答案解析)
- 医院系统瘫痪应急预案
- 光伏项目技术标准清单
- 117湖南省怀化市雅礼实验学校2023-2024学年七年级下学期开学考试数学试题
- 输气管线破裂漏气应急处置方案
评论
0/150
提交评论