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,工程预算书,,,,,,,
1,编制单位:滨城水安,,,,,编制时间:,,
1,序号,定额编号,工程项目名称,单位,工程量,"单价
(元)","单价
(元)","合价
(元)"
1,,第一部分,建筑工程,,,,,294.42
1,,一,土方工程,,,,,294.42
,,110001,人工挖土,元/m3,11,387.08,3.87,42.58
1,,110002,人工挖硬土,元/m3,,716.43,7.16,0.00
1,,110005,人工水下挖土(<0.1m),元/m3,,1659.86,16.60,0.00
,,110006,人工水下挖硬土(<0.1m),元/m3,11,2289.47,22.89,251.84
,,110008,人工水下挖土(<0.3m),元/m3,,2277.76,22.78,0.00
,,110009,人工水下挖硬土(<0.3m),元/m3,,3174.56,31.75,0.00
,,110011,"人工挖沟槽(宽<0.8m,深<1.0m)",元/m3,,1205.66,12.06,0.00
,,110012,"人工挖沟槽(宽<1.5m,深<1.0m)",元/m3,,991.06,9.91,0.00
,,110013,"人工挖沟槽(宽<1.5m,深<1.5m)",元/m3,,1045.95,10.46,0.00
,,110014,"人工挖沟槽(宽<1.5m,深<2.0m)",元/m3,,1106.21,11.06,0.00
,,110020,"人工挖硬土沟槽(宽<0.8m,深<1.0m)",元/m3,,2157.55,21.58,0.00
,,110021,"人工挖硬土沟槽(宽<1.5m,深<1.0m)",元/m3,,1750.89,17.51,0.00
,,110038,"人工挖柱坑(S<1.0m2,深<1.0m)",元/m3,,1468.68,14.69,0.00
,,110039,"人工挖柱坑(S<2.5m2,深<1.5m)",元/m3,,1327.03,13.27,0.00
,,110051,"人工挖硬土柱坑(S<1.0m2,深<1.0m)",元/m3,,2645.12,26.45,0.00
,,110052,"人工挖硬土柱坑(S<2.5m2,深<1.5m)",元/m3,,2388.10,23.88,0.00
,,110077,人工挖渠道(d<2.0m),元/m3,,850.88,8.51,0.00
,,110078,人工挖渠道(2.0m<d<4.0m),元/m3,,496.86,4.97,0.00
1,,110080,人工挖硬土渠道(d<2.0m),元/m3,,1582.27,15.82,0.00
,,110081,人工挖硬土渠道(2.0m<d<4.0m),元/m3,,933.90,9.34,0.00
1,,110086,反铲挖掘机挖土,元/m3,,408.58,4.09,0.00
,,110087,反铲挖掘机挖硬土,元/m3,,447.39,4.47,0.00
,,110087,反铲挖掘机挖硬土,元/m3,,492.85,4.93,0.00
,,110089,反铲挖掘机挖松土,元/m3,,363.12,3.63,0.00
,,110090,水力开挖土方,元/m3,,4056.47,40.56,0.00
,,110165,人工挖运淤泥10米,元/m3,,2437.43,24.37,0.00
,,110176,人工挖运淤泥流砂10米,元/m3,,3121.39,31.21,0.00
,,110187,人工挖运稀淤泥流砂10米,元/m3,,4156.07,41.56,0.00
,,110198,人工挖装双胶轮车运土50米,元/m3,,1170.09,11.70,0.00
,,110198,人工挖装双胶轮车运土100米,元/m3,,1318.94,13.19,0.00
,,110275,人工挖装机动翻斗车运土50米,元/m3,,2275.31,22.75,0.00
,,110276,人工挖装机动翻斗车运土100米,元/m3,,2348.83,23.49,0.00
,,110277,人工挖装机动翻斗车运土200米,元/m3,,2475.54,24.76,0.00
,,110300,人工挖装机动翻斗车运砂砾土100米,元/m3,,3510.85,35.11,0.00
,,110301,人工挖装机动翻斗车运砂砾土200米,元/m3,,3653.21,36.53,0.00
,,110448,40-55kw推土机推土50米,元/m3,,913.64,9.14,0.00
,,110448,40-55kw推土机推松土50米,元/m3,,746.41,7.46,0.00
,,110448,40-55kw推土机清基50米,元/m3,,1122.68,11.23,0.00
,,110453,40-55kw推土机推土100米,元/m3,,1721.49,17.21,0.00
,,110453,40-55kw推土机推松土100米,元/m3,,1405.78,14.06,0.00
,,110453,40-55kw推土机清基100米,元/m3,,2116.12,21.16,0.00
,,110458,74kw推土机推土50米,元/m3,,523.12,5.23,0.00
,,110458,74kw推土机推松土50米,元/m3,,424.81,4.25,0.00
,,110458,74kw推土机清基50米,元/m3,,295.67,2.96,0.00
,,110463,74kw推土机推土100米,元/m3,,947.15,9.47,0.00
,,110463,74kw推土机推松土100米,元/m3,,769.49,7.69,0.00
,,110463,74kw推土机清基100米,元/m3,,1169.21,11.69,0.00
,,110524,2.5-2.75m3铲运机运土100米,元/m3,,612.29,6.12,0.00
,,110525,2.5-2.75m3铲运机运土200米,元/m3,,827.21,8.27,0.00
,,110529,2.5-2.75m3铲运机运土500米,元/m3,,1469.70,14.70,0.00
,,110554+111034,坝体填筑压实,元/m3,,741.77,7.42,0.00
,,110554+110086,坝内脚土方外运,元/m3,,741.69,7.42,0.00
,,110558,3-4m3铲运机运土500米,元/m3,,1355.04,13.55,0.00
,,110807,挖掘机挖装自卸汽车运土1km,元/m3,,1393.82,13.94,0.00
,,110811,挖掘机挖装自卸汽车运土5km,元/m3,,2827.18,28.27,0.00
,,110819,挖掘机挖装自卸汽车增运1km,元/m3,,292.43,2.92,0.00
,,110933,2m3装载机挖装自卸汽车运土1km,元/m3,,1680.53,16.81,0.00
,,110937,2m3装载机挖装自卸汽车运土5km,元/m3,,2878.53,28.79,0.00
,,110938,2m3装载机挖装自卸汽车增运1km,元/m3,,301.86,3.02,0.00
,,110974,人工土料翻晒(含水20~25%),元/m3,,6191.28,61.91,0.00
,,110976,人工土料翻晒(含水25~30%),元/m3,,6384.93,63.85,0.00
,,110979,机械土料翻晒(三铧犁),元/m3,,945.63,9.46,0.00
,,110980,机械土料翻晒(五铧犁),元/m3,,878.68,8.79,0.00
,,110992,人工夯实土方(石夯),元/m3,,2748.53,27.49,0.00
,,111000,蛙式打夯机夯实土方,元/m2一遍,,186.32,1.86,0.00
,,111001,人工平整场地(Ⅰ、Ⅱ类土),元/m2,,209.94,2.10,0.00
,,111002,人工平整场地(Ⅲ、Ⅳ类土),元/m2,,316.75,3.17,0.00
,,111004,5-7t羊角碾压实土料,元/m3,,712.41,7.12,0.00
,,111007,8-12t羊角碾压实土料,元/m3,,716.53,7.17,0.00
,,111016,轮胎碾压实土料,元/m3,,657.20,6.57,0.00
1,,111034,履带拖拉机压实土料,元/m3,,819.21,8.19,0.00
,,111056,人工2:8灰土,元/m3,,13687.80,136.88,0.00
,,111057,人工3:7灰土,元/m3,,16929.69,169.30,0.00
,,111058,推土机推树根(Φ<10cm),元/棵,,297.26,2.97,0.00
,,111059,推土机推树根(10<Φ<20cm),元/棵,,356.75,3.57,0.00
,,111063,人工伐树(20<Φ<40cm),元/棵,,454.66,4.55,0.00
,,111070,人工挖树根(20<Φ<40cm),元/棵,,2285.24,22.85,0.00
,,111075,人工铺草皮,元/m2,,404.04,4.04,0.00
,,111076,人工砍小树林,元/m2,,338.59,3.39,0.00
,,111078,人工铲草皮,元/m2,,149.26,1.49,0.00
,,111083,人工挖芦苇,元/m2,,655.49,6.55,0.00
,,111084,土工布铺设(平铺),元/m2,,988.01,9.88,0.00
1,,111085,土工布铺设(1:2.5),元/m2,,1004.69,10.05,0.00
,,111086,土工布铺设(1:2.0),元/m2,,139.01,1.39,0.00
,,111087,土工布铺设(1:1.5),元/m2,,1015.23,10.15,0.00
,,111088,塑膜平铺,元/m2,,633.31,6.33,0.00
,,111089,塑膜斜铺(1:2.5),元/m2,,638.84,6.39,0.00
,,111090,塑膜斜铺(1:2.0),元/m2,,649.89,6.50,0.00
,,111091,塑膜斜铺(1:1.5),元/m2,,660.95,6.61,0.00
,,111093,河道堤防填筑机械碾压(55kw),元/m3,,698.00,6.98,0.00
,,111093,河道堤防填筑机械碾压(59kw),元/m3,,692.69,6.93,0.00
,,111093,河道堤防填筑机械碾压(59kw),元/m3,,680.00,6.80,0.00
,,111095,河道堤防填筑人工边夯,元/m3,,3482.72,34.83,0.00
,,111096,水泥土护坡、护底(10cm),元/m3,,2898.98,28.99,0.00
,,111097,水泥土护坡、护底(增减1cm),元/m3,,275.92,2.76,0.00
,,111098,水泥土回填(10cm),元/m3,,1663.81,16.64,0.00
,,111098,水泥土回填(增减1cm),元/m3,,130.16,1.30,0.00
,,二,,,,,0.00,0.00
,,150019,人工筛砂,元/m3,,810.31,8.10,0.00
,,150045,人工洗砂,元/m3,,3644.69,36.45,0.00
,,150047,人工洗碎石,元/m3,,2059.99,20.60,0.00
,,150118,人工装双胶轮车运砂50米,元/m3,,1168.37,11.68,0.00
,,150120,人工装双胶轮车运碎石50米,元/m3,,1405.36,14.05,0.00
,,150121,人工装双胶轮车增运50米,元/m3,,251.72,2.52,0.00
,,150206,人工装翻斗车运砂100米,元/m3,,1490.47,14.90,0.00
,,150208,人工装翻斗车运碎石100米,元/m3,,2213.42,22.13,0.00
,,150209,人工装翻斗车增运砂50米,元/m3,,37.81,0.38,0.00
,,150211,人工装翻斗车增运碎石50米,元/m3,,41.99,0.42,0.00
,,150310,人工抬运块石,元/m3,,1182.57,11.83,0.00
,,150311,人工抬运料石,元/m3,,1848.48,18.48,0.00
,,150314,人工装卸双胶轮车运块石50m,元/m3,,1436.47,14.36,0.00
,,150315,人工装卸双胶轮车运料石50m,元/m3,,2399.79,24.00,0.00
,,150316,人工装卸双胶轮车增运块石50m,元/m3,,134.64,1.35,0.00
,,150317,人工装卸双胶轮车增运料石50m,元/m3,,210.74,2.11,0.00
,,150348,人工装卸翻斗车运块石100m,元/m3,,2751.16,27.51,0.00
,,150349,人工装卸翻斗车运块石200m,元/m3,,2422.51,24.23,0.00
,,150352,人工装卸翻斗车运块石500m,元/m3,,3096.46,30.96,0.00
,,150353,人工装卸翻斗车运块石增运50m,元/m3,,37.81,0.38,0.00
,,三,疏浚工程,,,,0.00,0.00
,,170403,"水力冲挖机组挖土
(Ⅰ类,排距<250m)L=50米",元/m3,,66625.64,666.26,0.00
,,170405,"水力冲挖机组挖土
(Ⅰ类,排距<250m)L=100米",元/m3,,69023.94,690.24,0.00
,,170407,"水力冲挖机组挖土
(Ⅰ类,排距<250m)L=150米",元/m3,,73700.56,737.01,0.00
,,170409,"水力冲挖机组挖土
(Ⅰ类,排距<250m)L=200米",元/m3,,83358.05,833.58,0.00
,,170411,"水力冲挖机组挖土
(Ⅰ类,排距<250m)L=250米",元/m3,,101936.03,1019.36,0.00
,,170520,"水力冲挖机组挖土
(Ⅱ类,排距<250m)L=50米",元/m3,,84729.08,847.29,0.00
,,170522,"水力冲挖机组挖土
(Ⅱ类,排距<250m)L=100米",元/m3,,87892.74,878.93,0.00
,,170524,"水力冲挖机组挖土
(Ⅱ类,排距<250m)L=150米",元/m3,,93890.82,938.91,0.00
,,170526,"水力冲挖机组挖土
(Ⅱ类,排距<250m)L=200米",元/m3,,106274.35,1062.74,0.00
,,170528,"水力冲挖机组挖土
(Ⅱ类,排距<250m)L=250米",元/m3,,129842.36,1298.42,0.00
,,170412,"水力冲挖机组挖土
(Ⅲ类,排距<250m)L=50米",元/m3,,115875.60,1158.76,0.00
,,170414,"水力冲挖机组挖土
(Ⅲ类,排距<250m)L=100米",元/m3,,120226.39,1202.26,0.00
,,170416,"水力冲挖机组挖土
(Ⅲ类,排距<250m)L=150米",元/m3,,128486.63,1284.87,0.00
,,170418,"水力冲挖机组挖土
(Ⅲ类,排距<250m)L=200米",元/m3,,145543.93,1455.44,0.00
,,170420,"水力冲挖机组挖土
(Ⅲ类,排距<250m)L=250米",元/m3,,178015.29,1780.15,0.00
,,170421,"水力冲挖机组挖土
(Ⅳ类,排距<250m)L=50米",元/m3,,177513.72,1775.14,0.00
,,170423,"水力冲挖机组挖土
(Ⅳ类,排距<250m)L=100米",元/m3,,184226.73,1842.27,0.00
,,170425,"水力冲挖机组挖土
(Ⅳ类,排距<250m)L=150米",元/m3,,196969.99,1969.70,0.00
,,170427,"水力冲挖机组挖土
(Ⅳ类,排距<250m)L=200米",元/m3,,223286.23,2232.86,0.00
,,170429,"水力冲挖机组挖土
(Ⅳ类,排距<250m)L=250米",元/m3,,273368.23,2733.68,0.00
,,170431,"水力冲挖机组挖土
(Ⅰ类,排距<500m)L=300米",元/m3,,113061.74,1130.62,0.00
,,170435,"水力冲挖机组挖土
(Ⅰ类,排距<500m)L=400米",元/m3,,128331.88,1283.32,0.00
,,170439,"水力冲挖机组挖土
(Ⅰ类,排距<500m)L=500米",元/m3,,157279.80,1572.80,0.00
,,170530,"水力冲挖机组挖土
(Ⅱ类,排距<500m)L=300米",元/m3,,144083.53,1440.84,0.00
,,170534,"水力冲挖机组挖土
(Ⅱ类,排距<500m)L=400米",元/m3,,163794.39,1637.94,0.00
,,170538,"水力冲挖机组挖土
(Ⅱ类,排距<500m)L=500米",元/m3,,200683.02,2006.83,0.00
,,170441,"水力冲挖机组挖土
(Ⅲ类,排距<500m)L=300米",元/m3,,197632.89,1976.33,0.00
,,170445,"水力冲挖机组挖土
(Ⅲ类,排距<500m)L=400米",元/m3,,224775.67,2247.76,0.00
,,170449,"水力冲挖机组挖土
(Ⅲ类,排距<500m)L=500米",元/m3,,275592.51,2755.93,0.00
,,170451,"水力冲挖机组挖土
(Ⅳ类,排距<500m)L=300米",元/m3,,303625.45,3036.25,0.00
,,170455,"水力冲挖机组挖土
(Ⅳ类,排距<500m)L=400米",元/m3,,345488.72,3454.89,0.00
,,170459,"水力冲挖机组挖土
(Ⅳ类,排距<500m)L=500米",元/m3,,423868.74,4238.69,0.00
,,170469,"水力冲挖机组挖土
(Ⅰ类,排距<750m)L=750米",元/m3,,211567.05,2115.67,0.00
,,170548,"水力冲挖机组挖土
(Ⅱ类,排距<750m)L=750米",元/m3,,270117.87,2701.18,0.00
,,170479,"水力冲挖机组挖土
(Ⅲ类,排距<750m)L=750米",元/m3,,370815.81,3708.16,0.00
,,170489,"水力冲挖机组挖土
(Ⅳ类,排距<750m)L=750米",元/m3,,570145.98,5701.46,0.00
,,170499,"水力冲挖机组挖土
(Ⅰ类,排距<1000m)L=1000米",元/m3,,272056.07,2720.56,0.00
,,170558,"水力冲挖机组挖土
(Ⅱ类,排距<1000m)L=1000米",元/m3,,348301.49,3483.01,0.00
,,170509,"水力冲挖机组挖土
(Ⅲ类,排距<1000m)L=1000米",元/m3,,478516.07,4785.16,0.00
,,170519,"水力冲挖机组挖土
(Ⅳ类,排距<1000m)L=1000米",元/m3,,736251.67,7362.52,0.00
1,,四,砌石工程,,,,0.00,0.00
,,230001,砂垫层,元/m3,,17717.67,177.18,0.00
,,230002,平面碎石垫层,元/m3,,15499.96,155.00,0.00
,,230003,坡面碎石垫层,元/m3,,15950.97,159.51,0.00
,,230004,平面反滤层,元/m3,,15419.49,154.19,0.00
,,230005,坡面反滤层,元/m3,,16123.50,161.23,0.00
,,230006,沟槽反滤层,元/m3,,16332.50,163.33,0.00
,,230007,干砌块石护平面,元/m3,,20463.07,204.63,0.00
,,230008,干砌块石护曲面,元/m3,,21265.34,212.65,0.00
,,230009,干砌块石护底,元/m3,,19865.52,198.66,0.00
,,230015,干砌粗料石护平面,元/m3,,29567.82,295.68,0.00
,,230016,干砌粗料石护曲面,元/m3,,30131.61,301.32,0.00
,,230018,M7.5浆砌块石护平面,元/m3,,32659.79,326.60,0.00
,,230018,M10浆砌块石护平面,元/m3,,33197.48,331.97,0.00
,,230018,M15浆砌块石护平面,元/m3,,34388.97,343.89,0.00
,,230019,M7.5浆砌块石护曲面,元/m3,,33869.81,338.70,0.00
,,230019,M10浆砌块石护曲面,元/m3,,34407.49,344.07,0.00
,,230019,M15浆砌块石护曲面,元/m3,,35598.98,355.99,0.00
,,230020,M7.5浆砌块石护底,元/m3,,32219.79,322.20,0.00
,,230020,M10浆砌块石护底,元/m3,,32757.48,327.57,0.00
,,230021,M7.5浆砌块石基础,元/m3,,30318.99,303.19,0.00
,,230021,M10浆砌块石基础,元/m3,,31162.46,311.62,0.00
,,230022,M7.5浆砌块石挡土墙,元/m3,,32063.09,320.63,0.00
,,230022,M10浆砌块石挡土墙,元/m3,,32587.08,325.87,0.00
,,230022,M15浆砌块石挡土墙,元/m3,,33748.18,337.48,0.00
,,230023,M7.5浆砌块石桥闸墩,元/m3,,33367.19,333.67,0.00
,,230023,M10浆砌块石桥闸墩,元/m3,,33897.27,338.97,0.00
,,230023,M15浆砌块石桥闸墩,元/m3,,35071.87,350.72,0.00
,,230024,M7.5浆砌块石防浪墙,元/m3,,36664.30,366.64,0.00
,,230024,M10浆砌块石防浪墙,元/m3,,37235.50,372.36,0.00
,,230024,M15浆砌块石防浪墙,元/m3,,38501.24,385.01,0.00
,,230025,M7.5浆砌块石排水沟,元/m3,,33924.45,339.24,0.00
,,230025,M10浆砌块石排水沟,元/m3,,34472.81,344.73,0.00
,,230025,M15浆砌块石排水沟,元/m3,,35687.92,356.88,0.00
,,230027,M7.5浆砌料石护平面,元/m3,,43455.33,434.55,0.00
,,230027,M10浆砌料石护平面,元/m3,,43850.95,438.51,0.00
,,230027,M15浆砌料石护平面,元/m3,,44727.60,447.28,0.00
,,230028,M7.5浆砌料石护曲面,元/m3,,44279.52,442.80,0.00
,,230028,M10浆砌料石护曲面,元/m3,,44675.14,446.75,0.00
,,230028,M15浆砌料石护曲面,元/m3,,45551.79,455.52,0.00
,,230029,M7.5浆砌毛料石护底,元/m3,,38247.34,382.47,0.00
,,230029,M10浆砌毛料石护底,元/m3,,38642.96,386.43,0.00
,,230029,M15浆砌毛料石护底,元/m3,,39519.61,395.20,0.00
,,230030,M7.5浆砌毛料石基础,元/m3,,36803.47,368.03,0.00
,,230030,M10浆砌毛料石基础,元/m3,,37183.87,371.84,0.00
,,230030,M15浆砌毛料石基础,元/m3,,38026.81,380.27,0.00
,,230031,M7.5浆砌料石挡土墙,元/m3,,42937.61,429.38,0.00
,,230031,M10浆砌料石挡土墙,元/m3,,43321.05,433.21,0.00
,,230031,M15浆砌料石挡土墙,元/m3,,44170.73,441.71,0.00
,,230032,M7.5浆砌料石桥闸墩,元/m3,,44216.94,442.17,0.00
,,230032,M10浆砌料石桥闸墩,元/m3,,44604.95,446.05,0.00
,,230032,M15浆砌料石桥闸墩,元/m3,,45464.74,454.65,0.00
,,230033,M7.5浆砌料石帽石,元/m3,,48543.67,485.44,0.00
,,230033,M10浆砌料石帽石,元/m3,,48867.77,488.68,0.00
,,230033,M15浆砌料石帽石,元/m3,,49585.95,495.86,0.00
,,230034,M7.5浆砌料石防浪墙,元/m3,,46730.45,467.30,0.00
,,230034,M10浆砌料石防浪墙,元/m3,,47054.56,470.55,0.00
,,230034,M15浆砌料石防浪墙,元/m3,,47772.74,477.73,0.00
,,230035,M7.5浆砌料石栏杆,元/m3,,51126.13,511.26,0.00
,,230035,M10浆砌料石栏杆,元/m3,,51450.23,514.50,0.00
,,230035,M15浆砌料石栏杆,元/m3,,52168.41,521.68,0.00
,,230036,M10浆砌料石拱圈,元/m3,,49794.56,497.95,0.00
,,230036,M15浆砌料石拱圈,元/m3,,50667.84,506.68,0.00
,,230037,M10浆砌块石拱圈,元/m3,,43920.96,439.21,0.00
,,230037,M15浆砌块石拱圈,元/m3,,45114.55,451.15,0.00
,,230066,M10浆砌砖拱圈,元/m3,,46961.99,469.62,0.00
,,230066,M15浆砌砖拱圈,元/m3,,47853.61,478.54,0.00
,,230067,M7.5浆砌砖护坡,元/m3,,36081.80,360.82,0.00
,,230067,M10浆砌砖护坡,元/m3,,36484.19,364.84,0.00
,,230068,M7.5浆砌砖护底,元/m3,,35533.44,355.33,0.00
,,230068,M10浆砌砖护底,元/m3,,35935.82,359.36,0.00
,,230069,M7.5浆砌砖基础,元/m3,,34538.67,345.39,0.00
,,230069,M10浆砌砖基础,元/m3,,34933.47,349.33,0.00
,,230070,M7.5浆砌砖墩墙,元/m3,,36630.17,366.30,0.00
,,230070,M10浆砌砖墩墙,元/m3,,37032.55,370.33,0.00
,,230071,M7.5浆砌砖水井,元/m3,,37474.43,374.74,0.00
,,230071,M10浆砌砖水井,元/m3,,37884.41,378.84,0.00
,,230072,堆石棱体,元/m3,,17963.64,179.64,0.00
,,230073,M10砂浆抹平面2cm,元/m2,,1244.84,12.45,0.00
,,230074,M10砂浆抹立面2cm,元/m2,,1517.58,15.18,0.00
,,230075,M10砂浆抹拱面2cm,元/m2,,2202.26,22.02,0.00
,,230076,M10砂浆抹平面增减1cm,元/m2,,507.94,5.08,0.00
,,230077,M10砂浆抹立面增减1cm,元/m2,,560.22,5.60,0.00
,,230078,M10砂浆抹拱面增减1cm,元/m2,,601.56,6.02,0.00
,,230079,砌体开槽勾缝,元/m2,,2054.00,20.54,0.00
,,230081,水泥浆砌体拆除,元/m3,,7681.44,76.81,0.00
,,230082,白灰浆砌体拆除,元/m3,,5120.96,51.21,0.00
,,230083,干砌石拆除,元/m3,,2417.62,24.18,0.00
,,230084,M7.5浆砌砖基础,元/m3,,33280.13,332.80,0.00
,,230084,M10浆砌砖基础,元/m3,,33676.17,336.76,0.00
,,230085,M7.5浆砌砖墙体,元/m3,,37406.59,374.07,0.00
,,230085,M10浆砌砖墙体,元/m3,,37787.39,377.87,0.00
,,230092,M7.5浆砌片石护平面,元/m3,,33395.81,333.96,0.00
1,,230092,M10浆砌块石护平面,元/m3,,33959.39,339.59,0.00
,,230095,M7.5浆砌块石基础,元/m3,,32362.03,323.62,0.00
1,,230095,M10浆砌块石基础,元/m3,,32925.61,329.26,0.00
,,230096,M7.5浆砌块石挡土墙,元/m3,,32919.58,329.20,0.00
,,230096,M10浆砌块石挡土墙,元/m3,,33469.45,334.69,0.00
,,230097,M7.5浆砌块石桥闸墩,元/m3,,33856.98,338.57,0.00
,,230097,M10浆砌块石桥闸墩,元/m3,,34412.95,344.13,0.00
,,230106,M7.5浆砌块石排水沟,元/m3,,33100.59,331.01,0.00
,,230106,M10浆砌块石排水沟,元/m3,,33648.94,336.49,0.00
,,230108,M7.5浆砌条料石护底,元/m3,,38062.73,380.63,0.00
,,230108,M10浆砌条料石护底,元/m3,,38458.76,384.59,0.00
,,230109,M7.5浆砌条料石基础,元/m3,,36858.83,368.59,0.00
,,230109,M10浆砌条料石基础,元/m3,,37239.63,372.40,0.00
,,230110,M7.5浆砌条料石挡土墙,元/m3,,43370.98,433.71,0.00
,,230110,M10浆砌条料石挡土墙,元/m3,,43754.83,437.55,0.00
,,230111,M7.5浆砌条料石桥闸墩,元/m3,,44359.49,443.59,0.00
,,230111,M10浆砌条料石桥闸墩,元/m3,,44747.91,447.48,0.00
,,230064,M10浆砌砼预制块护坡、护底,元/m3,,13565.04,135.65,0.00
,,230064,M15浆砌砼预制块护坡、护底,元/m3,,14104.52,141.05,0.00
1,,五,混凝土工程,,,,0.00,0.00
,,240240,双胶轮车运混凝土10m,元/m3,,543.17,5.43,0.00
,,240241,双胶轮车运混凝土20m,元/m3,,577.99,5.78,0.00
,,240244,双胶轮车运混凝土50m,元/m3,,779.94,7.80,0.00
,,240247,双胶轮车运混凝土100m,元/m3,,1012.36,10.12,0.00
,,240249,机动翻斗车运混凝土100m,元/m3,,1313.81,13.14,0.00
,,240251,机动翻斗车运混凝土200m,元/m3,,1405.27,14.05,0.00
,,240257,机动翻斗车运混凝土500m,元/m3,,1646.17,16.46,0.00
,,240268,砼输送泵送混凝土50m,元/m3,,2077.88,20.78,0.00
,,240269,砼输送泵送混凝土100m,元/m3,,2375.93,23.76,0.00
,,240309,砼输搅拌车混凝土1km,元/m3,,4026.91,40.27,0.00
,,240210,搅拌机拌制混凝土,元/m3,,4068.30,40.68,0.00
,,240313,砼搅拌车运混凝土3km,元/m3,,5395.01,53.95,0.00
,,240314,砼搅拌车运混凝土每增运0.5km,元/m3,,312.30,3.12,0.00
,,240311,砼搅拌车运混凝土2km,元/m3,,4782.44,47.82,0.00
,,240071,C20砼闸墩(d=0.8m),元/m3,,62903.83,629.04,0.00
,,240072,C20砼闸墩(d=1.2m),元/m3,,57232.53,572.33,0.00
,,240076,C20砼闸墩(d=0.6m),元/m3,,67170.94,671.71,0.00
,,240077,C20砼闸半墩(d=0.8m),元/m3,,61262.80,612.63,0.00
,,240078,C20砼闸半墩(d=1m),元/m3,,56078.24,560.78,0.00
,,240081,C20砼闸底板,元/m3,,41789.53,417.90,0.00
,,240082,C20砼小底板,元/m3,,40945.30,409.45,0.00
1,,240082,C15砼封顶板,元/m3,,40226.92,402.27,0.00
,,240083,C20砼闸消力池,元/m3,,42681.36,426.81,0.00
,,240084,C20砼直线型挡土墙底板,元/m3,,42236.92,422.37,0.00
,,240085,C20砼曲线型挡土墙底板,元/m3,,43409.21,434.09,0.00
,,240086,C20砼消力坎(有宽缝),元/m3,,47330.29,473.30,0.00
,,240086,C25砼消力坎(有宽缝),元/m3,,49934.15,499.34,0.00
,,240087,C20砼消力坎(无宽缝),元/m3,,45956.57,459.57,0.00
,,240087,C25砼消力坎(无宽缝),元/m3,,48558.20,485.58,0.00
,,240092,C25砼闸门槽二期混凝土,元/m3,,143495.91,1434.96,0.00
,,240092,C30砼闸门槽二期混凝土,元/m3,,144200.23,1442.00,0.00
,,240093,C20砼桥墩,元/m3,,53974.78,539.75,0.00
,,240093,C25砼桥墩,元/m3,,56618.80,566.19,0.00
,,240095,C20砼板梁式胸墙,元/m3,,53114.77,531.15,0.00
,,240095,C25砼板梁式胸墙,元/m3,,55541.13,555.41,0.00
,,240096,C20砼板式胸墙,元/m3,,51957.56,519.58,0.00
,,240096,C25砼板式胸墙,元/m3,,54385.65,543.86,0.00
,,240097,C20板梁式工作桥,元/m3,,62800.50,628.00,0.00
,,240097,C25板梁式工作桥,元/m3,,64139.09,641.39,0.00
,,240098,C20板式公路桥,元/m3,,48408.53,484.09,0.00
,,240098,C25板式公路桥,元/m3,,49694.65,496.95,0.00
,,240098,C30板式公路桥,元/m3,,51019.29,510.19,0.00
,,240099,C20板梁式公路桥,元/m3,,54092.94,540.93,0.00
,,240099,C25板梁式公路桥,元/m3,,55438.63,554.39,0.00
,,240099,C30板梁式公路桥,元/m3,,56824.43,568.24,0.00
,,240100,C20重力式挡土墙,元/m3,,46156.35,461.56,0.00
,,240100,C25重力式挡土墙,元/m3,,47435.38,474.35,0.00
,,240108,C20砼肋拱,元/m3,,60283.37,602.83,0.00
,,240108,C20砼肋拱,元/m3,,61582.25,615.82,0.00
,,240108,C25砼肋拱,元/m3,,62920.00,629.20,0.00
,,240109,C20砼肋拱,元/m3,,56101.80,561.02,0.00
,,240109,C25砼肋拱,元/m3,,57395.01,573.95,0.00
,,240109,C30砼肋拱,元/m3,,58726.93,587.27,0.00
,,240110,C20砼单排架,元/m3,,74117.55,741.18,0.00
,,240110,C25砼单排架,元/m3,,75432.03,754.32,0.00
,,240114,C20砼A形排架,元/m3,,70701.38,707.01,0.00
,,240114,C25砼A形排架,0,,72021.54,720.22,0.00
,,240118,C20砼圆管(<1m),元/m3,,94256.23,942.56,0.00
,,240118,C25砼圆管(<1m),元/m3,,95529.58,955.30,0.00
,,240120,C20砼圆管(<2m),元/m3,,71963.25,719.63,0.00
,,240120,C25砼圆管(<2m),元/m3,,73238.02,732.38,0.00
,,240128,C20砼管座及基础,元/m3,,43431.97,434.32,0.00
,,240129,C20砼镇墩,元/m3,,53645.15,536.45,0.00
,,240129,C25砼镇墩,元/m3,,54929.85,549.30,0.00
,,240130,C20砼双孔箱涵,元/m3,,47905.34,479.05,0.00
,,240130,C25砼双孔箱涵,元/m3,,49180.11,491.80,0.00
,,240133,C20砼单孔箱涵,元/m3,,49304.35,493.04,0.00
,,240133,C25砼单孔箱涵,元/m3,,50579.12,505.79,0.00
,,240136,C20砼涵洞顶板(净跨<2m),元/m3,,52763.30,527.63,0.00
,,240136,C25砼涵洞顶板(净跨<2m),元/m3,,54086.29,540.86,0.00
,,240138,C20砼涵洞顶板(净跨<3m),元/m3,,51774.28,517.74,0.00
,,240138,C25砼涵洞顶板(净跨<3m),元/m3,,53097.27,530.97,0.00
,,240140,C20砼涵洞底板,元/m3,,42209.93,422.10,0.00
,,240147,C20砼桥柱,元/m3,,60473.40,604.73,0.00
,,240147,C25砼桥柱,元/m3,,61846.04,618.46,0.00
,,240148,C20砼盖梁,元/m3,,70574.53,705.75,0.00
,,240148,C25砼盖梁,元/m3,,71920.22,719.20,0.00
1,,240149,C20砼封顶板,元/m3,,60351.79,603.52,0.00
,,240149,C25砼墩台帽,元/m3,,61694.64,616.95,0.00
,,240150,C25砼桥面铺装,元/m3,,52384.99,523.85,0.00
,,240150,C30砼桥面铺装,元/m3,,53798.71,537.99,0.00
,,240151,C20砼矩形渡槽槽身(壁厚<20cm),元/m3,,80381.83,803.82,0.00
,,240151,C25砼矩形渡槽槽身(壁厚<20cm),元/m3,,81684.97,816.85,0.00
,,240152,C20砼矩形渡槽槽身(壁厚<30cm),元/m3,,68254.50,682.55,0.00
,,240152,C25砼矩形渡槽槽身(壁厚<30cm),元/m3,,69550.55,695.51,0.00
,,240156,C20砼U形渡槽槽身(壁厚15-20cm),元/m3,,96805.12,968.05,0.00
,,240156,C25砼U形渡槽槽身(壁厚15-20cm),元/m3,,98104.00,981.04,0.00
,,240158,C20砼预制T形梁,元/m3,,73649.29,736.49,0.00
,,240158,C25砼预制T形梁,元/m3,,76377.90,763.78,0.00
,,240159,C20砼预制T形梁,元/m3,,70649.55,706.50,0.00
,,240159,C25砼预制T形梁,元/m3,,72039.76,720.40,0.00
,,240160,C20砼预制矩形板,元/m3,,57668.06,576.68,0.00
,,240160,C25砼预制矩形板,元/m3,,59082.15,590.82,0.00
,,240160,C30砼预制矩形板,元/m3,,60538.14,605.38,0.00
,,240161,C20砼预制空心板,元/m3,,65151.95,651.52,0.00
,,240161,C25砼预制空心板,元/m3,,66559.02,665.59,0.00
,,240161,C30砼预制空心板,元/m3,,68007.80,680.08,0.00
,,240163,C20砼预制方桩,元/m3,,58713.97,587.14,0.00
,,240163,C25砼预制方桩,元/m3,,60059.23,600.59,0.00
,,240165,C20砼预制圆管(d<0.75m),元/m3,,104922.47,1049.22,0.00
,,240165,C25砼预制圆管(d<0.75m),元/m3,,106207.34,1062.07,0.00
,,240166,C20砼预制圆管(d<2m),元/m3,,80865.64,808.66,0.00
,,240166,C25砼预制圆管(d<2m),元/m3,,82119.61,821.20,0.00
,,240168,C20砼预制渡槽槽身,元/m3,,71154.39,711.54,0.00
,,240168,C25砼预制渡槽槽身,元/m3,,72449.08,724.49,0.00
,,240170,C20砼预制U形渡槽槽身,元/m3,,98405.04,984.05,0.00
,,240170,C25砼预制U形渡槽槽身,元/m3,,101343.62,1013.44,0.00
,,240172,C20砼预制拱波(s<0.4m2),元/m3,,60622.48,606.22,0.00
,,240172,C25砼预制拱波(s<0.4m2),元/m3,,62335.40,623.35,0.00
,,240172,C30砼预制拱波(s<0.4m2),元/m3,,63645.73,636.46,0.00
,,240173,C20砼预制拱波(s<0.6m2),元/m3,,56534.37,565.34,0.00
,,240173,C25砼预制拱波(s<0.6m2),元/m3,,57767.70,577.68,0.00
,,240173,C30砼预制拱波(s<0.6m2),元/m3,,59075.15,590.75,0.00
1,,240178+240337,C20砼预制板(8cm)预制运输,元/m3,,49086.38,490.86,0.00
,,240178,C25砼预制板(4-8cm),元/m3,,47841.81,478.42,0.00
,,240179,C20砼预制板(8-12cm),元/m3,,45400.08,454.00,0.00
,,240179,C25砼预制板(8-12cm),元/m3,,46665.28,466.65,0.00
,,240182,砼板砌筑(4-8cm),元/m3,,9277.04,92.77,0.00
,,240183,砼板砌筑(8-12cm),元/m3,,6727.21,67.27,0.00
,,240187,C20砼预制桥涵缘石,元/m3,,75309.53,753.10,0.00
,,240187,C25砼预制桥涵缘石,元/m3,,77645.80,776.46,0.00
,,240188,C20砼预制栏杆、扶手,元/m3,,103800.03,1038.00,0.00
,,240188,C25砼预制栏杆、扶手,元/m3,,106303.46,1063.03,0.00
,,240189,C20砼闸门预制,元/m3,,75619.69,756.20,0.00
,,240189,C25砼闸门预制,元/m3,,76901.75,769.02,0.00
,,240190,砼闸门安装,元/m3,,48560.99,485.61,0.00
,,240192,U形渡槽钢筋制安,元/t,,8070.64,8070.64,0.00
,,240193,钢筋制安,元/t,,8042.57,8042.57,0.00
,,240194,预制砼梁安装(v<1m3),元/m3,,24172.16,241.72,0.00
,,240195,预制砼梁安装(v<2m3),元/m3,,21240.39,212.40,0.00
,,240196,预制砼梁安装(v>2m3),元/m3,,18893.45,188.93,0.00
,,240199,预制渡槽槽身安装,元/m3,,22640.89,226.41,0.00
,,240200,预制砼矩形板安装,元/m3,,11808.54,118.09,0.00
,,240201,预制砼空心板安装,元/m3,,9933.18,99.33,0.00
,,240203,人工安装砼预制管(D<0.75m),元/m3,,13177.96,131.78,0.00
,,240204,人工安装砼预制管(D<1.5m),元/m3,,10382.31,103.82,0.00
,,240205,起重机安装砼预制管(D<1.25m),元/m3,,16944.16,169.44,0.00
,,240206,起重机安装砼预制管(D<2m),元/m3,,9747.11,97.47,0.00
,,240208,预制桥涵缘石安装,元/m3,,11744.98,117.45,0.00
,,240209,预制砼栏杆扶手安装,元/m3,,20363.68,203.64,0.00
,,240335,双胶轮车运砼构件50m,元/m3,,3507.19,35.07,0.00
,,240336,双胶轮车运砼构件增运50m,元/m3,,294.48,2.94,0.00
,,240337,4t汽车运预制砼构件1km,元/m3,,5070.36,50.70,0.00
,,240341,4t汽车运预制砼构件增运1km,元/m3,,684.82,6.85,0.00
,,240338,6.5t汽车运预制砼构件1km,元/m3,,10981.28,109.81,0.00
,,240342,6.5t汽车运预制砼构件增运1km,元/m3,,570.43,5.70,0.00
,,240339,8t汽车运预制砼构件1km,元/m3,,11705.42,117.05,0.00
,,240343,8t汽车运预制砼构件增运1km,元/m3,,546.01,5.46,0.00
,,240340,10t汽车运预制砼构件1km,元/m3,,12765.89,127.66,0.00
,,240344,10t汽车运预制砼构件增运1km,元/m3,,506.44,5.06,0.00
,,240345,平板拖车运预制砼构件1km(<10t),元/m3,,15508.84,155.09,0.00
,,240348,平板拖车运预制砼构件增运1km(<10t),元/m3,,1756.08,17.56,0.00
,,240346,平板拖车运预制砼构件1km(<15t),元/m3,,14190.71,141.91,0.00
,,240349,平板拖车运预制砼构件增运1km(<15t),元/m3,,5671.71,56.72,0.00
,,240351,两油一毡伸缩缝,元/m2,,3923.81,39.24,0.00
,,240352,三油两毡伸缩缝,元/m2,,6029.00,60.29,0.00
,,240353,四油三毡伸缩缝,元/m2,,8149.64,81.50,0.00
,,240354,沥青木板伸缩缝,元/m2,,9512.54,95.13,0.00
,,240357,沥青立面防水层,元/m2,,1194.18,11.94,0.00
,,240358,沥青平面防水层,元/m2,,984.57,9.85,0.00
,,240361,沥青麻刀防水层,元/m2,,9024.48,90.24,0.00
,,240363,铁片止水,元/m3,,6224.17,62.24,0.00
,,240365,橡胶止水,元/m3,,28278.59,282.79,0.00
,,240369,橡胶支座安装,元/个,,54.15,54.15,0.00
,,240404,预制无砂砼管(D=15cm),元/m,,2690.54,26.91,0.00
,,240405,预制无砂砼管(D=20cm),元/m3,,5316.25,53.16,0.00
,,240406,预制无砂砼管安装(D=15cm),元/m,,1317.85,13.18,0.00
,,240407,预制无砂砼管安装(D=20cm),元/m,,2085.79,20.86,0.00
,,240410,钢管栏杆制安,元/t,,6597.42,6597.42,0.00
,,240411,钢管扶手制安,元/t,,6019.57,6019.57,0.00
,,224098,素砼拆除,元/m3,,2987.01,298.70,0.00
,,224100,钢筋砼拆除,元/m3,,4181.81,418.18,0.00
,,240415,预制C20混凝土块,元/m3,,47631.57,476.32,0.00
,,240415,预制C25混凝土块,元/m3,,49108.27,491.08,0.00
,,240416,混凝土块浆砌护坡、护底,元/m3,,13992.21,139.92,0.00
,,240417,砼块浆砌挡土墙、桥台、闸墩,元/m3,,13786.94,137.87,0.00
,,240418,混凝土块干砌,元/m3,,4045.79,40.46,0.00
1,,240416,混凝土板浆砌护坡、护底,元/m3,,14233.45,142.33,0.00
,,240417,砼块浆砌挡土墙、桥台、闸墩,元/m3,,14020.88,140.21,0.00
,,240419,C15混凝土垫层,元/m3,,35719.30,357.19,0.00
,,240419,C25混凝土垫层,元/m3,,36915.75,369.16,0.00
,,240420,C20混凝土齿墙,元/m3,,37308.25,373.08,0.00
,,240420,C25混凝土齿墙,元/m3,,38381.91,383.82,0.00
,,240421,C20混凝土护坡(8-12cm),元/m3,,46720.99,467.21,0.00
,,240421,C25混凝土护坡(8-12cm),元/m3,,47998.60,479.99,0.00
,,240422,C20混凝土护坡(12-16cm),元/m3,,45681.38,456.81,0.00
,,240422,C25混凝土护坡(12-16cm),元/m3,,47641.88,476.42,0.00
,,240424,混凝土拆除,元/m3,,27285.07,272.85,0.00
,,240425,钢筋混凝土拆除,元/m3,,41266.14,412.66,0.00
,,六,基础处理,,,,,
,,260110,"回旋钻机钻孔
(Φ<80cm,孔深<20m,ⅠⅡ类土)",元/m,,29228.04,292.28,0.00
,,260111,"回旋钻机钻孔
(Φ<80cm,孔深<20m,Ⅲ类土)",元/m,,51616.96,516.17,0.00
,,260111,"回旋钻机钻孔
(Φ<80cm,孔深<40m,ⅠⅡ类土)",元/m,,34615.93,346.16,0.00
,,260114,"回旋钻机钻孔
(Φ<80cm,孔深<40m,Ⅲ类土)",元/m,,61124.38,611.24,0.00
,,260114,"回旋钻机钻孔
(Φ<100cm,孔深<20m,ⅠⅡ类土)",元/m,,35234.76,352.35,0.00
,,260117,"回旋钻机钻孔
(Φ<100cm,孔深<20m,Ⅲ类土)",元/m,,59775.32,597.75,0.00
,,260119,"回旋钻机钻孔
(Φ<100cm,孔深<40m,ⅠⅡ类土)",元/m,,41613.45,416.13,0.00
,,260120,"回旋钻机钻孔
(Φ<100cm,孔深<40m,Ⅲ类土)",元/m,,70664.83,706.65,0.00
,,260122,"回旋钻机钻孔
(Φ<120cm,孔深<40m,ⅠⅡ类土)",元/m,,55405.10,554.05,0.00
,,260123,"回旋钻机钻孔
(Φ<120cm,孔深<40m,Ⅲ类土)",元/m,,103957.19,1039.57,0.00
,,260125,"回旋钻机钻孔
(Φ<120cm,孔深<60m,ⅠⅡ类土)",元/m,,62851.57,628.52,0.00
,,260126,"回旋钻机钻孔
(Φ<120cm,孔深<60m,Ⅲ类土)",元/m,,120346.10,1203.46,0.00
,,260128,"回旋钻机钻孔
(Φ<150cm,孔深<40m,ⅠⅡ类土)",元/m,,64613.80,646.14,0.00
,,260129,"回旋钻机钻孔
(Φ<150cm,孔深<40m,Ⅲ类土)",元/m,,117375.04,1173.75,0.00
,,260131,"回旋钻机钻孔
(Φ<150cm,孔深<60m,ⅠⅡ类土)",元/m,,108798.27,1087.98,0.00
,,260132,"回旋钻机钻孔
(Φ<150cm,孔深<60m,Ⅲ类土)",元/m,,135774.77,1357.75,0.00
,,260143,C20灌注桩混凝土,元/m3,,61364.53,613.65,0.00
,,260144,灌注桩钢筋,元/t,,92456.32,9245.63,0.00
,,260145,钢护筒埋设(Φ<80cm),元/m,,24540.48,245.40,0.00
,,260146,钢护筒埋设(Φ<100cm),元/m,,30321.33,303.21,0.00
,,260147,钢护筒埋设(Φ<1200cm),元/m,,37510.78,375.11,0.00
,,260148,钢护筒埋设(Φ<1500cm),元/m,,48472.95,484.73,0.00
,,260170,多头深层搅拌桩,元/㎡,,17068.46,170.68,0.00
,,七,堤岸防护,,,,0.00,0.00
,,280043,人工抛石护坡、护底,元/m3,,15887.01,158.87,0.00
,,280032,土工膜铺设(粘接平铺),元/㎡,,267.68,2.68,0.00
,,280034,土工膜铺设1:2.5,元/㎡,,317.87,3.18,0.00
,,280035,土工膜铺设1:2,元/㎡,,334.60,3.35,0.00
,,280036,土工膜铺设1:1.5,元/㎡,,379.21,3.79,0.00
,,280023,人工铺草皮(满铺),元/㎡,,762.03,7.62,0.00
,,280024,人工铺草皮(花格),元/㎡,,332.96,3.33,0.00
,,280044,抛石护坡、护底,元/㎡,,14647.83,146.48,0.00
,,第三部分,金属结构设备及安装工程,,,,,0.00
,,‘08040,"螺杆式启闭机
安装(自重0.5t)",元/台,,3901.37,3901.37,0.00
,,‘08041,螺杆式启闭机安装,元/台,,4765.37,4765.37,0.00
,,‘08042,"螺杆式启闭机
安装(自重2t)",元/台,,6161.34,6161.34,0.00
,,‘08046,"手轮式小型闸门启
闭机安装(自重<0.5t)",元/台,,864.04,864.04,0.00
,,‘08047,"手摇式小型闸门启
闭机安装(自重<0.5t)",元/台,,1126.11,1126.11,0.00
,,‘08048,"电动小型闸门启
闭机安装(自重<0.5t)",元/台,,2386.61,2386.61,0.00
,,‘09001,平板闸门安装(自重3t),元/t,,2398.26,2398.26,0.00
,,‘09002,平板闸门安装(自重5t),元/t,,2230.93,2230.93,0.00
,,‘09022,弧形闸门安装(自重5t),元/t,,3644.34,3644.34,0.00
,,‘09023,弧形闸门安装(自重10t),元/t,,3568.50,3568.50,0.00
,,‘09054,砼闸门安装(自重5t),元/t,,1240.93,1240.93,0.00
,,‘09055,砼闸门安装(自重10t),元/t,,1171.67,1171.67,0.00
,,‘09061,"小型铸铁闸门安装
(S=0.5m2)",元/扇,,1334.98,1334.98,0.00
,,‘09062,"小型铸铁闸门安装
(S=1m2)",元/扇,,1770.70,1770.70,0.00
,,‘09063,"小型铸铁闸门安装
(S=1.5m2)",元/扇,,2292.67,2292.67,0.00
,,‘09064,"小型铸铁闸门安装
(S=2m2)",元/扇,,2984.76,2984.76,0.00
,,‘09065,"小型铸铁闸门安装
(S=2.5m2)",元/扇,,4409.81,4409.81,0.00
,,‘09066,"小型铸铁闸门安装
(S=3m2)",元/扇,,5422.84,5422.84,0.00
,,‘09067,"闸门埋设件安装
(自重3t)",元/t,,5114.21,5114.21,0.00
,,‘09076,拦污栅槽安装(自重<2t),元/t,,4879.16,4879.16,0.00
,,‘09077,拦污栅槽安装(自重<5t),元/t,,4321.25,432
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
- 2024年度品牌合作合同:国际奢侈品牌的联合市场推广活动
- 2024年度餐饮店供应商评估与管理合同
- 2024年度版权许可使用合同(商标)
- 2024年度知识产权保护框架合同
- 2024年度维修服务合同维修范围与维修质量保证
- 2024年度泵站排水系统设计与施工合同
- 2024年度多功能智能家居产品开发合作合同
- 2024年度旅游服务合同:旅行社为客户提供旅游套餐及服务
- 郑州大学《妇产科学》2023-2024学年第一学期期末试卷
- 3D打印服务合同与协议
- (试卷)建瓯市2024-2025学年第一学期七年级期中质量监测
- 机耕道路维护方案
- 《安徽省二年级上学期数学期末试卷全套》
- 4.2 让家更美好(大单元教学设计) -2024-2025学年统编版道德与法治七年级上册
- 保安人员安全知识培训内容
- 山东省淄博市张店区2024-2025学年八年级上学期期中语文试题(含答案)
- 国开(浙江)2024年秋《中国建筑史(本)》形考作业1-4答案
- 上海市普陀区2024-2025学年六年级(五四学制)上学期期中语文试题
- 2024黔东南州事业单位第二批遴选人员调减遴选历年高频难、易错点500题模拟试题附带答案详解
- 2024年海南省高考历史试卷(含答案解析)
- 2024新能源光伏电站运行规程和检修规程
评论
0/150
提交评论