隧道工程造价清单

白鸭山矿山隧道总预算,,,,,,,

,,编制范围:白鸭山矿山隧道,数据文件编号:造价,,公路等级:四级公路,,

,,路基或桥梁宽度(m):8.5,,,建筑工程造价,,

"目的

代号","节的

代号",项或目或节或细目或定额的名称,单位,数量,单价（元）,造价（元）,备注

502-1,,洞口、明洞开挖,,,,,

,-a,土石方,m3,19870.000,51.85,1030259.50,

502-2,,防水与排水,,,,,

,-a,M7.5浆砌片石截水沟,m3,18150.434,148.08,2687716.27,

,-b,M7.5砂浆砌片石排水沟,m2,6200.000,130.00,806000.00,

,-c,防水土工布,m2,99496.700,8.63,858656.52,

502-3,,洞口坡面防护,,,,,

,-a,C20喷射混凝土,m3,2250.000,715.15,1609087.50,

,-b,钢筋网（HPB235级）,kg,79660.000,4.54,361656.40,

,-c,砂浆锚杆（φ22）,m,51500.000,6.00,309000.00,

,-d,M7.5浆砌片石护坡,m3,,,,

,-e,C20片石混凝土挡土墙,m3,5600.000,425.75,2384200.00,

,-f,浆砌片石拱形骨架,m2,,,,

502-4,,洞门建筑,,,,,

,-a,C20混凝土,m3,7760.000,342.00,2653920.00,

,-b,C25混凝土挡水快,m3,,,,

,-c,带肋钢筋（HRB335)级,kg,15350.000,4.54,69627.60,

502-5,,明洞衬砌,,,,,

,-a,C25（防水）混凝土,m3,7780.000,380.00,2956400.00,

,-b,光圆钢筋(HPB235级),kg,21135.000,4.48,94684.80,

,-c,带肋钢筋(HRB335级),kg,16376.000,4.54,74347.04,

,-d,C15片石混凝土,m3,5660.000,325.00,1839500.00,

,-e,C25混凝土（仰拱）,m3,5077.000,380.00,1929260.00,

,-f,C20混凝土回填,m3,,,,

502-6,,遮光棚(板),,,,,

,-a,C25(防水）混凝土,m3,,,,

,-b,光圆钢筋(HPB235级),kg,,,,

,-c,带肋钢筋(HRB335级),kg,,,,

,-d,C15片石混凝土,m3,,,,

,-e,型钢,kg,,,,

,-f,遮光板,m2,,,,

502-7,,洞顶回填,,,,,

,-a,回填土石方,m3,8900.000,8.82,78498.00,

,-b,粘土,m3,,,,

,-c,M7.5浆砌片石,m3,14680.000,140.00,2055200.00,

,-d,φ50小导管（壁厚4mm),m,,,,

503-1,,洞身开挖,,,,,

,-a,土石方,m3,270783.000,81.46,22057983.18,

503-2,,超前支护,,,,,

,-a,φ108导向管（壁厚4mm）,m,1650.000,32.00,52800.00,

,-b,I20a钢拱架,kg,3340.000,5.97,19939.80,

,-c,C25套拱混凝土,m3,7500.000,380.00,2850000.00,

,-d,φ89超前导管（壁厚5mm）,m,1650.000,28.00,46200.00,

,-e,φ42超前导管（壁厚4mm）,m,7089.750,15.00,106346.25,

,-f,φ22超前砂浆锚杆,m,15932.900,6.00,95597.40,

503-3,,锚喷支护,,,,,

,-a,C25喷射钢纤维混凝土,m3,3165.100,898.28,2843146.03,

,-b,φ25中空注浆锚杆,m,7563.100,7.50,56723.25,

,-c,φ22砂浆锚杆,m,41936.500,6.00,251619.00,

,-d,φ42注浆导管（壁厚4mm）,m,,,,

,-e,钢筋网（HPB235）,kg,33452.900,609.00,20372816.10,

,-f,主洞型钢钢架,kg,89846.500,5.97,536383.61,

,-g,主洞格栅钢架,kg,175194.800,5.97,1045912.96,

,-h,导洞型钢钢架,kg,12785.000,5.97,76326.45,

,-i,导洞格栅钢架,kg,,,,

,-j,车、人行横洞型钢钢架,kg,,,,

,-k,车、人行横洞格栅钢架,kg,17177.500,5.97,102549.68,

504-1,,洞身衬砌,,,,,

,-a,C25防水混凝土,m3,17577.250,380.00,6679355.00,

,-b,光圆钢筋（HPB235级）,kg,39796.000,4.54,180673.84,

,-c,带肋钢筋（HRB335级）,kg,45933.500,4.54,208538.09,

504-2,,仰拱、铺底混凝土,,,,,

,-a,C15片石混凝土,m3,6165.000,325.00,2003625.00,

,-b,C25混凝土,m3,7606.250,359.00,2730643.75,

504-3,,边沟、电缆沟混凝土,,,,,

,-a,C25现浇混凝土,m3,16317.500,359.00,5857982.50,

,-b,C25预制混凝土,m3,6877.500,359.00,2469022.50,

,-c,光圆钢筋（HPB235级）,kg,58888.750,4.54,267354.93,

,-d,带肋钢筋（HRB335级）,kg,50127.000,4.54,227576.58,

504-4,,洞门,,,,,

,-a,车行横洞门,个,4.000,38367.66,153470.64,

,-b,人行横洞门,个,8.000,1023.14,8185.12,

504-5,,洞内路面,,,,,

,-a,混凝土路面（26cm厚，抗弯拉强度大于5MPa）,m2,45980.000,90.32,4152913.60,

,-b,混凝土路面（25cm厚，抗弯拉强度大于5MPa）,m2,54775.000,85.50,4683262.50,

,,,,,,#VALUE!,

,-c,混凝土路面（22cm厚，抗弯拉强度大于4.5MPa）,m2,7140.000,68.24,487233.60,

,-d,混凝土路面（18cm厚，抗弯拉强度大于3MPa）,m2,5280.000,50.15,264792.00,

,-e,"钢筋混凝土路面（25cm厚，抗弯拉强度大于5MPa）

",m2,,,,

,-f,"钢筋混凝土路面（26cm厚，抗弯拉强度大于5MPa）

",m2,,,,

,-g,C20素混凝土基层（20cm厚）,m2,15680.000,47.25,740880.00,

,-h,C20素混凝土基层（15cm厚）,m2,3105.000,45.52,141339.60,

,-i,光圆钢筋（HPB235级）,kg,336797.500,4.54,1529060.65,

,-j,带肋钢筋（HRB335级）,kg,408987.500,4.48,1832264.00,

504-6,,预埋管线,,,,,

,-a,电缆,m,5409.000,39.93,215981.37,

,-b,电线,m,22100.000,2.67,59007.00,

,-c,2管接线盒（25cm×25cm×18cm),只,450.000,13.50,6075.00,

,-d,1管接线盒（25cm×25cm×18cm),只,450.000,10.00,4500.00,

,-e,过线盒（25cm×25cm×18cm),只,900.000,3.50,3150.00,

,-f,镀锌钢管G50,m,130.000,23.00,2990.00,

,-g,镀锌钢管G70,m,790.000,28.00,22120.00,

,-h,镀锌钢管G100,m,284.000,34.00,9656.00,

,-i,镀锌钢管G80,m,11380.000,30.00,341400.00,

,-j,很穿路基钢管φ114×4,m,11650.000,46.00,535900.00,

,-k,电力人井,2个,48.000,1300.00,62400.00,

504-7,,射流风机吊挂位置预埋件,,,,,

,-a,钢筋（HRB335）,kg,5964.750,4.54,27079.97,

,-b,角钢,kg,5942.000,4.64,27570.88,

,-c,钢板,kg,10071.000,4.34,43708.14,

,-d,螺栓、螺母,个,418.000,1.00,418.00,

,-e,支座,kg,,,,

,-f,横穿路基套管DN250,m,104.000,40.00,4160.00,

,-g,横洞内箱式变电站基础,处,,,,

,-h,配电横洞变电所电缆托架,kg,97.000,4.54,440.38,

,-i,配电横洞变电所10号槽钢,kg,368.000,4.54,1670.72,

,-j,配电横洞变电所花纹钢板,kg,895.000,4.54,4063.30,

505-1,,防水与排水,,,,,

,-a,无纺布（350g/kg）,m2,51665.750,8.00,413326.00,

,-b,HDPE防排水板,m2,51121.500,17.53,896159.90,

,-c,橡胶止水带（350mm×10mm）,m2,27250.000,26.86,731935.00,

,-d,止水条（14mm×30mm）,m,48535.000,24.31,1179885.85,

,-e,横向排水管（φ100mmHDPE波纹管）,m,17010.000,30.12,512341.20,

,-f,环向排水管（φ100Ω管）,m,7590.500,46.82,355387.21,

,-g,纵向排水管（φ100mmHDPE波纹管）,m,4096.000,27.72,113541.12,

,-h,碎石反滤层,m3,3950.000,126.00,497700.00,

,-i,C15混凝土,m3,2000.000,325.00,650000.00,

,-j,中心沟,m,5409.000,125.74,680127.66,

,-k,纵向管检查井,座,310.000,451.52,139971.20,

,-l,边沟检查井,座,306.000,120.00,36720.00,

,-m,中心沟检查井,座,76.000,120.00,9120.00,

509-2,,采空区处理,,,,,

,-a,M7.5浆砌片石,,,,,

509-3,,岩溶处理,,,,,

,-a,C25混凝土,m3,100.000,359.00,35900.00,

,-b,钢筋HPB235,kg,30000.000,4.54,136200.00,

,-c,钢筋HRB335,kg,11000.000,4.54,49940.00,

,-d,M7.5浆砌片石,m3,15000.000,140.00,2100000.00,

,-e,干砌片石,m3,15000.000,110.00,1650000.00,

××,,其他工程,,,,,

,1,混凝土搅拌站(25m3/h内),2座,2.000,2400000.00,4800000.00,

,2,废水处理池,2座,2.000,35300.00,70600.00,

,3,施工营地,2处,2.000,2250000.00,4500000.00,

,4