隧道工程量计算表格

隧道主要工程数量表（土建部分）,,,,,,,,,,,,,,,,

项目,,,材料,单位,下南山1号隧道,下南山2号隧道,下南山3号隧道,大港头隧道,备注,,2类,3类,4类,消防,照明,

一、暗洞工程,,,,,,,,,,,,,,,,

开挖,坚石,,,m3,0,0,0,0,,,,,,,,

,次坚石,,,m3,17586,8793,8793,17586,,,,,175.86,,,

,软石,,,m3,39195,23057,15277,29637,,,222.07,211.19,,5.45,13.78,

,土质,,,m3,0,0,0,0,,,,,,,,

初期支护,喷砼,,C20喷砼,m3,3165,1831,1274,2480,,,15.88,12.57,6.06,0.94,2.34,

,φ25先锚后灌式注浆锚杆,,见“构造图”,m,40005,24343,14543,27965,,,280,99,74.25,,,

,钢筋网,,Ⅰ级钢筋,Kg,73679,44745,26894,51748,,,510.02,159.03,164.64,,,

,超前锚杆,,φ22螺纹钢筋,m,9600,4800,4800,9600,必要时,,,96,,,,

,管棚,,φ108×6钢管（YB231-70),Kg,102183,70645,26492,47938,,,1261.52,,,,,

,注浆,,水泥浆,m3,1567,892,647,1266,估列,,7,7,3,,,

,型钢钢拱架,,工字钢及配件,Kg,316594,202978,108192,200143,含护拱段,,2708.16,918.25,,,,2704.2

,钢筋拱架,,导洞数量,Kg,17471,12079,4529,8196,,,215.69,,,,,

,砂浆锚杆,,导洞数量,Kg,5538,3350,2038,3925,,,37.5,25,,,,

,预埋钢板,,导洞数量,Kg,6993,4318,2463,4714,,,53,27,,,,

模注砼,,,C30砼(拱圈/仰拱)，抗渗S10,m3,10359,5878,4314,8438,AEC水泥,,44.57,38.23,28.84,2.83,5.26,

仰拱填充,,,C15片石砼,m3,3739,2190,1467,2851,,,20.66,20.66,,,,

衬砌结构钢筋,,Ⅰ级,,Kg,139686,82573,53828,104371,,,821.29,731.62,,,,

,,Ⅱ级,,Kg,533179,314336,206522,400722,,,3080.41,2836.66,,,,

二、明洞工程,,,,,,,,,,,,,,,,

明洞开挖/回填,,,,m3,8345/918,6821/750,16707/1838,5620/618,估列,,,,,,,

仰拱填充,,,C15片石砼,m3,310,207,413,207,,,20.66,,,,,

衬砌,模注砼,,C30泵砼,m3,809,539,1078,539,AEC水泥,,53.92,,,,,

,钢筋,Ⅰ级钢筋,,Kg,31841,21227,42455,21227,,,2122.74,,,,,

,,Ⅱ级钢筋,,Kg,65532,43688,87376,43688,,,4368.78,,,,,

砼调平层,,,C10砼,m3,40,26,53,26,,,2.64,,,,,

墙背填充,,,M7.5浆砌片石,m3,138,92,184,92,,,9.2,,,,,

挡墙,,,M5浆砌块石,m3,25.4,,407.0,,,,,,,,,

三、洞门工程,,,,,,,,,,,,,,,,

墙身,,,C15片石混凝土,m3,918.3,933.7,856.5,881.3,,,,,,,,

端墙饰面,,,粗料石（60×30×25cm）,m3,114.8,116.7,107.1,110.2,,,,,,,,

帽石,,,C15砼,m3,9.5,9.9,9.1,8.4,,,0.12,,,消防,照明,

洞背天沟及铺砌,,,M5浆砌片石,m3,226,252,220,198,估列,,0.8536,,,,,

引水管,,,φ300混凝土管,m,,25.4,,,,,,,,,,

四、洞内防排水工程,,,,,,,,,,,,,,,,

明洞背贴式防水层（厚度2.5mm）,,,SBS改性沥青防水卷材,m2,768,512,1024,512,,,51.18,,,,,

衬砌防排水层,,,PVC复合防水卷材,m2,13252,7377,4697,11189,,,47.62,47.08,45.72,8.93,7.08,

沉降缝止水带,,,橡胶止水带300×φ25×R19×8,m,3742,2587,970,1756,,,46.2,,,,,

工作缝止水带,,,带注浆管膨润土橡胶遇水膨胀止水条（15×20）,m,1081.9,600.6,465.9,916.3,每12m一浇注段，设一处,,46.2,,,,,

,,,编制：,,,,复核：,,,,,,,,,

隧道主要工程数量表（土建部分续表）,,,,,,,,,,,,,,,,

项目,,,材料,单位,务岭隧道,下南山1号隧道,下南山2号隧道,大港头隧道,备注,,2类,3类,4类,消防,照明,

φ100HDPE打孔双壁波纹管,,,,m,1124,624,484,952,,,,,,,,

Φ50HDPE打孔单壁波纹管,,,,m,0,0,0,0,估列,,48,,,,,

φ100UPVC三通,,,,只,45,25,19,38,,,,,,,,

路面下排水管,,,φ30cm钢筋混凝土管,m,281,156,121,238,,,,,,,,

,,,φ100HDPE打孔双壁波纹管,m,292.2,162.2,125.8,247.5,,,6.5,,,,,

土工布排水虑层,,,200g/m2土工布,m2,766.5,425.5,330.0,649.2,,,φ30,,,,,

排水沟混凝土垫座,,,C15砼,m3,24.7,13.7,10.6,20.9,,,0.044,,,,,

排水沟级配碎石,,,2-4cm级配碎石,m3,174.2,96.7,75.0,147.6,,,0.31,,,,,

路基中央排水沟暗井井身,,,C20砼,m3,12.1,6.7,5.2,10.3,,,,,,,,

预制路基中央排水沟暗井盖板,,,C30钢筋砼,块,22,12,10,19,,,,,,,,

路缘排水沟,,钢筋,Ⅰ级钢筋,Kg,2810.0,1560.0,1210.0,2380.0,,,5,,,,,

,,混凝土,C30混凝土,m3,50.0,27.8,21.5,42.4,,,0.089,,,,,

沉沙井井身,,,C20混凝土,m3,5.4,3.0,2.3,4.5,路缘排水沟每25m设一沉沙井,,0.2385,,,,,

沉沙井梳型铸铁井盖板及底座,,,QT40-17型球墨铸铁（1348-78）,套,22,12,10,19,,,,,,,,

五、洞内饰面工程,,,,,,,,,,,,,,,,

衬砌涂层,,,隧道专用涂料,m2,8430,4680,3630,7140,,,30,,,,,

白色瓷砖侧墙饰面,,,外墙釉面砖（优级）,m2,2855,1585,1229,2418,,,5.08,,,,,

面砖抹平面,,,纯水泥浆,m3,57,32,25,48,,,5.08,,,,,

六、洞内路面工程,,,,,,,,,,,,,,,,

沥青铺装层,,,4cm厚细粒式沥青砼+6cm厚中粒式沥青砼,m2,2459,1365,1059,2083,,,,,,,,

20cm厚C40钢纤维砼板,,,抗弯拉强度不小于6.0MPa,m3,492,273,212,417,,,,,,,,

路面用钢筋,,,Ⅰ级,Kg,499,277,215,422,,,1.775,,,,,

,,,Ⅱ级,Kg,2788,1548,1200,2361,,,9.92,,,,,

水泥混凝土垫层（厚15cm）,,,C20混凝土,m3,369,205,159,312,,,,,,,,

七、设备槽（沟）室,,,,,,,,,,,,,,,,

电缆槽、侧沟盖板,,,C25钢筋混凝土,m3,48.89,27.14,21.05,41.41,,,0.033,0.021,,,,

洞室沟槽盖板,,,C20钢筋混凝土,m3,41.03,22.78,17.67,34.75,,,0.073,,,,,

路缘石沟槽铺底,,,C20混凝土,m3,893.6,496.1,384.8,756.8,,,3.18,,,,,

路缘石加固钢筋,,,Ⅰ级,Kg,8143.4,4520.9,3506.6,6897.2,,,28.98,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,30