平天隧道汇总第1分册9工程数量表

1、神明川隧道工程数量表S5-3-1第1页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞神明川隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计36.0908.0586.021.2775.0755.01530.01洞口、明洞开挖级m11102.76898.14204.611102.72级m3洞顶防排水开挖土方m444.0444.0444.04浆砌片石截水沟M7.5m211.2211.2211.25复合土工膜m768.0768.0768.06洞口坡面防护钢筋网HPB300kg9561.35063.94497.49561.37喷射混凝土C20m242

2、.0128.2113.8242.08砂浆锚杆22kg19600.510384.19216.419600.59砂浆锚杆25kg2021.32021.32021.310砂浆锚杆32kg11注浆小导管424mm钢花管m12浆液体积m13方格网植草C15现浇混凝土m321.7195.4126.3321.714C25砼预制块衬格m30.318.411.930.315挖土m39.724.115.639.716植草m601.6308.2293.4601.617锚杆框架植草现浇C20混凝土m40.719.221.540.718HRB400kg2972.91400.51572.42972.919HPB300kg

3、406.2191.4214.9406.220拉伸网植草m334.6157.6176.9334.521固定锚桩kg117.555.462.2117.522填耕植土m133.863.070.8133.82370锚杆钻孔m952.6448.7503.8952.62425锚杆kg3622.11706.31915.83622.125M30锚杆孔注浆m14.87.07.814.826主动防护网m27危石清除m28滑坡m29片石混凝土基础C15m30回填土m31浆砌片石挡墙M7.5m32钻孔（加固）50m33注浆管（加固）32m34浆液（加固）水泥浆液m35混凝土挡墙C30m722.9401.6321.37

4、22.936混凝土护拱C30m37型钢I20a工字钢kg38连接钢板A3钢板kg39孔口管1276mmm40固定钢筋HRB400kg41地脚螺丝套42锁脚锚管505mmm43浆液体积m44洞门建筑洞门挖基m4079.72127.31952.44079.745混凝土C25m1774.6777.5997.11774.646混凝土C30m47钢筋HPB300kg14910.96747.48163.514910.948HRB400kg40257.319017.121240.140257.349洞门装饰蘑菇石m1086.6461.0625.71086.650明洞衬砌衬砌混凝土C30混凝土 防水等级：P8

5、m594.0330.0264.0594.0神明川隧道工程数量表S5-3-1第2页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞神明川隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计36.0908.0586.021.2775.0755.01530.051明洞衬砌仰拱混凝土C30 防水等级：P8m257.0142.8114.2257.052钢筋HPB300kg53HRB400kg56945.931636.625309.356945.954HDPE打孔波纹管100m55仰拱、拱顶回填C15混凝土m31.4280.8187.4124.8312.25

6、6明洞回填夯填土m4079.21923.72155.54079.257种植土m523.9287.4236.4523.958三七灰土隔水层m515.9281.2234.7515.959片石混凝土C15m1042.0163.1988.6216.51205.160水泥稳定碎石m61洞身开挖级m96346.348334.248012.196346.362级m56625.7252.229114.927763.056877.963级m64超前支护超前锚杆22砂浆锚杆kg98094.250251.747842.498094.265超前自进式锚杆R32m66超前小导管424mm钢花管m51373.5924.0

7、26258.126039.452297.567注水泥浆m1284.223.1656.4650.91307.368钻孔m51373.5924.026258.126039.452297.569超前支护长管棚1086mm钢花管m4968.02304.02664.04968.070钻孔m4692.02176.02516.04692.071扫孔m4692.02176.02516.04692.072浆液体积m459.0212.8246.2459.073水玻璃（35波美度）t74C15混凝土基础m14.44.89.614.475I20a工字钢kg7542.43170.64371.87542.476Q235钢

8、板kg456.3205.7250.6456.377HRB400钢筋kg1513.3638.7874.61513.3781274mm孔口管m276.0128.0148.0276.079C30混凝土套拱m108.445.463.0108.480初期支护喷射早强混凝土C25m6808.13126.019.15033.14920.19953.281细石混凝土回填m783.4399.4384.0783.482钢筋网HPB300kg66547.031371.2477.749786.648609.298395.883砂浆锚杆22kg94798.11205.549133.546870.196003.784波纹

9、钢板kg1411680.0719680.0692000.01411680.085中空注浆锚杆R25m12396.017100.014324.515171.529496.086加固注浆424mm钢花管m2333.51166.81166.82333.587浆液体积m58.829.429.458.888钢支撑工字钢kg1288398.6298085.2805899.3780584.41586483.889连接钢筋HRB400kg92766.248348.871396.369718.7141115.090连接钢板Q235钢板kg252736.338369.7148268.3142837.8291106

10、.191锁脚锚管42锁脚锚管m62762.132073.230688.962762.192浆液体积m1569.1801.8767.21569.193锁脚锚杆22锚杆kg5156.642319.423738.023738.047476.094导坑支护系统锚杆22药卷锚杆kg95超前小导管424mm钢花管m96浆液体积m97喷射混凝土C25m59.629.829.859.698钢筋网HPB300kg602.8301.4301.4602.899锁脚锚杆22砂浆锚杆kg100钢支撑工字钢kg9155.54577.84577.89155.5神明川隧道工程数量表S5-3-1第3页共5页编制：复核:二审：项

11、目名称材料名称规格或型号洞口暗洞神明川隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计36.0908.0586.021.2775.0755.01530.0101导坑支护连接钢板Q235钢板kg210.9105.5105.5210.9102钢架连接钢筋HRB400kg1002.4501.2501.21002.4103锁脚锚杆22锚杆kg104锁脚锚管42锁脚锚管m105浆液体积m106洞身衬砌衬砌混凝土C30混凝土 防水等级：P8m10739.06110.159.88536.68372.216908.8107仰拱混凝土C30混凝土 防水等级：P8m506

12、1.72355.23747.73669.37416.9108衬砌混凝土C30气密性混凝土m109仰拱混凝土C30气密性混凝土m110边侧墙回填C25砼m111钢筋HPB300kg112钢筋HRB400kg1017104.9146831.4586556.6577379.71163936.3113仰拱回填仰拱回填C15混凝土m7082.44570.85889.05764.211653.2114拱顶注浆预留注浆孔424mm钢花管m135.380.9109.2107.0216.2115水泥砂浆m227.0146.5188.8184.8373.5116洞门行人横洞门393250甲级防火门幅2.01.01

13、.02.0117行车横洞门665550甲级防火门幅118主洞路面沥青混凝面层4cm高性能改性沥青混凝土（掺阻m13005.06587.56417.513005.0119沥青混凝面层6cm高性能改性沥青混凝土m13005.06587.56417.513005.0120水泥混凝土板24cm厚C40混凝土m13387.56781.36606.313387.5121混凝土基层18cm厚C20混凝土m13387.56781.36606.313387.5122热融改性沥青碎石封层m13005.06587.56417.513005.0123粘层油m13005.06587.56417.513005.0124纵

14、缝拉杆14kg2074.71050.91023.82074.7125横向缩缝传力杆30kg772.4386.2386.2772.4126横向胀缝传力杆30kg321.8160.9160.9321.8127横缝拉杆25kg237.4118.7118.7237.4128支架钢筋12kg425.2212.6212.6425.2129支架钢筋16kg808.9404.5404.5808.9130玻纤格栅m52.526.326.352.513190板角补强钢筋14kg132洞口埋板现浇C35混凝土m25.212.612.625.2133车行横洞路面水泥混凝土板20cm厚m134C20混凝土基层15cm厚

15、m135人行、设备横洞路面水泥混凝土板10cm厚m46.623.323.346.6136C20混凝土基层10cm厚m46.623.323.346.6137防排水单面自粘复合防水板(一布一板1.2mmEVA防水板+350g/m无纺布m23698.813970.2230.619142.818756.937899.7138单面自粘复合防水板(二布一板1.2mmEVA防水板+350g/m无纺布m885.6492.0393.6885.6139梯形背贴式可排水止水带L=30cmm4273.92164.42109.44273.9140蝶形橡胶止水带m4167.92110.82057.14167.9141防水

16、胶泥30cm宽m284.4158.0126.4284.4142施工缝及沉降缝切槽2x3cmm3298.01670.61627.43298.0143浸沥青木丝板m6.43.33.16.4144环向排水环向半管100软式半圆管m5561.52422.134.64044.23974.18018.3145环向半管带半圆孔背贴式止水带m146环向排水管TMF7x3.5cmm147横向排水横向排水管100mmHDPE无孔波纹管m49.62565.11093.91872.91835.63708.6148三通接头三通接头个8.0454.0195.37.1335.5328.9664.4149纵向排水纵向排水管1

17、00HDPE双壁单侧打孔波纹管m72.01816.01172.042.41571.21531.23102.4150素混凝土(基座)C15m14.8372.3240.38.7322.1313.9636.0神明川隧道工程数量表S5-3-1第4页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞神明川隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计36.0908.0586.021.2775.0755.01530.0151纵向排水砂砾盲沟m152碎石3-5cm碎石m1.127.217.60.623.623.046.5153无纺布350g/mm154边水

18、沟现浇混凝土C40m30.615.515.130.6155中心水沟预制混凝土C25m91.846.545.391.8156现浇混凝土C25m157钢筋HPB300钢筋kg1744.2883.5860.71744.2158钢筋HRB400钢筋kg7068.63580.53488.17068.6159管座混凝土C15m160开挖石方m161透水土工布透水土工布m16235cm卵石盲沟35cm卵石盲沟m163C15砼回填C15砼回填m164路面截水沟钢筋HRB400钢筋kg253.6126.8126.8253.6165混凝土钢混凝土m31.90.90.91.9166型钢80*50*8角钢kg379.

19、8189.9189.9379.8167混凝土C25预制混凝土m3168电缆沟混凝土槽身C25混凝土（槽身）m31107.7561.1546.61107.7169混凝土盖板C25预制混凝土m3211.1107.0104.2211.11701024m171钢筋（槽身）HRB400钢筋kg32589.016507.516081.532589.0172HPB300钢筋kg15116.47657.07459.415116.4173钢筋（盖板）HRB400钢筋kg19278.09765.09513.019278.0174HPB300钢筋kg13739.46959.56779.913739.4175中心水沟

20、检查井钢筋HRB400钢筋kg1453.3726.7726.71453.3176钢筋HPB300钢筋kg127.163.563.5127.1177混凝土盖板C35预制混凝土m34.32.22.24.3178混凝土井身C25现浇混凝土m38.84.44.48.8179钢盖板5cm厚钢盖板kg3549.41774.71774.73549.4180双层油毛毡双层油毛毡m181挖方m3182纵向管检查井挖方m361.630.830.861.6183混凝土C25混凝土m314.07.07.014.0184钢盖板1cm厚钢盖板kg2492.01246.01246.02492.0185钢筋HRB400钢筋k

21、g350.0175.0175.0350.0186油浸木质盖板油浸木质盖板m15.47.77.715.4187保温材料沥青玻璃布/聚氨酯材料m318.29.19.118.2188手孔井现浇混凝土C25混凝土m13.06.56.513.0189预制混凝土C25混凝土m1.50.80.81.51901024150m24.012.012.024.0191钢筋HPB300kg666.1333.0333.0666.1192HRB400kg913.5456.8456.8913.5193洞外排水沟预制混凝土C25m1.50.80.81.5194现浇混凝土C25m4.12.02.04.1195钢筋HRB400钢

22、筋kg286.6143.3143.3286.6196HPB300钢筋kg99.649.849.899.6197中心水沟洞口保暖包头混凝土矮墙C20m5.32.72.75.3198干砌片石m2.51.31.32.5199碎石透水层m11.25.65.611.2200炉渣保温层m6.43.23.26.4神明川隧道工程数量表S5-3-1第5页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞神明川隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计36.0908.0586.021.2775.0755.01530.0201开挖普通土m30.015.015.

23、030.0202黄土地基处理开挖土方m203C15素混凝土C15m204灰土换填三七灰土m205旋喷桩600单管旋喷桩（实桩）m33556.316948.816607.533556.3206600单管旋喷桩（空桩）m18068.89126.38942.518068.8207超前地质预报TSPTSPm930.0475.0455.0930.0208地质地质m400.0200.0200.0400.0209超前钻孔76cmm600.0300.0300.0600.0210救援通道800m200.0100.0100.0200.0211预留预埋开挖土方m212喷射混凝土C25m213二衬混凝土C30混凝土

24、防水等级：P8m214钢筋HPB300kg215钢筋HRB400kg216钢支撑工字钢kg217连接钢板Q235钢板kg218锁脚锚杆22锚杆kg219单面自粘复合防水板(一布一板1.2mmEVA防水板+350g/m无纺布m220预埋穿线管LV-5-50#m500.2500.2500.2221LV-5-101#m200.0200.0200.0222预埋1144.5mmm50.450.450.4223接线盒200200200mm个75.075.075.0224XRJ-10、250350160mm个2.02.02.0225XRJ-9、200250160mm个4.04.04.022610号铁丝kg4

25、1.941.941.9227接地扁钢405mmkg56.556.556.5228连接、架立钢板Q235钢板kg229螺栓、螺母M20*7kg230预埋镀锌钢板kg231槽钢A3Fkg232螺母、垫圈M16、A3kg233弯钩螺栓A3kg234钢板弯钩kg235保温管道DN150m236直埋管道DN150m237对夹式蝶阀DN150个238套管DN225m239150弯头DN150个240管道砼支墩340*340套241镀锌SC100m242钢丝3m327.4327.4327.4243镀锌扁钢404mmm80.080.080.0隧道工程数量表S5-3-2第1页共5页编制：复核:二审：项目名称材料

26、名称规格或型号洞口暗洞隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.01227.01117.0100.044.968.51225.01260.02485.01洞口、明洞开挖级m7912.15521.42390.77912.12级m3洞顶防排水开挖土方m512.5512.5512.54浆砌片石截水沟M7.5m257.0257.0257.05复合土工膜m886.4886.4886.46洞口坡面防护钢筋网HPB300kg7450.94178.03272.97450.97喷射混凝土C20m192.0109.182.9192.08砂浆锚杆22kg1480

27、9.68098.86710.914809.69砂浆锚杆25kg3719.13719.13719.110砂浆锚杆32kg11注浆小导管424mm钢花管m12浆液体积m13方格网植草C15现浇混凝土m330.5242.987.6330.514C25砼预制块衬格m31.122.98.231.115挖土m40.830.010.840.816植草m767.8564.4203.5767.817锚杆框架植草现浇C20混凝土m48.122.425.748.118HRB400kg3507.91634.51873.33507.919HPB300kg479.3223.4256.0479.320拉伸网植草m394.7

28、183.9210.8394.721固定锚桩kg138.764.674.0138.622填耕植土m157.973.684.3157.92370锚杆钻孔m1124.0523.7600.21124.02425锚杆kg4273.81991.52282.44273.825M30锚杆孔注浆m17.58.19.317.526主动防护网m27危石清除m28滑坡m29片石混凝土基础C15m30回填土m31浆砌片石挡墙M7.5m32钻孔（加固）50m33注浆管（加固）32m35混凝土挡墙C30m662.6662.6662.636混凝土护拱C30m37型钢I20a工字钢kg38连接钢板A3钢板kg39孔口管1276

29、mmm40固定钢筋HRB400kg41地脚螺丝套42锁脚锚管505mmm43浆液体积m44洞门建筑洞门挖基m3850.32080.41769.93850.345混凝土C25m1810.2855.7954.41810.246混凝土C30m47钢筋HPB300kg14625.45219.59405.914625.448HRB400kg37817.8.537817.849洞门装饰蘑菇石m1034.9359.2675.71034.950明洞衬砌衬砌混凝土C30混凝土 防水等级：P8m676.5544.5132.0676.5隧道工程数量表S5-3-2第2页共5页编制：复核:二审：项目名称材料名称规格或型

30、号洞口暗洞隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.01227.01117.0100.044.968.51225.01260.02485.051明洞衬砌仰拱混凝土C30 防水等级：P8m292.7235.657.1292.752钢筋HPB300kg53HRB400kg64855.052200.412654.664855.054HDPE打孔波纹管100m55仰拱、拱顶回填C15混凝土m147.2319.8404.662.4467.056明洞回填夯填土m1802.1794.01008.11802.157种植土m485.9357.1128.848

31、5.958三七灰土隔水层m477.1351.8125.3477.159片石混凝土C15m1048.4149.51125.972.01197.960水泥稳定碎石m61洞身开挖级m124481.4450.176446.348485.3124931.662级m107993.614267.21774.2336.245913.678457.7124371.263级m64超前支护超前锚杆22砂浆锚杆kg182592.862298.4120294.4182592.865超前自进式锚杆R32m66超前小导管424mm钢花管m77267.44152.07800.055003.234216.189219.467注

32、水泥浆m1930.3103.8195.31374.3855.22229.568钻孔m77267.44152.07800.055003.234216.189219.469超前支护长管棚1086mm钢花管m4140.01920.02220.04140.070钻孔m3864.01792.02072.03864.071扫孔m3864.01792.02072.03864.072浆液体积m378.0175.3202.7378.073水玻璃（35波美度）t74C15混凝土基础m14.44.89.614.475I20a工字钢kg7542.43170.64371.87542.476Q235钢板kg456.320

33、5.7250.6456.377HRB400钢筋kg1513.3638.7874.61513.3781274mm孔口管m276.0128.0148.0276.079C30混凝土套拱m108.445.463.0108.480初期支护喷射早强混凝土C25m8405.05991.31071.5103.565.87700.87936.315637.181细石混凝土回填m82钢筋网HPB300kg76398.460007.76082.91796.81508.070428.575365.3145793.883砂浆锚杆22kg156284.65324.33967.859439.3106137.4165576.

34、885中空注浆锚杆R25m101340.8224.011046.067204.545406.3112610.886加固注浆424mm钢花管m2166.81166.81000.12166.887浆液体积m54.629.425.254.688钢支撑工字钢kg1003815.4578705.0#1200.6851559.3869420.31720979.689连接钢筋HRB400kg118471.496428.116608.0201.6112613.5119095.5231709.090连接钢板Q235钢板kg80566.973847.86782.736.977442.883791.5161234.

35、391锁脚锚管42锁脚锚管m5952.02240.03712.05952.092浆液体积m148.856.092.8148.893锁脚锚杆22锚杆kg75988.881668.79726.783477.383907.0167384.294导坑支护系统锚杆22药卷锚杆kg5960.02980.02980.05960.095超前小导管424mm钢花管m96浆液体积m97喷射混凝土C25m55.4200.0129.8125.6255.498钢筋网HPB300kg559.82470.01536.41493.43029.899锁脚锚杆22砂浆锚杆kg4768.02384.02384.04768.0100

36、钢支撑工字钢kg8501.630422.719789.119135.138924.2隧道工程数量表S5-3-2第3页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.01227.01117.0100.044.968.51225.01260.02485.0101导坑支护连接钢板Q235钢板kg195.91876.01043.51028.42071.9102钢架连接钢筋HRB400kg930.84486.72744.52672.95417.5103锁脚锚杆22锚杆kg4773.32386.723

37、86.74773.3104锁脚锚管42锁脚锚管m105浆液体积m106洞身衬砌衬砌混凝土C30混凝土 防水等级：P8m15561.211671.71502.5277.6188.014667.714533.229200.9107仰拱混凝土C30混凝土 防水等级：P8m6193.04507.2582.05684.05598.211282.2108衬砌混凝土C30气密性混凝土m109仰拱混凝土C30气密性混凝土m110边侧墙回填C25砼m111钢筋HPB300kg112钢筋HRB400kg1398948.0306445.3#1046743.2796763.51843506.7113仰拱回填仰拱回填C

38、15混凝土m9570.68712.61422.046.29641.710109.719751.4114拱顶注浆预留注浆孔424mm钢花管m182.9154.214.9173.3178.6351.9115水泥砂浆m306.8279.325.0298.0313.0611.0116洞门行人横洞门393250甲级防火门幅4.02.02.04.0117行车横洞门665550甲级防火门幅2.01.01.02.0118主洞路面沥青混凝面层4cm高性能改性沥青混凝土（掺阻m21442.510572.510870.021442.5119沥青混凝面层6cm高性能改性沥青混凝土m21442.510572.51087

39、0.021442.5120水泥混凝土板24cm厚C40混凝土m22043.810868.811175.022043.8121混凝土基层18cm厚C20混凝土m22043.810868.811175.022043.8122热融改性沥青碎石封层m21447.510575.010872.521447.5123粘层油m21447.510575.010872.521447.5124纵缝拉杆14kg3505.31728.91776.43505.3125横向缩缝传力杆30kg772.4386.2386.2772.4126横向胀缝传力杆30kg321.8160.9160.9321.8127横缝拉杆25kg23

40、7.4118.7118.7237.4128支架钢筋12kg425.2212.6212.6425.2129支架钢筋16kg808.9404.5404.5808.9130玻纤格栅m52.526.326.352.513190板角补强钢筋14kg11.65.85.811.6132洞口埋板现浇C35混凝土m25.212.612.625.2133车行横洞路水泥混凝土板20cm厚m179.689.889.8179.6.135人行、设备横洞路面水泥混凝土板10cm厚m150.775.475.4150.7136C20混凝土基层10cm厚m150.775.475.4150.7137防排水单面自粘复合防水板(一布一

41、板1.2mmEVA防水板+350g/m无纺布m31633.426633.13099.2838.0727.530999.831931.462931.2138单面自粘复合防水板(二布一板1.2mmEVA防水板+350g/m无纺布m1008.6811.8196.81008.6139梯形背贴式可排水止水带L=30cmm7039.93492.63547.27039.9140蝶形橡胶止水带m6765.43353.03412.46765.4141防水胶泥30cm宽m323.9260.763.2323.9142施工缝及沉降缝切槽2x3cmm5368.02646.32721.75368.0143浸沥青木丝板m9

42、.94.95.09.9144环向排水环向半管100软式半圆管m7515.44616.9493.3140.7144.06607.06303.312910.3145环向半管带半圆孔背贴式止水带m146环向排水管TMF7x3.5cmm147横向排水横向排水管100mmHDPE无孔波纹管m56.53466.32085.1238.33017.02829.15846.2三通接头三通接头个9.133.315.029.4552.2520.51072.6149纵向排水纵向排水管100HDPE双壁单侧打孔波纹管m82.02454.02234.0200.089.8137.02563.42633.45196.8150

43、素混凝土(基座)C15m16.8503.1458.041.018.428.1525.5539.81065.3隧道工程数量表S5-3-2第4页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.01227.01117.0100.044.968.51225.01260.02485.0151纵向排水砂砾盲沟m152碎石3-5cm碎石m1.236.833.53.01.42.138.539.578.0153无纺布350g/mm154边水沟现浇混凝土C40m49.724.525.249.7155中心水沟预

44、制混凝土C25m149.173.575.6149.1156现浇混凝土C25m157钢筋HPB300钢筋kg2832.91396.51436.42832.9158钢筋HRB400钢筋kg11480.75659.55821.211480.7159管座混凝土C15m160开挖石方m161透水土工布透水土工布m16235cm卵石盲沟35cm卵石盲沟m163C15砼回填C15砼回填m164路面截水沟钢筋HRB400钢筋kg253.6126.8126.8253.6165混凝土钢混凝土m31.90.90.91.9166型钢80*50*8角钢kg379.8189.9189.9379.8167混凝土C25预制混

45、凝土m3168电缆沟混凝土槽身C25混凝土（槽身）m31815.2894.9920.31815.2169混凝土盖板C25预制混凝土m3342.9169.1173.9342.91701024m136.068.068.0136.0171钢筋（槽身）HRB400钢筋kg52930.526092.526838.052930.5172HPB300钢筋kg24551.812103.012448.824551.8173钢筋（盖板）HRB400钢筋kg31311.015435.015876.031311.0174HPB300钢筋kg22315.311000.511314.822315.3175中心水沟检查井钢

46、筋HRB400钢筋kg2260.71130.41130.42260.7176钢筋HPB300钢筋kg197.798.898.8197.7177混凝土盖板C35预制混凝土m36.73.43.46.7178混凝土井身C25现浇混凝土m313.76.96.913.7179钢盖板5cm厚钢盖板kg5521.32760.72760.75521.3180双层油毛毡双层油毛毡m181挖方m3182纵向管检井挖方m3105.652.852.8105.6183混凝土C25混凝土m324.012.012.024.0.185钢筋HRB400钢筋kg600.0300.0300.0600.0186油浸木质盖板油浸木质盖

47、板m26.413.213.226.4187保温材料沥青玻璃布/聚氨酯材料m331.215.615.631.2188手孔井现浇混凝土C25混凝土m13.06.56.513.0189预制混凝土C25混凝土m1.50.80.81.51901024150m24.012.012.024.0191钢筋HPB300kg666.1333.0333.0666.1192HRB400kg913.5456.8456.8913.5193洞外排水沟预制混凝土C25m1.50.80.81.5194现浇混凝土C25m4.12.02.04.1195钢筋HRB400钢筋kg286.6143.3143.3286.6196HPB30

48、0钢筋kg99.649.849.899.6197中心水沟洞口保暖包头混凝土矮墙C20m5.32.72.75.3198干砌片石m2.51.31.32.5199碎石透水层m11.25.65.611.2200炉渣保温层m6.43.23.26.4隧道工程数量表S5-3-2第5页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.01227.01117.0100.044.968.51225.01260.02485.0201开挖普通土m30.015.015.030.0202黄土地基处理开挖土方m203C1

49、5素混凝土C15m204灰土换填三七灰土m205旋喷桩600单管旋喷桩（实桩）m33556.316948.816607.533556.3206600单管旋喷桩（空桩）m18068.89126.38942.518068.8207超前地质预报TSPTSPm1885.0925.0960.01885.0208地质地质m400.0200.0200.0400.0209超前钻孔76cmm600.0300.0300.0600.0210救援通道800m200.0100.0100.0200.0211预留预埋开挖土方m212喷射混凝土C25m213二衬混凝土C30混凝土 防水等级：P8m214钢筋HPB300kg2

50、15钢筋HRB400kg216钢支撑工字钢kg217连接钢板Q235钢板kg218锁脚锚杆22锚杆kg219单面自粘复合防水板(一布一板1.2mmEVA防水板+350g/m无纺布m220预埋穿线管LV-5-50#m500.2500.2500.2221LV-5-101#m200.0200.0200.0222预埋1144.5mmm50.450.450.4223接线盒200200200mm个75.075.075.0224XRJ-10、250350160mm个2.02.02.0225XRJ-9、200250160mm个4.04.04.022610号铁丝kg41.941.941.9227接地扁钢405m

51、mkg56.556.556.5228连接、架立钢板Q235钢板kg229螺栓、螺母M20*7kg230预埋镀锌钢板kg231槽钢A3Fkg232螺母、垫圈M16、A3kg233弯钩螺栓A3kg235保温管道DN150m236直埋管道DN150m237对夹式蝶阀DN150个238套管DN225m239150弯头DN150个240管道砼支墩340*340套241镀锌SC100m242钢丝3m327.4327.4327.4243镀锌扁钢404mmm80.080.080.0 隧道工程数量表S5-3-3第1页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞1号隧道工程数量表洞门明洞其他级级、级

52、紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.0440.0266.0100.044.968.5445.0402.0847.01洞口、明洞开挖级m8663.74878.33785.38663.72级m3洞顶防排水开挖土方m420.0420.0420.04浆砌片石截水沟M7.5m199.8199.8199.85复合土工膜m726.4726.4726.46洞口坡面防护钢筋网HPB300kg6542.13258.03284.16542.17喷射混凝土C20m146.468.577.9146.48砂浆锚杆22kg8838.34739.44098.98838.39砂浆锚杆25kg6481.

53、54029.02452.56481.510砂浆锚杆32kg13340.05572.97767.113340.011注浆小导管424mm钢花管m12浆液体积m13方格网植草C15现浇混凝土m308.4156.6151.8308.414C25砼预制块衬格m29.014.714.329.015挖土m38.119.318.838.116植草m716.7363.9352.7716.717锚杆框架植草现浇C20混凝土m48.425.622.948.418HRB400kg3535.01867.41667.73535.019HPB300kg483.1255.2227.9483.020拉伸网植草m397.821

54、0.1187.7397.821固定锚桩kg139.773.865.9139.722填耕植土m159.184.175.1159.12370锚杆钻孔m1132.7598.3534.31132.72425锚杆kg4306.92275.12031.84306.925M30锚杆孔注浆m17.69.38.317.626主动防护网m27危石清除m28滑坡m29片石混凝土基础C15m30回填土m184.7184.7184.731浆砌片石挡墙M7.5m32钻孔（加固）50m33注浆管（加固）32m34浆液（加固）水泥浆液m35混凝土挡墙C30m200.8421.7522.1100.4622.536混凝土护拱C3

55、0m104.952.552.5104.937型钢I20a工字钢kg2099.21049.61049.62099.238连接钢板A3钢板kg60.830.430.460.839孔口管1276mmm230.0115.0115.0230.040固定钢筋HRB400kg504.4252.2252.2504.441地脚螺丝套40.020.020.040.042锁脚锚管505mmm388.0194.0194.0388.043浆液体积m116.458.258.2116.444洞门建筑洞门挖基m3598.22635.7962.53598.245混凝土C25m1414.01092.2321.81414.046混

56、凝土C30m47钢筋HPB300kg10444.67844.02600.610444.648HRB400kg28059.521128.56930.928059.549洞门装饰蘑菇石m902.0571.6330.4902.050明洞衬砌衬砌混凝土C30混凝土 防水等级：P8m676.5346.5330.0676.5 隧道工程数量表S5-3-3第2页共5页编制：复核:二审：项目名称材料名称规格或型号洞口暗洞1号隧道工程数量表洞门明洞其他级级、级紧 急停车带车行横洞人行、设备横洞路面其他左线右线总合计41.0440.0266.0100.044.968.5445.0402.0847.051明洞衬砌仰拱

57、混凝土C30 防水等级：P8m292.7149.9142.8292.752钢筋HPB300kg53HRB400kg64855.033218.431636.664855.054HDPE打孔波纹管100m55仰拱、拱顶回填C15混凝土m163.1319.8258.9224.0482.956明洞回填夯填土m1863.9451.71412.21863.957种植土m531.4310.7220.7531.458三七灰土隔水层m546.3336.7209.7546.359片石混凝土C15m1746.095.11067.0774.11841.160水泥稳定碎石m61洞身开挖级m44772.8450.1301

58、11.915111.145222.962级m25687.614267.21774.2336.215914.426150.842065.363级m64超前支护超前锚杆22砂浆锚杆kg45777.313767.632009.745777.365超前自进式锚杆R32m66超前小导管424mm钢花管m28256.77800.025078.910977.836056.767注水泥浆m705.8195.3626.7274.5901.268钻孔m28256.77800.025078.910977.836056.769超前支护长管棚1086mm钢花管m3990.01920.02070.03990.070钻孔m

59、3724.01792.01932.03724.071扫孔m3724.01792.01932.03724.072浆液体积m364.3175.3189.0364.373水玻璃（35波美度）t74C15混凝土基础m12.04.87.212.075I20a工字钢kg6941.83170.63771.26941.876Q235钢板kg433.9205.7228.2433.977HRB400钢筋kg1395.3638.7756.61395.3781274mm孔口管m266.0128.0138.0266.079C30混凝土套拱m99.645.454.299.680初期支护喷射早强混凝土C25m3291.91

60、415.11071.5103.565.83196.42751.45947.881细石混凝土回填m82钢筋网HPB300kg31719.714231.06082.91796.81508.029419.125919.355338.483砂浆锚杆22kg43004.25324.33967.817579.734716.752296.484波纹钢板kg85中空注浆锚杆R25m42024.07980.011046.035777.025273.061050.086加固注浆424mm钢花管m6333.83583.62750.26333.887浆液体积m159.690.369.3159.688钢支撑工字钢kg4