高速公路清单组价定额模板

目的代号,节的代号,费率编号,定额代号,项或目或节或细目或定额的名称,单位,工程量,定额调整情况

,,,,清单第500章隧道,,,

502-1,,,,洞口、明洞开挖,,,

,-a,,,挖土方,m3,,

,,2,1-1-9-9,2.0m3内挖掘机挖装土方硬土,1000m3,,

,,3,1-1-11-25,20t内自卸车运土1km,1000m3,,

,-b,,,挖石方,m3,,

,,5,1-1-15-24,135kW内推土机20m软石,1000m3,,

,,5,1-1-10-6,3m3内装载机装软石,1000m3,,

,,3,1-1-11-53,20t内自卸车运石1km,1000m3,,

502-2,,,,防水与排水（洞口）,,,

,-a,,,浆砌片石边沟、截水沟、排水沟,m3,,

,,8,1-2-3-1,浆砌片石边沟、截水沟、排水沟,10m3,,

,,8,4-11-5-1,砂砾垫层,10m3,,

,-b,,,350g/m2土工布,m2,,

,,8,1-3-9-1,软基土工布处理,1000m2,,

,-e,,,c25砼,m3,,

,,8,5-1-18-2,砼挡土墙,10m3,,"普C20-32.5-8,-10.2,普C25-32.5-8,+10.2"

,-f,,,c20砼,m3,,

,,8,5-1-18-2,砼挡土墙,10m3,,

,-i,,,粘土隔水层,m3,,

,,12,3-1-20-1,明洞隔水层,10m3,,

,-k,,,c25砼预制块水沟,m3,,

,,8,1-2-4-1,c25砼预制块,10m3,,"普C20-32.5-8,-10.2,普C25-32.5-8,+10.2"

,,8,1-2-4-3,c25砼预制块,10m3,,

,,8,1-2-4-8,c25砼预制块,10m3,,

,,8,1-2-4-11,c25砼预制块,10m3,,

,-n,,,光圆钢筋（HPB235）,t,,

,,13,1-2-4-10,盖板钢筋,t,,

,,13,5-1-18-3,挡土墙钢筋,t,,

,-o,,,带肋钢筋（HRB335）,t,,

,,13,1-2-4-10,盖板钢筋,t,,

,,13,5-1-18-3,挡土墙钢筋,t,,

502-3,,,,洞口坡面防护,,,

,-a,,,M7.5浆砌片石,m3,,

,,8,5-1-15-5,片石挡土墙基础,10m3,,

,,8,5-1-15-7,片石挡土墙墙身,10m3,,

,-b,,,C20喷射混凝土,m3,,

,,8,3-1-8-1,喷射混凝土,10m3,,"喷C25-32.5-2,-12,喷C20-32.5-2,+12"

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-c,,,喷播草籽,m2,,

,,8,5-1-2-5,人工撒草籽,m2,,

,-e,,,土工格室喷混植草,,,

,,,,Φb4低碳钢丝网,kg,,

,,13,5-1-2-3,挂网铁丝网,1t,,

,-g,,,C25喷射混凝土,m3,,

,,8,3-1-8-1,喷射混凝土,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-h,,,砂浆锚杆,,,

,,,,Φ18,m,,

,,8,3-1-6-1,砂浆锚杆,1t,,

,,,,Φ22,m,,

,,8,3-1-6-1,砂浆锚杆,1t,,

,-i,,,钢筋网,,,

,,,,Φb4低碳钢丝网,kg,,

,,13,3-1-6-5,金属网(铁丝网),1t,,

,,,,光圆钢筋（HPB235）,kg,,

,,13,3-1-6-4,金属网(钢筋网),1t,,

502-4,,,,洞门建筑,,,

,-a,,,C20现浇混凝土,m3,,

,,12,3-2-2-2,浆砌片石洞门墙,10m3,,

,-b,,,M7.5浆砌片石,m3,,

,,12,3-2-1-4,浆砌片石洞门墙,10m3,,

,-d,,,C25砼,m3,,

,,12,3-2-2-2,浆砌片石洞门墙,10m3,,

,-f,,,C15片石砼,m3,,

,,12,3-2-2-1,浆砌片石洞门墙,10m3,,C25换C15

,-f,,,花岗岩镶面,,,

,,12,3-2-3-3,镶贴瓷砖,100m2,,"872换100010,100010量102"

,,,,真石漆,m2,,

,,12,3-2-3-2,混凝土墙面镶水刷石,100m2,,

,-g,,,光圆钢筋（HPB235）,t,,

,,13,3-2-2-3,门墙钢筋,10m3,,

,-g,,,带肋钢筋（HRB335）,t,,

,,13,3-2-2-3,门墙钢筋,10m3,,

502-5,,,,明洞衬砌,,,

,-a,,,C25现浇混凝土,m3,,

,,12,3-1-9-3,现浇混凝仰拱,10m3,,

,,12,3-1-9-5,连拱隧道中隔墙,10m3,,

,,12,3-1-9-1,台车模筑,10m3,,

,,8,2-2-17-5,滑模式15cm混凝土路面,m2,,2-2-17-6×-5

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),10m3,,

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,10m3,,

,-d,,,C25现浇防水混凝土,m3,,

,,12,3-1-9-1,现浇混凝土(模板台车),10m3,,C25换防C25

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),10m3,,

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,10m3,,

,-e,,,光圆钢筋（HPB235）,kg,,

,,13,3-1-9-6,衬砌钢筋,1t,,"112换111,111量1.025"

,-f,,,带肋钢筋（HRB335）,kg,,

,,13,3-1-9-6,衬砌钢筋,1t,,

,-h,,,C10贫混凝土,m3,,

,,12,3-1-9-4,仰拱回填,10m3,,C10换C15

502-7,,,,洞顶（边墙墙背）回填,,,

,-a,,,回填土石方,m3,,

,,12,3-1-19-4,明洞回填土石,10m3,,

,,2,1-1-9-8,2m3挖掘机挖土,1000m3,,

,,3,1-1-11-25,20t自卸汽车运土1km,1000m3,,

,,2,1-1-18-5,20t振动压路机碾压土方,1000m3,,

,-b,,,回填M7.5浆砌片石,m3,,

,,12,3-1-19-1,明洞浆砌片石回填,10m3,,

,-h,,,回填粘土,m3,,

,,12,3-1-19-4,明洞回填土石,10m3,,

,-i,,,回填石渣,m3,,

,,12,3-1-19-3,明洞回填碎石,10m3,,"954换939,939量0"

503-1,,,,洞身开挖,,,

,-a,,,挖土方,m3,,

,,12,3-1-3-23,正洞Ⅴ级围岩隧长4000m内开挖,100m3,,3-1-3-29×1

,,12,3-1-3-47,Ⅳ～Ⅴ级围岩隧长4000m内出渣,100m3,,3-1-3-50×1

,,12,3-3-1-5,斜井开挖Ⅴ级围岩,100m3,,

,,12,3-3-2-2,斜井Ⅴ级围岩出渣,100m3,,

,,3,1-1-11-26,20t内自卸车运土增0.5km(5km内),1000m3,,定额×2

,,12,,弃土场征地及浆砌防护,m2,,20423.6×3

,-b,,,挖石方,m3,,

,,12,3-1-3-22,正洞Ⅳ级围岩隧长4000m内开挖,100m3,,3-1-3-28×1

,,12,3-1-3-21,正洞Ⅲ级围岩隧长4000m内开挖,100m3,,3-1-3-27×1

,,12,3-1-3-47,Ⅳ～Ⅴ级围岩隧长4000m内出渣,100m3,,3-1-3-50×1

,,12,3-1-3-46,Ⅰ～Ⅲ级围岩隧长4000m内出渣,100m3,,3-1-3-49×1

,,12,3-3-1-4,斜井挖Ⅳ级围岩,100m3,,

,,12,3-3-1-3,斜井挖Ⅲ级围岩,100m3,,

,,12,3-3-1-2,斜井挖Ⅱ级围岩,100m3,,

,,12,3-3-2-2,斜井出渣Ⅳ～Ⅴ,100m3,,

,,12,3-3-2-1,斜井出渣Ⅰ～Ⅲ,100m3,,

,,3,1-1-11-54,20t内自卸车运石增0.5km(5km内),1000m3,,定额×2

,,12,,弃土场征地及浆砌防护,m2,,132964.2×3

503-2,,,,超前支护,,,

,-a,,,Φ22超前（砂浆）锚杆,m,,

,,12,3-1-6-1,砂浆锚杆,1t,,

,-b,,,光圆钢筋（HPB235）,kg,,

,,13,3-1-9-6,衬砌钢筋,1t,,"112换111,111量1.025"

,,13,3-3-3-3,斜井衬砌钢筋,1t,,"112换111,111量1.025"

,-c,,,管棚,,,

,,,,Φ89×6管棚,m,,

,,12,3-1-7-3,管棚φ89mm,10m,,191量0.1281

,,12,3-1-7-6,注浆(水泥浆),10m3,,

,,,,Φ108×6管棚,m,,

,,12,3-1-7-4,管棚φ108mm,10m,,

,,12,3-1-7-6,注浆(水泥浆),10m3,,

,-d,,,注浆小导管,,,

,,,,Φ42×5注浆小导管,m,,

,,12,3-1-7-5,超前小导管,100m,,191量0.4562

,,12,3-1-7-6,注浆(水泥浆),10m3,,

,-e,,,型钢,kg,,

,,,,I18工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,,,,I14工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,,,,I16工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,-g,,,导向管,,,

,,,,Φ133×6导向管,m,,

,,12,3-1-7-2,孔口管,10m,,191量0.1878

,-h,,,带肋钢筋（HRB335）,kg,,

,,13,3-1-9-6,衬砌钢筋,1t,,

,,13,3-3-3-3,斜井衬砌钢筋,1t,,

,-i,,,C25防水混凝土,m3,,

,,12,3-1-9-2,现浇混凝土(模架),10m3,,改防C25

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

503-3,,,,喷锚支护,,,

,-a,,,喷射混凝土,,,

,,,,C20喷射混凝土,m3,,

,,12,3-1-8-1,喷射混凝土,10m3,,C20

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,,,,C25喷射混凝土,m3,,

,,12,3-1-8-1,喷射混凝土,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-c,,,Ф22砂浆锚杆,m,,

,,12,3-1-6-1,砂浆锚杆,1t,,

,-e,,,药卷锚杆,,,

,,,,Φ18,m,,

,,12,3-1-6-1,砂浆锚杆,1t,,

,,,,Φ22,m,,

,,12,3-1-6-1,砂浆锚杆,1t,,

,-f,,,HPB235钢筋网,kg,,

,,13,3-1-6-4,金属网(钢筋网),1t,,

,-g,,,型钢,kg,,

,,,,I12工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,,,,I14工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,,,,I16工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,,,,I18工字钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,

,,,,槽钢,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,槽钢换型钢

,,,,Φ50×2mm不锈钢管,kg,,

,,12,3-4-4-1,埋设不锈钢管,100m,,192换191，量0.242

,,,,Φ30×3mm不锈钢管,kg,,

,,12,3-4-4-1,埋设不锈钢管,100m,,192换191，量0.21

,,,,Φ30×2.5mm不锈钢管,kg,,

,,12,3-4-4-1,埋设不锈钢管,100m,,192换191，量0.173

,-i,,,Ф22钢筋（锁脚锚杆）,m,,

,,12,3-1-6-1,砂浆锚杆,1t,,

,-n,,,钢板,kg,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,钢板换型钢

,-o,,,R25N自进式锚杆,m,,

,,12,3-1-6-3,自进式锚杆,1t,,

,-p,,,YLФ25预应力锚杆,m,,

,,12,3-1-5-1,制作安装型钢钢架,1t,,钢板换型钢

504-1,,,,洞身衬砌,,,

,-a,,,C25现浇混凝土,m3,,

,,12,3-1-9-1,现浇混凝土(模板台车),10m3,,

,,12,3-1-9-3,仰拱现浇混凝土,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-b,,,C25现浇防水混凝土,m3,,

,,12,3-1-9-5,中隔墙,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-c,,,光圆钢筋（HPB235）,kg,,

,,13,3-1-9-6,衬砌钢筋,1t,,

,-d,,,带肋钢筋（HRB335）,kg,,

,,13,3-1-9-6,衬砌钢筋,1t,,

,-e,,,钢筋网,kg,,

,,12,3-1-9-6,钢筋网,1t,,

,-f,,,C25现浇混凝土,m3,,

,,12,3-1-9-4,现浇混凝土模筑,10m3,,

,,12,3-1-9-4,现浇混凝土仰拱,10m3,,

,,12,2-2-17-5,15cm路面,1000m2,,2-2-17-6×-5，人、机、小型机具×1.26

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

504-2,,,,仰拱、铺底混凝土,,,

,-a,,,C25仰拱防水混凝土,m3,,

,,12,3-1-9-3,现浇混凝土仰拱,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-c,,,C15片石混凝土铺底,m3,,

,,12,3-1-9-4,现浇混凝土仰拱回填,10m3,,"泵C15-32.5-4,-10.4,片C15-32.5-8砾,+10.4"

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-d,,,C10贫混凝土铺底,m3,,

,,12,3-1-9-4,现浇混凝土仰拱回填,10m3,,C10

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-f,,,C25喷射混凝土垫层,m3,,

,,12,3-1-8-1,喷射混凝土,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,3,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-g,,,C20喷射混凝土垫层,m3,,

,,12,3-1-8-1,喷射混凝土,10m3,,"喷C25-32.5-2,-12,喷C20-32.5-2,+12"

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,12,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

504-3,,,,管沟（边沟、电缆沟、手孔井）,,,

,-a,,,C25现浇混凝土,m3,,

,,12,3-1-13-1,现浇混凝土沟槽,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,

,,12,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-b,,,C25现浇防水混凝土,m3,,

,,12,3-1-13-1,现浇混凝土沟槽,10m3,,"普C25-32.5-4,-10.2,防C25-32.5-4砾,+10.2"

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,12,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-c,,,C25预制混凝土,m3,,

,,12,3-1-13-2,预制混凝土沟槽,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,12,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-d,,,C25钢筋混凝土盖板,m3,,

,,12,3-1-13-3,预制混凝土盖板,10m3,,

,,8,4-11-11-12,混凝土搅拌站拌和(60m3/h内),100m3,,定额×1.02

,,12,3-1-9-9,6m3内混凝土搅运车洞内运1km,100m3,,定额×1.02

,-k,,,金属盖板,kg,,

,,,,铸铁盖板,kg,,

,,8,1-2-6-3,铸铁蓖子安放,10套,,"681量1321.33,人、机、小型机具×1.26"

,-l,,,钢管,,,

,,,,Ф76x4钢管,kg,,

,,10,3-4-4-1,预埋钢管,100m,,191量0.71

,-n,,,光圆钢筋（HPB235）,kg,,

,,13,3-1-13-4,沟槽钢筋,1t,,

,-o,,,带肋钢筋（HRB335）,kg,,

,,13,3-1-13-4,沟槽钢筋,1t,,"111换112,112量1.025"

,-u,,,洞口拦水沟,处,,

,,8,4-6-1-1,轻型墩台基础混凝土(跨径4m内),10m3,,"普C15-32.5-8,-10.2,普C50-52.5-4砾,+10.2"

,,13,4-6-1-12,基础、支撑梁钢筋,1t,,

,,8,4-11-7-9,橡胶条伸缩缝,1m,,

504-4,,,,洞门,,,

,-b,,,通道防火匝门,个,,

,,12,3-4-13-5,防火卷帘门控制系统装置,10处,,

,,12,,人行推拉门,套,,2×1500

,,12,,人行横洞卷帘门,套,,2×2500

,,12,,车行横洞卷帘门,套,,2×4500

504-5,,,,洞内路面,,,

,-a,,,C15素砼基层,,,

,,,,厚150mm,m2,,

,,12,3-1-9-4,仰拱回填,10m3,,

,-c,,,水泥混凝土面层,,,

,,,,光圆钢筋（HPB235）,kg,,

,,13,2-2-17-15,路面钢筋,1t,,人、机、小型机具×1.26

,,,,带肋钢筋（HRB335）,kg,,

,,13,2-2-17-15,路面钢筋,1t,,"光圆=0，带肋=1.025,人、机、小型机具×1.26"

,,,,厚150mm（混凝土弯拉强度5.0MP133）,m2,,

,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚15cm,1000m2,,"+2×-5,人、机、小型机具×1.26"

,,,,厚200mm（混凝土弯拉强度5.0MP133）,m2,,

,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚20cm,1000m2,,人、机、小型机具×1.26

,,,,厚260mm（混凝土弯拉强度5.0MP133）,m2,,

,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚26cm,1000m2,,"+4×6,人、机、小型机具×1.26"

,,,,厚280mm（混凝土弯拉强度5.0MP133）,m2,,

,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚28cm,1000m2,,"4×8,人、机、小型机具×1.26"

,,,,厚200mm整平层（C20混凝土）,m3,,

,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚20cm,1000m2,,"普C30-32.5-4,-204,普C20-32.5-4,+204,人、机、小型机具×1.26"

,,,,厚150mm整平层（C20混凝土）,m3,,

,,6,2-2-17-3,人工铺筑混凝土厚15cm,1000m2,,"+2×-5,普C30-32.5-4,-153,普C20-32.5-4,+153,人、机、小型机具×1.26"

,-h,,,级配碎石,,,

,,,,厚150mm,m2,,

,,6,2-1-7-5,厂拌水泥碎石5:95厚度15cm,1000m2,,0:100

,,3,2-1-8-21,稳定土运输15t内1km,1000m3,,

,,6,2-1-1-15,机械铺碎石垫层厚15cm,1000m2,,人、机、小型机具×1.26

,,,,厚200mm,m2,,

,,6,2-1-7-5,厂拌水泥碎石5:95厚度20cm,1000m2,,0:100，6×5

,,3,2-1-8-21,稳定土运输15t内1km,1000m3,,

,,6,2-1-1-15,机械铺碎石垫层厚15cm,1000m2,,人、机、小型机具×1.26

505-1,,,,防水与排水,,,

,-a,,,防水板,,,

,,,,PVC（P型）防水板,m2,,

,,12,3-1-11-1,复合式防水板,100m2,,

,-b,,,土工布,,,

,,,,300g/m2土工布,m2,,

,,12,3-1-11-1,复合式防水板,100m2,,"776换770,770量106"

,,,,350g/m2土工布,m2,,

,,12,3-1-11-1,复合式防水板,100m2,,"776换770,770量106"

,-c,,,止水带,,,

,,,,背贴式橡胶止水带,m,,

,,12,3-1-11-2,橡胶止水带,10m,,794价80.00

,,,,PVC中置式橡胶止水带,m,,

,,12,3-1-11-2,橡胶止水带,10m,,794价80.00

,,,,遇水膨胀橡胶止水带,m,,

,,12,3-1-11-2,橡胶止水带,10m,,794价80.00

,,,,中置式橡胶止水带,m,,

,,12,3-1-11-2,橡胶止水带,10m,,794价80.00

,-h,,,横向排水管,,,

,,,,Ф50横向排水管,m,,

,,12,3-1-12-3,横向排水管,1处,,"780换779,779量7.9"

,,,,Ф110横向排水管,m,,

,,12,3-1-12-3,横向排水管,1处,,"780换779,779量2.2"

,,,,Φ116/100mm无孔波纹管（HDPE）,m,,

,,12,3-1-12-3,横向排水管,1处,,"780换786,786量2.9"

,-i,,,环向排水管,,,

,,,,Ω弹簧环向排水管,m,,

,,12,3-1-12-4,环向排水管(弹簧管),100m,,

,,,,Ф50环向排水管,m,,

,,12,3-1-12-4,环向排水管(弹簧管),100m,,

,,,,Ф50透水环向盲管(HDPE),m,,

,,12,3-1-12-4,环向排水管(弹簧管),100m,,

,-j,,,纵向排水管,,,

,,,,Φ100mm打孔波纹管（HDPE）,m,,

,,12,3-1-12-2,纵向排水管(HPDE管),