高速公路定额模板(打印)

路基（路面）工程,,,,,,,,,,,

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,工程数量,,,,定额调整情况

,,,,,清单第200章路基,,,,,,

202-1,,,,,清理与掘除,,,,,,

,-a,,,,清理现场,m2,,,,,

,,,1,1-1-1-12,清除表土(135kW内推土机),100m3,,,,,

,,,2,1-1-5-4,填前夯(压)实12～15t光轮压路机,1000m2,,,,,

,,,1,1-1-1-4,砍挖灌木林(φ10cm下)稀,1000m2,,,,,

,,,1,1-1-1-5,砍挖灌木林(φ10cm下)密,1000m2,,,,,

,-b,,,,砍伐树木,棵,,,,,

,,,1,1-1-1-3,人工伐推土机挖根(135kW内),10棵,,,,,"1量2.6,1006量0"

,-c,,,,挖除树根,棵,,,,,

,,,1,1-1-1-3,人工伐推土机挖根(135kW内),10棵,,,,,1量0.5

,-d,,,,挖竹根,m3,,,,,

,,,1,1-1-1-10,挖竹根,10m3,,,,,

202-2,,,,,挖除旧路面,,,,,,

,-b,,,,沥青混凝土路面,m3,,,,,

,,,7,2-3-2-9,风镐凿除沥青面层,10m3,,,,,

,,,7,2-3-2-8,挖掘机各类稳定土基层,10m3,,,,,

,,,7,2-3-2-7,挖掘机挖砂石路面及粒料类基层,10m3,,,,,

202-3,,,,,拆除结构物,,,,,,

,-b,,,,混凝土结构,m3,,,,,

,,,8,4-11-17-4,炸除混凝土及钢筋混凝土,10m3,,,,,

,-c,,,,砖、石及其他砌体结构,m3,,,,,

,,,8,4-11-17-1,干砌圬工,10m3,,,,,

,-d,,,,护栏、隔离栅、防落网,m,,,,,

202-4,,,,,公路界碑,个,,,,,

,,,8,6-1-11-3,界碑,100块,,,,,

203-1,,,,,路基挖方,,,,,,

,-a,,,,挖土方,m3,,,,,

,,,2,1-1-12-22,240kW内推土机20m普通土,1000m3,,,,,

,,,2,1-1-12-23,240kW内推土机20m硬土,1000m3,,,,,

,,,3,1-1-13-11,12m3内铲运机100m硬土,1000m3,,,,,

,,,2,1-1-9-8,2.0m3内挖掘机挖装土方普通土,1000m3,,,,,

,,,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0.86km,1000m3,,,,,

,-b,,,,挖石方,m3,,,,,

,,,5,1-1-15-36,240kW内推土机20m软石,1000m3,,,,,

,,,5,1-1-15-37,240kW内推土机20m次坚石,1000m3,,,,,

,,,5,1-1-10-5,2m3内装载机装软石,1000m3,,,,,

,,,5,1-1-10-8,2m3内装载机装次坚石、坚石,1000m3,,,,,

,,,3,1-1-11-53,20t内自卸车运石0.84km,1000m3,,,,,

,-c,,,,挖除非适用材料,m3,,,,,

,,,2,1-1-9-7,2.0m3内挖掘机挖装土方松土,1000m3,,,,,

,,,3,1-1-11-25,20t内自卸车运土1km,1000m3,,,,,

,-d,,,,挖淤泥,m3,,,,,

,,,2,1-1-2-5,挖掘机挖装、淤泥、流沙,1000m3,,,,,添1653量8

,,,3,1-1-11-25,20t内自卸车运土1km,1000m3,,,,,

,-e,,,,挖除非适用材料（包含淤泥）,m3,,,,,

,,,2,1-1-2-5,挖掘机挖装、淤泥、流沙,1000m3,,,,,添1653量8

,,,2,1-1-9-7,2.0m3内挖掘机挖装土方松土,1000m3,,,,,

,,,3,1-1-11-25,20t内自卸车运土1km,1000m3,,,,,

203-2,,,,,改河、改渠、改路、恢复库容挖方,,,,,,

,-a,,,,挖土方,m3,,,,,

,,,2,1-1-9-8,2.0m3内挖掘机挖装土方普通土,1000m3,,,,,

,,,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,,,,,

,,,5,1-1-15-36,240kW内推土机20m软石,1000m3,,,,,

,,,5,1-1-10-5,2m3内装载机装软石,1000m3,,,,,

,,,3,1-1-11-53,20t内自卸车运石1km,1000m3,,,,,

204-1,,,,,路基填筑（包括填前压实、清表回填土）,,,,,,

,-a,,,,换填土,m3,,,,,

,,,2,1-1-9-7,2.0m3内挖掘机挖装土方松土,1000m3,,,,,

,,,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,,,,,

,,,2,1-1-18-5,高速一级路20t内振动压路机压土,1000m3,,,,,

,,,,,,,,,,,2347×1

,-b,,,,利用土方,m3,,,,,

,,,2,1-1-18-5,高速一级路20t内振动压路机压土,1000m3,,,,,

,-c,,,,利用石方,m3,,,,,

,,,3,1-1-18-18,高速一级路20t内振动压路机压石,1000m3,,,,,

,-e,,,,借土填方,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4.5km,1000m3,,,,,+26×7

,,,2,1-1-18-5,高速一级路20t内振动压路机压土,1000m3,,,,,

,,,,,,,,,,,663293×1

,-g,,,,挖方及零填路段处理,m3,,,,,

,,,2,1-1-9-8,2.0m3内挖掘机挖装土方普通土,1000m3,,,,,

,,,3,1-1-11-25,20t内自卸车运土1km,1000m3,,,,,

204-2,,,,,改河、改渠、改路填筑,,,,,,

,-a,,,,利用土方,m3,,,,,

,,,2,1-1-18-9,二级路15t内振动压路机压土,1000m3,,,,,

,-b,,,,利用石方,m3,,,,,

,,,5,1-1-18-20,二级路15t内振动压路机压石,1000m3,,,,,

,-c,,,,借土填筑,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,,,,,

,,,2,1-1-18-9,二级路15t内振动压路机压土,1000m3,,,,,

,,,,,,,,,,,2987×1

204-3,,,,,结构物台背回填,,,,,,

,-a,,,,桥梁台背回填砂砾,m3,,,,,

,-b,,,,涵洞、通道台背回填砂砾,m3,,,,,

,,,2,1-1-7-2,夯土机夯实,1000m3,,,,,添902量1300

,-c,,,,锥、护坡填土,m3,,,,,

,,,8,4-11-2-1,锥坡填土,10m3,,,,,

204-4,,,,,台背加固,,,,,,

,-a,,,,碎石挤密桩,m,,,,,

,,,,1-3-4-1,碎石桩ф80cm,10m,,,,,

,-b,,,,压密注浆,m,,,,,

,,,,1-3-6-1,水泥固化材料桩长10m内,10m,,,,,

204-5,,,,,路基处理,,,,,,

,-a,,,,单向土工格栅,m2,,,,,

,,,7,1-3-9-3,软基(或路面基层)土工格栅处理,1000m2,,,,,772换单向土工格栅

,,,,1-1-4-3,人工挖土质台阶硬土,1000m2,,,,,

,,,,1-1-7-1,人工夯实,1000m3,,,,,

,-b,,,,双向土工格栅,m2,,,,,

,,,7,1-3-9-3,软基(或路面基层)土工格栅处理,1000m2,,,,,772换双向土工格栅

204-6,,,,,坡脚至红线范围碾压,m2,,,,,

,,,2,1-1-18-5,高速一级路20t内振动压路机压土,1000m3,,,,,

205-1,,,,,软土地基处理,,,,,,

,-a,,,,抛石挤淤,m3,,,,,

,,,7,1-3-11-1,抛石挤淤,1000m3,,,,,

,-b,,,,砂砾垫层（换填砂砾）、砂垫层,m3,,,,,

,,,7,1-3-12-2,软基砂砾垫层,1000m3,,,,,

,-c,,,,换填开山石渣,m3,,,,,

,,,7,1-3-12-3,软基石渣垫层,1000m3,,,,,

,-d,,,,透水土工布,m2,,,,,

,,,7,1-3-9-1,软基土工布处理,1000m2,,,,,

,-e,,,,土工格栅,m2,,,,,

,,,7,1-3-9-3,软基(或路面基层)土工格栅处理,1000m2,,,,,

,-f,,,,碎石垫层,m3,,,,,

,,,7,1-3-12-4,软基碎(砾)石垫层,1000m3,,,,,

,-g,,,,5%石灰土,m3,,,,,

,,,7,1-3-14-1,路基填土稳拌机拌和（石灰5%）,,,,,,

207-1,,,,,边沟,,,,,,

,-a,,,,砼盖板暗边沟(0.6m×0.7m),m,,,,,

,,,1,1-1-7-1,人工夯实,1000m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,4,1-2-1-4,人工挖沟软石,1000m3,,,,,

,,,8,4-5-7-1,基础、护拱,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C25-32.5-2,+10.2"

,,,8,1-2-4-8,预制混凝土水沟盖板矩形,10m3,,,,,"普C20-32.5-2,-10.1,普C30-32.5-2,+10.1"

,,,8,1-2-4-11,安装水沟盖板,10m3,,,,,

,,,8,1-2-4-10,水沟盖板钢筋,1t,,,,,

,,,,,ф10cm透水管,m,,,,,131.2×35

,,,,,透水土工布,m2,,,,,393.6×15

,-b,,,,砼盖板明边沟（0.5m×0.7m）,m,,,,,

,,,1,1-1-7-1,人工夯实,1000m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,4,1-2-1-4,人工挖沟软石,1000m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,

,,,8,1-2-4-8,预制混凝土水沟盖板矩形,10m3,,,,,"普C20-32.5-2,-10.1,普C30-32.5-2,+10.1"

,,,8,1-2-4-11,安装水沟盖板,10m3,,,,,

,,,8,1-2-4-10,水沟盖板钢筋,1t,,,,,

,,,,,ф10cm透水管,m,,,,,334×35

,,,,,透水土工布,m2,,,,,768.2×15

,-c,,,,镂空植草浅碟边沟,m,,,,,

,,,1,1-1-7-1,人工夯实,1000m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,,,ф10cm透水管,m,,,,,404.6×35

,,,,,透水土工布,m2,,,,,971×15

207-2,,,,,排水沟,,,,,,

,-1,,,,M7.5浆砌片石排水沟（0.6m×0.6m）,m,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,8,1-2-3-1,浆砌片石边沟排水沟截水沟,10m3,,,,,"M10,-0.33,M7.5,+0.33,M5,-3.5,M7.5,+3.5"

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

207-3,,,,,截水沟,,,,,,

,-a,,,,C15混凝土基底砖砌截水沟（0.4m×0.4m）,m,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,4-5-7-1,基础、护拱,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

,-c,,,,砂砾（碎石）垫层,m3,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

207-4,,,,,急流槽,,,,,,

,-a,,,,M7.5浆砌片石急流槽,m3,,,,,

,,,8,1-2-3-3,浆砌片石急流槽,10m3,,,,,"M10,-0.23,M7.5,+0.23,M5,-3.5,M7.5,+3.5"

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,

,,,8,4-11-7-13,沥青麻絮伸缩缝,1m2,,,,,

,,,,,ф10cm透水管,m,,,,,32.2×35

,,,,,透水土工布,m2,,,,,31.97×15

,-b,,,,C15混凝土超高路段急流槽,m3,,,,,

,,,8,1-2-4-14,现浇混凝土急流槽,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,6-1-10-2,沥青混凝土拦水带,10m3,,,,,

,,,1,1-1-6-2,人工挖运普通土20m,1000m3,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

,,,,1-2-3-3,浆砌片石急流槽,10m3,,,,,

,,,8,4-5-7-1,基础、护拱,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

,-c,,,,C15混凝土平台沟急流槽（含砌砖）,m3,,,,,

,,,1,1-1-6-2,人工挖运普通土20m,1000m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,4-5-7-1,基础、护拱,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

,,,,,两布一膜土工布,m2,,,,,563.8×15

207-5,,,,,平台沟,,,,,,

,-a,,,,C15混凝土基底砖砌平台沟（0.4m×0.4m）,m,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,4-5-7-1,基础、护拱,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

,,,13,4-7-28-11,小型构件钢筋,1t,,,,,

,-b,,,,C15混凝土基底砖砌平台沟集中排水（0.4m×0.4m）,m,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,4-5-7-1,基础、护拱,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,

,,,1,1-1-7-1,人工夯实,1000m3,,,,,

,,,8,1-2-4-8,预制混凝土水沟盖板矩形,10m3,,,,,"普C20-32.5-2,-10.1,普C30-32.5-2,+10.1"

,,,8,1-2-4-11,安装水沟盖板,10m3,,,,,

,,,8,1-2-4-10,水沟盖板钢筋,1t,,,,,

,,,,,两布一膜土工布,m2,,,,,75.7×15

207-6,,,,,改沟,,,,,,

,-a,,,,M7.5浆砌片石改沟,m3,,,,,

,-b,,,,C20片石砼改沟,m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,片C20-32.5-8,+10.2"

207-7,,,,,沉淀池,,,,,,

,-a,,,,c25混凝土,m3,,,,,

,,,8,1-2-3-1,浆砌片石边沟排水沟截水沟,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,8,4-11-5-6,混凝土垫层,10m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C10-32.5-2,+10.2"

,,,8,1-2-6-1,现浇井身混凝土,10m3,,,,,"普C15-32.5-4,-10.2,普C25-32.5-4,+10.2"

,,,8,4-1-1-1,人工挖基坑深3m内干处土,1000m3,,,,,

,,,8,4-6-1-12,基础、支撑梁钢筋,1t,,,,,"111量0.098,112量0.927"

,-b,,,,M7.5浆砌片石,m3,,,,,

,,,8,1-2-3-1,浆砌片石边沟排水沟截水沟,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,,,8,4-1-1-1,人工挖基坑深3m内干处土,1000m3,,,,,

207-8,,,,,路基径流过滤系统,m,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,,,8,4-5-1-1,片石基础、护底、截水墙,10m3,,,,,

,,,,,土工布,m2,,,,,2916×15

207-9,,,,,路基盲沟（500mm×500mm）,m,,,,,

,,,8,1-2-2-4,碎石料盲沟60×80(cm),10m,,,,,定额×0.52

208-3,,,,,浆砌片石护坡（不含喷播草籽）,,,,,,

,-a,,,,M7.5浆砌片石满砌护坡,m3,,,,,

,,,8,5-1-10-2,浆砌片石护坡,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,8,4-1-3-4,基坑≤1500m32.0m3内挖掘机挖土,1000m3,,,,,

,,,8,5-1-1-4,花格式边坡(高10m内),1000m2,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

,-b,,,,M7.5浆砌片石人字型骨架护坡,m3,,,,,

,,,8,5-1-10-2,浆砌片石护坡,10m3,,,,,"M5,-3.5,M7.5,+3.5,M10,-0.32,M7.5,+0.32,人工*1.3"

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,"M10,-2.6,M12.5,+2.6"

,,,8,6-1-10-1,水泥混凝土拦水带,10m3,,,,,

,,,8,4-1-3-4,基坑≤1500m32.0m3内挖掘机挖土,1000m3,,,,,

208-4,,,,,预制（现浇）混凝土护坡,,,,,,

,-a,,,,C20预制块满铺护坡,m3,,,,,

,-b,,,,C20预制块骨架护坡,m3,,,,,

,,,8,5-1-6-1,预制混凝土块、席块,10m3,,,,,

,,,8,4-7-29-4,安装桥头搭板,10m3,,,,,

,-c,,,,C20预制块空心六角块护坡,m3,,,,,

,,,8,5-1-6-1,预制混凝土块、席块,10m3,,,,,

,,,8,5-1-6-3,铺砌混凝土块,100m2,,,,,

,-d,,,,C15现浇骨架护坡,m3,,,,,

,,,8,6-1-10-1,水泥混凝土拦水带,10m3,,,,,"普C25-32.5-2,-10.2,普C15-32.5-2,+10.2"

208-5,,,,,护面墙,,,,,,

,-a,,,,M7.5浆砌片（块）石,m3,,,,,

,,,1,4-1-1-1,人工挖基坑深3m内干处土,1000m3,,,,,

,,,8,5-1-17-9,浆砌片石窗式护面墙(高8m以上),10m3,,,,,"M5,-3.5,M7.5,+3.5"

,-b,,,,C20混凝土,m3,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,

,-c,,,,砂砾（碎石）垫层,m3,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

209-1,,,,,挡土墙,,,,,,

,-a,,,,M7.5浆砌片石挡土墙,m3,,,,,

,,,8,5-1-15-7,浆砌片石墙身,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,8,5-1-10-2,浆砌片石护坡,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,8,5-1-16-2,浆砌护脚,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,8,6-1-2-3,现浇混凝土墙体防撞护栏,10m3,,,,,"普C25-32.5-4,-10.2,普C20-32.5-4,+10.2"

,,,8,6-1-2-4,墙体护栏钢筋,1t,,,,,

,,,8,4-11-2-1,锥坡填土,10m3,,,,,

,,,,,Φ100PVC管,m,,,,,175.8×13

,-b,,,,C20片石混凝土挡土墙,m3,,,,,

,,,8,5-1-18-1,现浇片石混凝土挡土墙,10m3,,,,,

,,,8,5-1-18-1,现浇片石混凝土挡土墙,10m3,,,,,"片C15-32.5-8,-10.2,片C20-32.5-8,+10.2"

,,,8,4-1-3-4,基坑≤1500m32.0m3内挖掘机挖土,1000m3,,,,,

,,,7,1-3-12-3,软基石渣垫层,1000m3,,,,,

,,,,,土工布,m2,,,,,256×15

,,,,,泄水管,m,,,,,1041×35

,-c,,,,砂砾（碎石）垫层,m3,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

209-2,,,,,路肩挡土墙护栏,m,,,,,

,,,8,6-1-2-3,现浇混凝土墙体防撞护栏,10m3,,,,,"普C25-32.5-4,-10.2,普C30-32.5-4,+10.2"

,,,13,6-1-2-4,墙体护栏钢筋,1t,,,,,

210-3,,,,,框格锚杆防护（不含喷播草籽）,,,,,,

,-a,,,,C20混凝土,m3,,,,,

,,,8,5-1-23-2,预制、安装肋柱、墙面板混凝土,10m3,,,,,"普C25-32.5-4,-10.1,普C20-32.5-4,+10.1"

,-b,,,,锚杆,kg,,,,,

,,,13,5-1-23-5,锚杆制作、安装,1t,,,,,

,-c,,,,光圆钢筋（HRB235）,kg,,,,,

,,,13,5-1-23-3,肋柱、墙面板钢筋,1t,,,,,光圆=1.025，带肋=0

,-d,,,,带肋钢筋（HRB335）,kg,,,,,

,,,13,5-1-23-3,肋柱、墙面板钢筋,1t,,,,,光圆=0，带肋=1.025

216-1,,,,,冲击碾压,m2,,,,,

,,,1,河北补1-2-1-1,路基冲击压实冲击20遍,1000m2,,,,,

217-1,,,,,取、弃土场恢复,,,,,,

,-a,,,,M7.5浆砌片石排水沟,m3,,,,,

,,,8,1-2-3-1,浆砌片石边沟排水沟截水沟,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,-c,,,,M7.5浆砌片石防护(含护坡、挡土墙、护脚）,m3,,,,,

,,,8,5-1-15-7,浆砌片石墙身,10m3,,,,,"M5,-3.5,M7.5,+3.5"

,-d,,,,植草,m2,,,,,

,,,8,5-1-2-5,人工撒草籽,1000m2,,,,,

,,,8,5-1-2-7,填方边坡机械液压喷播植草,1000m2,,,,,

路面工程,,,,,,,,,,,

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,工程数量,,,,定额调整情况

,,,,,清单第300章路面,,,,,,

301-1,,,,,拌和站建设,,,,,,

,-a,,,,沥青砼拌和站建设,总额,,,,,

,,,8,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

,,,1,5-1-2-5,人工撒草籽,1000m2,,,,,

,,,2,1-1-9-7,2.0m3内挖掘机挖装土方松土,1000m3,,,,,

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

,,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚14cm,1000m2,,,,,+4×-6

,,,7,2-1-7-3,厂拌水泥砂砾5:95厚度15cm,1000m2,,,,,

,,,2,4-11-1-2,场地需碾压,1000m2,,,,,

,,,2,4-11-1-3,推土机平整场地,1000m2,,,,,

,-b,,,,级配碎石及水稳料拌和站建设,总额,,,,,

,,,8,2-1-10-5,厂拌设备安拆(400t/h内),1座,,,,,

,,,1,5-1-2-5,人工撒草籽,1000m2,,,,,

,,,2,1-1-9-7,2.0m3内挖掘机挖装土方松土,1000m3,,,,,

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

,,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚14cm,1000m2,,,,,+4×-6

,,,7,2-1-7-3,厂拌水泥砂砾5:95厚度15cm,1000m2,,,,,

,,,2,4-11-1-2,场地需碾压,1000m2,,,,,

,,,2,4-11-1-3,推土机平整场地,1000m2,,,,,

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

301-3,,,,,拌和场场地硬化及遮雨棚,总额,,,,,

,,,2,4-11-1-3,推土机平整场地,1000m2,,,,,(黑站1×120亩+白站2×50亩)×666.7

,,,2,4-11-1-2,场地需碾压,1000m2,,,,,

,,,7,2-1-7-5,厂拌水泥碎石5:95厚度20cm,1000m2,,,,,"+6×5,400t/h内厂拌设备"

,,,3,2-1-8-21,稳定土运输15t内1km,1000m3,,,,,

,,,7,2-1-9-11,摊辅机铺筑基层(12.5m内),1000m2,,,,,拖平压机×2，人工+3

,,,7,2-2-2-15,平地机拌机铺底基层厚度20cm,1000m2,,,,,"+18×12,965、966、967、968换958"

,,,7,2-2-2-15,平地机拌机铺底基层厚度20cm,1000m2,,,,,"+18×12,965、966、967、968换958,白站场地硬化,20cm未筛分碎石,按50%计即50亩×666.7"

,,,2,1-1-9-7,2.0m3内挖掘机挖装土方松土,1000m3,,,,,

,,,3,1-1-11-25,20t内自卸车运土1km,1000m3,,,,,

,,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚22cm,1000m2,,,,,+4×2

,,,7,2-1-7-5,厂拌水泥碎石5:95厚度18cm,1000m2,,,,,"+6×3,400t/h内厂拌设备"

,,,3,2-1-8-21,稳定土运输15t内1km,1000m3,,,,,

,,,7,2-1-9-11,摊辅机铺筑基层(12.5m内),1000m2,,,,,拖平压机×2，人工+3

,,,,,遮雨棚,m2,,,,,3000×802000×60

304-4,,,,,水泥稳定碎石基层,,,,,,

,-a,,,,厚150mm,m2,,,,,

,,,7,2-1-7-5,厂拌水泥碎石5:95厚度15cm,1000m2,,,,,"958换952,400t/h内厂拌设备"

,,,3,2-1-8-21,稳定土运输15t内5.7km,1000m3,,,,,+23×9

,,,7,2-1-9-11,摊辅机铺筑基层(12.5m内),1000m2,,,,,

,,,10,2-1-10-5,厂拌设备安拆(400t/h内),1座,,,,,

,-c,,,,厚170mm,m2,,,,,

,,,7,2-1-7-5,厂拌水泥碎石5:95厚度17cm,1000m2,,,,,"+6×2,958换952,400t/h内厂拌设备"

,,,3,2-1-8-21,稳定土运输15t内5.7km,1000m3,,,,,+23×9

,,,7,2-1-9-11,摊辅机铺筑基层(12.5m内),1000m2,,,,,拖平压机×2，人工+3

,,,10,2-1-10-5,厂拌设备安拆(400t/h内),1座,,,,,

,-f,,,,厚200mm,m2,,,,,

,,,7,2-1-7-5,厂拌水泥碎石5:95厚度20cm,1000m2,,,,,"+6×5,958换952,400t/h内厂拌设备"

,,,3,2-1-8-21,稳定土运输15t内5.7km,1000m3,,,,,+23×9

,,,7,2-1-9-11,摊辅机铺筑基层(12.5m内),1000m2,,,,,拖平压机×2，人工+3

,,,10,2-1-10-5,厂拌设备安拆(400t/h内),1座,,,,,

304-6,,,,,开级配水泥稳定碎石基层,,,,,,

,-c,,,,厚140mm,m2,,,,,

,,,7,2-1-7-5,厂拌水泥碎石5:95厚度14cm,1000m2,,,,,"+6×-1,958换953,400t/h内厂拌设备"

,,,3,2-1-8-21,稳定土运输15t内5.7km,1000m3,,,,,+23×9

,,,7,2-1-9-11,摊辅机铺筑基层(12.5m内),1000m2,,,,,

,,,10,2-1-10-5,厂拌设备安拆(400t/h内),1座,,,,,

306-1,,,,,级配碎石底基层,,,,,,

,-b,,,,厚150mm,m2,,,,,

,,,7,2-2-2-15,平地机拌机铺底基层厚度15cm,1000m2,,,,,"+18×7,965、966、967、968换953"

,,,3,9-1-6-95,砂砾碎石土等5.7km(15t内),100m3,,,,,+96×

,-c,,,,厚200mm,m2,,,,,

,,,7,2-2-2-15,平地机拌机铺底基层厚度20cm,1000m2,,,,,"+18×12,965、966、967、968换953,拖平压机×2，人工+3"

,,,3,9-1-6-95,砂砾碎石土等5.7km(15t内),100m3,,,,,+96×

,-d,,,,厚300mm,m2,,,,,

,,,7,2-2-2-15,平地机拌机铺底基层厚度30cm,1000m2,,,,,"+18×22,965、966、967、968换953,拖平压机×2，人工+3"

,,,3,9-1-6-95,砂砾碎石土等5.7km(15t内),100m3,,,,,+96×

308-1,,,,,改性乳化沥青透层,m2,,,,,

,,,7,2-2-16-4,乳化沥青半刚性基层透层,1000m2,,,,,853换改性乳化沥青

308-2,,,,,改性乳化沥青粘层,m2,,,,,

,,,7,2-2-16-6,乳化沥青沥青层粘层,1000m2,,,,,853换改性乳化沥青

309-1,,,,,细粒式沥青混凝土面层,,,,,,

,-a,,,,厚40mm,m2,,,,,

,,,6,2-2-11-18,细粒沥青混凝土拌和(320t/h内),1000m3,,,,,"965换上面层碎石,897换机制砂"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-52,机铺沥青混凝土细粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

309-2,,,,,中粒式沥青混凝土面层,,,,,,

,-b,,,,厚60mm,m2,,,,,

,,,6,2-2-11-12,中粒沥青混凝土拌和(320t/h内),1000m3,,,,,"965、966换中面层碎石,897换机制砂"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-51,机铺沥青混凝土中粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

309-3,,,,,粗粒式沥青混凝土面层,,,,,,

,-c,,,,厚80mm,m2,,,,,

,,,6,2-2-11-6,粗粒沥青混凝土拌和(320t/h内),1000m3,,,,,965、966、967换中面层碎石

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-50,机铺沥青混凝土粗粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

,-d,,,,厚100mm,m2,,,,,

,,,6,2-2-11-6,粗粒沥青混凝土拌和(320t/h内),1000m3,,,,,965、966、967换中面层碎石

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-50,机铺沥青混凝土粗粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

309-4,,,,,沥青稳定碎石（上）基层,,,,,,

,-b,,,,厚80mm,m2,,,,,

,,,6,2-2-10-12,粗粒沥青碎石拌和(320t/h内),1000m3,,,,,

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-27,机铺沥青碎石粗粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

310-2,,,,,封层,,,,,,

,-a,,,,SBS改性沥青封层,m2,,,,,

,,,7,2-2-16-12,乳化沥青层铺法下封层,1000m2,,,,,853换改性乳化沥青

,-b,,,,稀浆封层,m2,,,,,

,,,7,2-2-16-13,乳化沥青稀浆封层ES-1型,1000m2,,,,,

310-3,,,,,聚丙烯腈纤维,kg,,,,,

,,,,,纤维,t,,,,,12.61×25000

310-6,,,,,底涂层（桥面防水层）,m2,,,,,

,,,7,2-2-16-4,乳化沥青半刚性基层透层,1000m2,,,,,

311-1,,,,,沥青砂,m2,,,,,

,,,6,2-2-11-24,砂粒沥青混凝土拌和(320t/h内),1000m3,,,,,"851换852,897换机制砂"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-53,机铺沥青混凝土砂粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

311-1,,,,,改性沥青混合料上面层(AC-13）,,,,,,

,-a,,,,厚40mm,m2,,,,,

,,,6,2-2-11-32,细粒沥青混凝土抗滑层拌和(320t/h内),1000m3,,,,,"851换852,965换上面层碎石,897换机制砂"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-52,机铺沥青混凝土细粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

311-2,,,,,中粒式改性沥青混凝土面层,,,,,,

,-b,,,,厚60mm,m2,,,,,

,,,6,2-2-11-12,中粒沥青混凝土拌和(320t/h内),1000m3,,,,,"897换机制砂,851换852,965、966换中面层碎石"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-51,机铺沥青混凝土中粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

,-c,,,,厚80mm,m2,,,,,

,,,6,2-2-11-12,中粒沥青混凝土拌和(320t/h内),1000m3,,,,,"897换机制砂,851换852,965、966换中面层碎石"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-51,机铺沥青混凝土中粒式320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

311-3,,,,,沥青玛蹄脂碎石路面面层（SMA）,,,,,,

,-a,,,,厚40mm上面层,m2,,,,,

,,,6,2-2-12-4,沥青玛蹄脂碎石拌和(320t/h内),1000m3,,,,,"897换机制砂,965换上面层碎石"

,,,3,2-2-13-25,混合料运输20t内5.7km,1000m3,,,,,+27×9

,,,6,2-2-14-57,机铺沥青玛蹄脂碎石320t/h内,1000m3,,,,,

,,,10,2-2-15-6,混合料拌和设备安拆(320t/h内),1座,,,,,

312-1,,,,,水泥混凝土面层,,,,,,

,-f,,,,厚280mm（混凝土弯拉强度5.0Mpa）,m2,,,,,

,,,6,2-2-17-3,轨道摊铺机铺筑混凝土厚28cm,1000m2,,,,,+4×8

312-2,,,,,钢筋,,,,,,

,-a,,,,光圆钢筋R235,kg,,,,,

,,,13,2-2-17-13,拉杆传力杆(人工轨道摊铺机铺),1t,,,,,光圆=1.138，带肋=0

,-b,,,,带肋钢筋HRB335,kg,,,,,

,,,13,2-2-17-13,拉杆传力杆(人工轨道摊铺机铺),1t,,,,,光圆=0，带肋=1.138

312-3,,,,,桥头（服务区、收费广场）搭接过渡段,,,,,,

,-a,,,,水泥混凝土过渡板,m3,,,,,

,,,8,4-6-14-1,搭板混凝土,10m3,,,,,"普C30-32.5-4,-10.2,普C25-32.5-4,+10.2"

,-b,,,,R235钢筋,kg,,,,,

,,,13,2-2-17-13,拉杆传力杆(人工轨道摊铺机铺),1t,,,,,光圆=1.138，带肋=0

,-c,,,,HRB335钢筋,kg,,,,,

,,,13,2-2-17-13,拉杆传力杆(人工轨道摊铺机铺),1t,,,,,光圆=0，带肋=1.138

,-e,,,,板下水稳碎石,m2,,,,,

,,,7,2-1-2-23,水泥碎石5:95稳拌机厚20cm,1000m2,,,,,+24×5

,-f,,,,板下级配碎石,m2,,,,,

,,,7,2-2-2-15,平地机拌机铺底基层厚度8cm,1000m2,,,,,965、966、967、968换953

,-g,,,,10cm厚C10素砼调平层,m3,,,,,

,,,6,2-2-17-1,人工铺筑混凝土厚10cm,1000m2,,,,,"+2×-10,普C30-32.5-4,-102,普C10-32.5-4,+102"

313-1,,,,,培土路肩,m,,,,,

,,,7,2-3-3-5,培路肩厚度20cm,1000m2,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

313-2,,,,,现浇混凝土加固土路肩（厚…mm）,,,,,,

,-a,,,,C25水泥混凝土,m3,,,,,

,,,8,2-3-6-1,现浇混凝土加固土路肩,10m3,,,,,"普C30-32.5-4,-10.2,普C25-32.5-4,+10.2"

,-b,,,,级配碎石,m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,-f,,,,装土编织袋,m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,952换915

313-3,,,,,中央分隔带填土,m3,,,,,

,,,3,1-1-11-25,20t内自卸车运土1km,m3,,,,,

,,,2,1-1-9-4,1.0m3内挖掘机挖装土方松土,m3,,,,,

,,,8,4-11-1-1,场地不碾压,m2,,,,,

313-6,,,,,现浇混凝土路缘石,m,,,,,

,,,8,2-3-4-5,现浇混凝土路缘石,10m3,,,,,

314-2,,,,,纵向雨水沟（管）,,,,,,

,-a,,,,桥面中面层开级配碎石盲沟,m,,,,,

,,,8,1-2-2-1,碎石料盲沟20×30(cm),10m,,,,,"770量0,定额×0.12"

314-7,,,,,拦水带,,,,,,

,-a,,,,沥青混凝土拦水带,m3,,,,,

,,,8,6-1-10-2,沥青混凝土拦水带,10m3,,,,,

314-8,,,,,中央分隔带排水,,,,,,

,-a,,,,沥青土工布防水层,m2,,,,,

,,,7,1-3-9-1,软基土工布处理,1000m2,,,,,770量2163.6

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,

,-b,,,,中央分隔带碎石盲沟,m3,,,,,

,,,8,1-2-2-3,碎石料盲沟40×40(cm),10m,,,,,770量0

,,,,,反滤织物,m2,,,,,20323.5×5

,-c,,,,集水井,座,,,,,

,,,13,4-7-28-11,小型构件钢筋,1t,,,,,

,,,8,4-11-5-6,混凝土垫层,10m3,,,,,"普C10-32.5-4,-10.2,普C15-32.5-4,+10.2"

,,,8,1-2-6-1,现浇井身混凝土,10m3,,,,,"普C15-32.5-4,-10.2,普C30-32.5-4,+10.2"

,,,7,1-3-9-1,软基土工布处理,1000m2,,,,,

,-d,,,,Ф10cm横向HDPE排水管,m,,,,,

,,,8,1-2-7-1,横向排水管安装,10m,,,,,786换Ф10cm横向HDPE排水管

,-e,,,,Ф10cm纵向软式透水管,m,,,,,

,,,8,1-2-7-2,纵向排水管安装,10m,,,,,"770量0,951量0"

,-h,,,,防冲刷土工布,m2,,,,,

,,,7,1-3-9-2,淤泥土工布处理,1000m2,,,,,

314-9,,,,,超高排水,,,,,,

,-a,,,,缝隙式排水沟,m,,,,,

,,,8,1-2-4-5,现浇混凝土边沟,10m3,,,,,"普C20-32.5-2,-10.2,普C25-32.5-2,+10.2"

,,,13,4-7-28-11,小型构件钢筋,1t,,,,,

,,,8,4-13-1-3,M10水泥砂浆,1m3砂浆,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,

,-b,,,,集水井,座,,,,,

,,,1,1-1-6-2,人工挖运普通土20m,1000m3,,,,,

,,,8,1-2-6-1,现浇井身混凝土,10m3,,,,,"普C15-32.5-4,-10.2,普C20-32.5-4,+10.2"

,,,8,1-2-6-1,现浇井身混凝土,10m3,,,,,"普C15-32.5-4,-10.2,普C30-32.5-4,+10.2"

,,,13,4-7-28-11,小型构件钢筋,1t,,,,,

,,,13,1-2-4-10,水沟盖板钢筋,1t,,,,,

,,,8,1-2-4-8,预制混凝土水沟盖板矩形,10m3,,,,,"普C20-32.5-4,-10.2,普C30-32.5-4,+10.2"

,,,8,1-2-4-11,安装水沟盖板,10m3,,,,,

,,,8,1-2-6-3,铸铁蓖子安放,10套,,,,,"1量1,996量0,681换20008172,20008172量10"

,,,,,塑料箅盖,块,,,,,42×50

,-e,,,,Ф30cm横向钢筋砼压力管,m,,,,,

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

,,,8,4-7-28-9,预制混凝土块件木模,10m3,,,,,"普C20-32.5-2,-10.1,普C30-32.5-2,+10.1"

,,,13,4-7-28-11,小型构件钢筋,1t,,,,,

,,,8,4-13-1-3,M10水泥砂浆,1m3砂浆,,,,,

,,,8,4-11-5-6,混凝土垫层,10m3,,,,,"普C10-32.5-4,-10.2,普C15-32.5-4,+10.2"

,,,8,1-2-5-2,现浇混凝土基础(φ300mm内),100m,,,,,

,,,1,1-1-6-2,人工挖运普通土20m,1000m3,,,,,

314-12,,,,,分离式路基中间带排水,,,,,,

,-a,,,,砂砾或碎石盲沟,m3,,,,,

,,,8,4-11-5-2,填碎(砾)石垫层,10m3,,,,,

,-b,,,,集水井,座,,,,,

,,,8,1-2-6-1,现浇井身混凝土,10m3,,,,,"普C15-32.5-4,-10.2,普C20-32.5-4,+10.2"

,,,1,1-1-6-2,人工挖运普通土20m,1000m3,,,,,

,-c,,,,Ф10cm软式透水管(塑料滤水管),m,,,,,

,,,8,1-2-7-2,纵向排水管安装,10m,,,,,"770量0,951量0"

,-f,,,,C15号混凝土急流槽,m3,,,,,

,,,8,1-2-4-14,现浇混凝土急流槽,10m3,,,,,"普C20-32.5-2,-10.2,普C15-32.5-2,+10.2"

,-g,,,,M7.5级浆砌片石急流槽,m3,,,,,

,,,8,1-2-3-3,浆砌片石急流槽,10m3,,,,,"M5,-3.5,M7.5,+3.5,M10,-0.23,M7.5,+0.23"

,,,8,4-11-5-1,填砂砾(砂)垫层,10m3,,,,,

,,,1,1-1-6-2,人工挖运普通土20m,1000m3,,,,,

,-g,,,,Ф30cm横向钢筋砼压力管,m,,,,,

,,,8,1-2-5-2,现浇混凝土基础(φ300mm内),100m,,,,,

,,,8,4-11-5-6,混凝土垫层,10m3,,,,,"普C10-32.5-4,-10.2,普C15-32.5-4,+10.2"

,,,8,4-7-28-9,预制混凝土块件木模,10m3,,,,,

,,,13,4-7-28-11,小型构件钢筋,1t,,,,,

,-h,,,,砖砌边沟,m,,,,,

,,,8,4-11-5-6,混凝土垫层,10m3,,,,,"普C10-32.5-4,-10.2,普C15-32.5-4,+10.2"

,,,8,4-5-7-2,墩、台、墙,10m3,,,,,

,,,8,4-11-6-17,水泥砂浆抹面(厚2cm),100m2,,,,,

,,,1,1-2-1-2,人工挖沟普通土,1000m3,,,,,

,,,,,第700章绿化及环境保护设施,,,,,,

706-1,,,,,消声板声屏障,m,,,,,

,-a,,,,木屑板声屏障(路基段),m,,,,,

,,,,,木屑板声屏障,m,,,,,470×400

桥梁,,,,,,,,,,,

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

,,,,,第400章桥梁、涵洞,,,,,,

401-1,,,,,桥梁荷载试验(暂列金额),总额,,,,,

401-2,,,,,地质钻探及取样试验(暂定工程量),,,,,,

,-a,,,,Ф70mm,m,,,,,

403-1,,,,,基础钢筋（包括灌注桩、承台、沉桩、沉井等）,,,,,,

,-a,,,,光圆钢筋（R235）,kg,,,,,

,,钻孔灌注桩,13,4-4-7-22,焊接连接钢筋,1t,,,,,光圆=1.025，带肋=0

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

,-b,,,,带肋钢筋（HRB335、HRB400）,kg,,,,,

,,钻孔灌注桩,13,4-4-7-22,焊接连接钢筋,1t,,,,,光圆=0，带肋=1.025

,,承台,13,4-6-1-13,承台钢筋,1t,,,,,

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

403-2,,,,,下部结构钢筋,,,,,,

,-a,,,,光圆钢筋（R235）,kg,,,,,

,,墩柱,13,4-6-2-19,柱式墩台焊接钢筋(高10m内),1t,,,,,光圆=1.025，带肋=0

,,耳背墙,13,4-6-4-13,耳背墙钢筋,1t,,,,,光圆=1.025，带肋=0

,,肋式台身,13,4-6-2-28,肋形埋置式桥台钢筋,1t,,,,,光圆=1.025，带肋=0

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

,-b,,,,带肋钢筋（HRB335、HRB400）,kg,,,,,

,,盖梁,13,4-6-4-11,盖梁钢筋,1t,,,,,光圆=0，带肋=1.025

,,系梁,13,4-6-4-12,系梁钢筋,1t,,,,,光圆=0，带肋=1.025

,,墩柱,13,4-6-2-19,柱式墩台焊接钢筋(高10m内),1t,,,,,光圆=0，带肋=1.025

,,墩帽,13,4-6-3-9,桥(涵)台帽钢筋,1t,,,,,光圆=0，带肋=1.025

,,耳背墙,13,4-6-4-13,耳背墙钢筋,1t,,,,,光圆=0，带肋=1.025

,,肋式台身,13,4-6-2-28,肋形埋置式桥台钢筋,1t,,,,,光圆=0，带肋=1.025

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

403-3,,,,,上部结构钢筋,,,,,,

,-a,,,,光圆钢筋（R235）,kg,,,,,

,,预制预应力箱梁,13,4-7-16-3,预应力箱梁钢筋,1t,,,,,光圆=1.025，带肋=0

,,预制预应力T梁,13,4-7-14-3,预应力T形梁钢筋,1t,,,,,"112换111,111量1.025"

,,现浇预应力箱梁,13,4-6-10-4,箱梁钢筋,1t,,,,,光圆=1.025，带肋=0

,,预制空心板,13,4-7-13-3,预应力空心板钢筋,1t,,,,,光圆=1.025，带肋=0

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

,-b,,,,带肋钢筋（HRB335、HRB400）,kg,,,,,

,,预制预应力箱梁,13,4-7-16-3,预应力箱梁钢筋,1t,,,,,光圆=0，带肋=1.025

,,预制预应力T梁,13,4-7-14-3,预应力T形梁钢筋,1t,,,,,

,,现浇预应力箱梁,13,4-6-10-4,箱梁钢筋,1t,,,,,

,,预制空心板,13,4-7-13-3,预应力空心板钢筋,1t,,,,,

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

403-4,,,,,附属结构钢筋,,,,,,

,-a,,,,光圆钢筋（R235）,kg,,,,,

,,支座垫石,13,4-6-2-62,支座垫石钢筋,1t,,,,,"112换111,111量1.025"

,,桥头搭板,13,4-6-14-3,桥头搭板钢筋,1t,,,,,"112换111,111量1.025"

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

,-b,,,,带肋钢筋（HRB335、HRB400）,kg,,,,,

,,防撞墙,13,6-1-2-4,墙体护栏钢筋,1t,,,,,"111换112,112量1.025"

,,桥面铺装,13,4-6-13-10,水泥及防水混凝土钢筋φ8mm上,1t,,,,,光圆=0，带肋=1.025

,,支座垫石,13,4-6-2-62,支座垫石钢筋,1t,,,,,

,,桥头搭板,13,4-6-14-3,桥头搭板钢筋,1t,,,,,

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

,-d,防撞墙钢板,,,防撞墙钢板,kg,,,,,单价6元

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

403-5,,,,,焊接钢筋网,,,,,,

,-d,,,,D10焊接钢筋网,kg,,,,,

,,桥面铺装钢筋网,13,4-6-13-10,水泥及防水混凝土钢筋φ8mm上,1t,,,,,"111量0,112量0,添113量1.025"

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

404-1,,,,,干处挖土方,m3,,,,,

,,干处挖土方,9,4-1-3-3,基坑≤1500m31.0m3内挖掘机挖土,1000m3,,,,,

404-2,,,,,干处挖石方,m3,,,,,

,,干处挖石方,9,4-1-3-9,石方,1000m3,,,,,

404-3,,,,,水下挖土方,m3,,,,,

,,,9,,,,,,,,

404-4,,,,,水下挖石方,m3,,,,,

,,,9,,,,,,,,

405-1,,,,,钻孔灌注桩,m,,,,,

,-a,,,,水中钻孔灌注桩,m,,,,,

,-1,,,,桩径2500mm,m,,,,,

,,水中护筒,13,4-4-8-8,埋设钢护筒水深5m内,1t,,,,,

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

,,水中钻孔平台,8,4-4-9-1,桩基工作平台(水深5m内),100m2,,,,,

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

,,钢套箱,13,4-2-6-2,无底模钢套箱,10t,,,,,

,,草袋围堰,8,4-2-2-9,草袋围堰围堰高3.0m,10m,,,,,

,,围堰填砂,8,4-2-5-2,筑岛填芯砂,10m3,,,,,

,,,9,4-4-5-305,水中φ250cm内孔深40m内砂土,10m,,,,,定额×0.7

,,,9,4-4-5-306,水中φ250cm内孔深40m内黏土,10m,,,,,定额×0.7

,,,9,4-4-5-307,水中φ250cm内孔深40m内砂砾,10m,,,,,定额×0.7

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

,,,9,4-4-5-310,水中φ250cm内孔深40m内软石,10m,,,,,定额×0.7

,,,9,4-4-5-98,陆地φ250cm内孔深40m内黏土,10m,,,,,

,,,9,4-4-5-100,陆地φ250cm内孔深40m内砾石,10m,,,,,

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

,,,9,4-4-5-102,陆地φ250cm内孔深40m内软石,10m,,,,,

,,钻孔桩混凝土,9,4-4-7-18,回旋潜水钻φ250cm输送泵混凝土,10m3,,,,,

,,声测管,13,4-4-7-24,检测管,1t,,,,,

,,干处护筒,13,4-4-8-7,埋设钢护筒干处,1t,,,,,

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

,,混凝土运输,3,4-11-11-20,6m3内混凝土搅运车运1km,100m3,,,,,

,,,,,便道,,,,,,

,,,,,刚便桥,,,,,,

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

,-4,,,,桩径2000mm,m,,,,,

,,水中护筒,13,4-4-8-8,埋设钢护筒水深5m内,1t,,,,,

,,水中钻孔平台,8,4-4-9-1,桩基工作平台(水深5m内),100m2,,,,,

,,钢套箱,13,4-2-6-2,无底模钢套箱,10t,,,,,

,,草袋围堰,8,4-2-2-9,草袋围堰围堰高3.0m,10m,,,,,

,,围堰填砂,8,4-2-5-2,筑岛填芯砂,10m3,,,,,

,,,9,4-4-5-273,水中φ200cm内孔深40m内砂土,10m,,,,,

,,,9,4-4-5-274,水中φ200cm内孔深40m内黏土,10m,,,,,

,,,9,4-4-5-275,水中φ200cm内孔深40m内砂砾,10m,,,,,

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

,,,9,4-4-5-278,水中φ200cm内孔深40m内软石,10m,,,,,

,,,9,4-4-5-66,陆地φ200cm内孔深40m内黏土,10m,,,,,

,,,9,4-4-5-68,陆地φ200cm内孔深40m内砾石,10m,,,,,

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

,,,9,4-4-5-70,陆地φ200cm内孔深40m内软石,10m,,,,,

,,钻孔桩混凝土,9,4-4-7-18,回旋潜水钻φ250cm输送泵混凝土,10m3,,,,,

,,声测管,13,4-4-7-24,检测管,1t,,,,,

,,干处护筒,13,4-4-8-7,埋设钢护筒干处,1t,,,,,

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

,,混凝土运输,3,4-11-11-20,6m3内混凝土搅运车运1km,100m3,,,,,

,,,,,便道,,,,,,

,,,,,刚便桥,,,,,,

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

,-6,,,,桩径1600mm,m,,,,,

,,水中护筒,13,4-4-8-8,埋设钢护筒水深5m内,1t,,,,,

,,水中钻孔平台,8,4-4-9-1,桩基工作平台(水深5m内),100m2,,,,,

,,钢套箱,13,4-2-6-2,无底模钢套箱,10t,,,,,

,,草袋围堰,8,4-2-2-9,草袋围堰围堰高3.0m,10m,,,,,

,,围堰填砂,8,4-2-5-2,筑岛填芯砂,10m3,,,,,

,,,9,4-4-5-273,水中φ200cm内孔深40m内砂土,10m,,,,,定额×0.7

,,,9,4-4-5-274,水中φ200cm内孔深40m内黏土,10m,,,,,定额×0.7

,,,9,4-4-5-275,水中φ200cm内孔深40m内砂砾,10m,,,,,定额×0.7

,,,,,,,,,,,定额×0.7

,,,9,4-4-5-278,水中φ200cm内孔深40m内软石,10m,,,,,定额×0.7

,,,9,4-4-5-66,陆地φ200cm内孔深40m内黏土,10m,,,,,定额×0.7

,,,9,4-4-5-68,陆地φ200cm内孔深40m内砾石,10m,,,,,定额×0.7

,,,,,,,,,,,定额×0.7

,,,9,4-4-5-70,陆地φ200cm内孔深40m内软石,10m,,,,,定额×0.7

,,钻孔桩混凝土,9,4-4-7-18,回旋潜水钻φ250cm输送泵混凝土,10m3,,,,,

,,声测管,13,4-4-7-24,检测管,1t,,,,,

,,干处护筒,13,4-4-8-7,埋设钢护筒干处,1t,,,,,

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

,,混凝土运输,3,4-11-11-20,6m3内混凝土搅运车运1km,100m3,,,,,

,,,,,便道,,,,,,

,,,,,刚便桥,,,,,,

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

,-b,,,,陆上钻孔灌注桩,m,,,,,

,-3,,,,桩径2200mm,m,,,,,

,,,9,4-4-5-98,陆地φ250cm内孔深40m内黏土,10m,,,,,定额×0.94

,,,9,4-4-5-100,陆地φ250cm内孔深40m内砾石,10m,,,,,定额×0.94

,,,,,,,,,,,定额×0.94

,,,9,4-4-5-102,陆地φ250cm内孔深40m内软石,10m,,,,,定额×0.94

,,钻孔桩混凝土,9,4-4-7-18,回旋潜水钻φ250cm输送泵混凝土,10m3,,,,,

,,声测管,13,4-4-7-24,检测管,1t,,,,,

,,干处护筒,13,4-4-8-7,埋设钢护筒干处,1t,,,,,

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

,,混凝土运输,3,4-11-11-20,6m3内混凝土搅运车运1km,100m3,,,,,

,,,,,便道,,,,,,

,,,,,刚便桥,,,,,,

,-4,,,,桩径2000mm,m,,,,,

,,,9,4-4-5-66,陆地φ200cm内孔深40m内黏土,10m,,,,,

,,,9,4-4-5-68,陆地φ200cm内孔深40m内砾石,10m,,,,,

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

,,,9,4-4-5-70,陆地φ200cm内孔深40m内软石,10m,,,,,

,,钻孔桩混凝土,9,4-4-7-18,回旋潜水钻φ250cm输送泵混凝土,10m3,,,,,

,,声测管,13,4-4-7-24,检测管,1t,,,,,

,,干处护筒,13,4-4-8-7,埋设钢护筒干处,1t,,,,,

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

,,混凝土运输,3,4-11-11-20,6m3内混凝土搅运车运1km,100m3,,,,,

,,,,,便道,,,,,,

,,,,,刚便桥,,,,,,

,-5,,,,桩径1800mm,m,,,,,

,,,9,4-4-5-66,陆地φ200cm内孔深40m内黏土,10m,,,,,定额×0.89

,,,9,4-4-5-68,陆地φ200cm内孔深40m内砾石,10m,,,,,定额×0.89

,,,,,,,,,,,定额×0.89

,,,9,4-4-5-70,陆地φ200cm内孔深40m内软石,10m,,,,,定额×0.89

,,钻孔桩混凝土,9,4-4-7-18,回旋潜水钻φ250cm输送泵混凝土,10m3,,,,,

,,声测管,13,4-4-7-24,检测管,1t,,,,,

,,干处护筒,13,4-4-8-7,埋设钢护筒干处,1t,,,,,

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

,,混凝土运输,3,4-11-11-20,6m3内混凝土搅运车运1km,100m3,,,,,

,,,,,便道,,,,,,

,,,,,刚便桥,,,,,,

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

,-6,,,,桩径1600mm,m,,,,,

,,,9,4-4-5-66,陆地