高速公路清單組價(jià)定額模板

目的代號(hào),節(jié)的代號(hào),費(fèi)率編號(hào),定額代號(hào),項(xiàng)或目或節(jié)或細(xì)目或定額的名稱(chēng),單位,工程量,定額調(diào)整情況

,,,,清單第500章隧道,,,

502-1,,,,洞口、明洞開(kāi)挖,,,

,-a,,,挖土方,m3,,

,,2,1-1-9-9,2.0m3內(nèi)挖掘機(jī)挖裝土方硬土,1000m3,,

,,3,1-1-11-25,20t內(nèi)自卸車(chē)運(yùn)土1km,1000m3,,

,-b,,,挖石方,m3,,

,,5,1-1-15-24,135kW內(nèi)推土機(jī)20m軟石,1000m3,,

,,5,1-1-10-6,3m3內(nèi)裝載機(jī)裝軟石,1000m3,,

,,3,1-1-11-53,20t內(nèi)自卸車(chē)運(yùn)石1km,1000m3,,

502-2,,,,防水與排水（洞口）,,,

,-a,,,漿砌片石邊溝、截水溝、排水溝,m3,,

,,8,1-2-3-1,漿砌片石邊溝、截水溝、排水溝,10m3,,

,,8,4-11-5-1,砂礫墊層,10m3,,

,-b,,,350g/m2土工布,m2,,

,,8,1-3-9-1,軟基土工布處理,1000m2,,

,-e,,,c25砼,m3,,

,,8,5-1-18-2,砼擋土墻,10m3,,"普C20-32.5-8,-10.2,普C25-32.5-8,+10.2"

,-f,,,c20砼,m3,,

,,8,5-1-18-2,砼擋土墻,10m3,,

,-i,,,粘土隔水層,m3,,

,,12,3-1-20-1,明洞隔水層,10m3,,

,-k,,,c25砼預(yù)制塊水溝,m3,,

,,8,1-2-4-1,c25砼預(yù)制塊,10m3,,"普C20-32.5-8,-10.2,普C25-32.5-8,+10.2"

,,8,1-2-4-3,c25砼預(yù)制塊,10m3,,

,,8,1-2-4-8,c25砼預(yù)制塊,10m3,,

,,8,1-2-4-11,c25砼預(yù)制塊,10m3,,

,-n,,,光圓鋼筋（HPB235）,t,,

,,13,1-2-4-10,蓋板鋼筋,t,,

,,13,5-1-18-3,擋土墻鋼筋,t,,

,-o,,,帶肋鋼筋（HRB335）,t,,

,,13,1-2-4-10,蓋板鋼筋,t,,

,,13,5-1-18-3,擋土墻鋼筋,t,,

502-3,,,,洞口坡面防護(hù),,,

,-a,,,M7.5漿砌片石,m3,,

,,8,5-1-15-5,片石擋土墻基礎(chǔ),10m3,,

,,8,5-1-15-7,片石擋土墻墻身,10m3,,

,-b,,,C20噴射混凝土,m3,,

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

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-c,,,噴播草籽,m2,,

,,8,5-1-2-5,人工撒草籽,m2,,

,-e,,,土工格室噴混植草,,,

,,,,Φb4低碳鋼絲網(wǎng),kg,,

,,13,5-1-2-3,掛網(wǎng)鐵絲網(wǎng),1t,,

,-g,,,C25噴射混凝土,m3,,

,,8,3-1-8-1,噴射混凝土,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-h,,,砂漿錨桿,,,

,,,,Φ18,m,,

,,8,3-1-6-1,砂漿錨桿,1t,,

,,,,Φ22,m,,

,,8,3-1-6-1,砂漿錨桿,1t,,

,-i,,,鋼筋網(wǎng),,,

,,,,Φb4低碳鋼絲網(wǎng),kg,,

,,13,3-1-6-5,金屬網(wǎng)(鐵絲網(wǎng)),1t,,

,,,,光圓鋼筋（HPB235）,kg,,

,,13,3-1-6-4,金屬網(wǎng)(鋼筋網(wǎng)),1t,,

502-4,,,,洞門(mén)建筑,,,

,-a,,,C20現(xiàn)澆混凝土,m3,,

,,12,3-2-2-2,漿砌片石洞門(mén)墻,10m3,,

,-b,,,M7.5漿砌片石,m3,,

,,12,3-2-1-4,漿砌片石洞門(mén)墻,10m3,,

,-d,,,C25砼,m3,,

,,12,3-2-2-2,漿砌片石洞門(mén)墻,10m3,,

,-f,,,C15片石砼,m3,,

,,12,3-2-2-1,漿砌片石洞門(mén)墻,10m3,,C25換C15

,-f,,,花崗巖鑲面,,,

,,12,3-2-3-3,鑲貼瓷磚,100m2,,"872換100010,100010量102"

,,,,真石漆,m2,,

,,12,3-2-3-2,混凝土墻面鑲水刷石,100m2,,

,-g,,,光圓鋼筋（HPB235）,t,,

,,13,3-2-2-3,門(mén)墻鋼筋,10m3,,

,-g,,,帶肋鋼筋（HRB335）,t,,

,,13,3-2-2-3,門(mén)墻鋼筋,10m3,,

502-5,,,,明洞襯砌,,,

,-a,,,C25現(xiàn)澆混凝土,m3,,

,,12,3-1-9-3,現(xiàn)澆混凝仰拱,10m3,,

,,12,3-1-9-5,連拱隧道中隔墻,10m3,,

,,12,3-1-9-1,臺(tái)車(chē)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,混凝土攪拌站拌和(60m3/h內(nèi)),10m3,,

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,10m3,,

,-d,,,C25現(xiàn)澆防水混凝土,m3,,

,,12,3-1-9-1,現(xiàn)澆混凝土(模板臺(tái)車(chē)),10m3,,C25換防C25

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),10m3,,

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,10m3,,

,-e,,,光圓鋼筋（HPB235）,kg,,

,,13,3-1-9-6,襯砌鋼筋,1t,,"112換111,111量1.025"

,-f,,,帶肋鋼筋（HRB335）,kg,,

,,13,3-1-9-6,襯砌鋼筋,1t,,

,-h,,,C10貧混凝土,m3,,

,,12,3-1-9-4,仰拱回填,10m3,,C10換C15

502-7,,,,洞頂（邊墻墻背）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挖掘機(jī)挖土,1000m3,,

,,3,1-1-11-25,20t自卸汽車(chē)運(yùn)土1km,1000m3,,

,,2,1-1-18-5,20t振動(dòng)壓路機(jī)碾壓土方,1000m3,,

,-b,,,回填M7.5漿砌片石,m3,,

,,12,3-1-19-1,明洞漿砌片石回填,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換939,939量0"

503-1,,,,洞身開(kāi)挖,,,

,-a,,,挖土方,m3,,

,,12,3-1-3-23,正洞Ⅴ級(jí)圍巖隧長(zhǎng)4000m內(nèi)開(kāi)挖,100m3,,3-1-3-29×1

,,12,3-1-3-47,Ⅳ～Ⅴ級(jí)圍巖隧長(zhǎng)4000m內(nèi)出渣,100m3,,3-1-3-50×1

,,12,3-3-1-5,斜井開(kāi)挖Ⅴ級(jí)圍巖,100m3,,

,,12,3-3-2-2,斜井Ⅴ級(jí)圍巖出渣,100m3,,

,,3,1-1-11-26,20t內(nèi)自卸車(chē)運(yùn)土增0.5km(5km內(nèi)),1000m3,,定額×2

,,12,,棄土場(chǎng)征地及漿砌防護(hù),m2,,20423.6×3

,-b,,,挖石方,m3,,

,,12,3-1-3-22,正洞Ⅳ級(jí)圍巖隧長(zhǎng)4000m內(nèi)開(kāi)挖,100m3,,3-1-3-28×1

,,12,3-1-3-21,正洞Ⅲ級(jí)圍巖隧長(zhǎng)4000m內(nèi)開(kāi)挖,100m3,,3-1-3-27×1

,,12,3-1-3-47,Ⅳ～Ⅴ級(jí)圍巖隧長(zhǎng)4000m內(nèi)出渣,100m3,,3-1-3-50×1

,,12,3-1-3-46,Ⅰ～Ⅲ級(jí)圍巖隧長(zhǎng)4000m內(nèi)出渣,100m3,,3-1-3-49×1

,,12,3-3-1-4,斜井挖Ⅳ級(jí)圍巖,100m3,,

,,12,3-3-1-3,斜井挖Ⅲ級(jí)圍巖,100m3,,

,,12,3-3-1-2,斜井挖Ⅱ級(jí)圍巖,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內(nèi)自卸車(chē)運(yùn)石增0.5km(5km內(nèi)),1000m3,,定額×2

,,12,,棄土場(chǎng)征地及漿砌防護(hù),m2,,132964.2×3

503-2,,,,超前支護(hù),,,

,-a,,,Φ22超前（砂漿）錨桿,m,,

,,12,3-1-6-1,砂漿錨桿,1t,,

,-b,,,光圓鋼筋（HPB235）,kg,,

,,13,3-1-9-6,襯砌鋼筋,1t,,"112換111,111量1.025"

,,13,3-3-3-3,斜井襯砌鋼筋,1t,,"112換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,注漿(水泥漿),10m3,,

,,,,Φ108×6管棚,m,,

,,12,3-1-7-4,管棚φ108mm,10m,,

,,12,3-1-7-6,注漿(水泥漿),10m3,,

,-d,,,注漿小導(dǎo)管,,,

,,,,Φ42×5注漿小導(dǎo)管,m,,

,,12,3-1-7-5,超前小導(dǎo)管,100m,,191量0.4562

,,12,3-1-7-6,注漿(水泥漿),10m3,,

,-e,,,型鋼,kg,,

,,,,I18工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,,,,I14工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,,,,I16工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,-g,,,導(dǎo)向管,,,

,,,,Φ133×6導(dǎo)向管,m,,

,,12,3-1-7-2,孔口管,10m,,191量0.1878

,-h,,,帶肋鋼筋（HRB335）,kg,,

,,13,3-1-9-6,襯砌鋼筋,1t,,

,,13,3-3-3-3,斜井襯砌鋼筋,1t,,

,-i,,,C25防水混凝土,m3,,

,,12,3-1-9-2,現(xiàn)澆混凝土(模架),10m3,,改防C25

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

503-3,,,,噴錨支護(hù),,,

,-a,,,噴射混凝土,,,

,,,,C20噴射混凝土,m3,,

,,12,3-1-8-1,噴射混凝土,10m3,,C20

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,,,,C25噴射混凝土,m3,,

,,12,3-1-8-1,噴射混凝土,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-c,,,Ф22砂漿錨桿,m,,

,,12,3-1-6-1,砂漿錨桿,1t,,

,-e,,,藥卷錨桿,,,

,,,,Φ18,m,,

,,12,3-1-6-1,砂漿錨桿,1t,,

,,,,Φ22,m,,

,,12,3-1-6-1,砂漿錨桿,1t,,

,-f,,,HPB235鋼筋網(wǎng),kg,,

,,13,3-1-6-4,金屬網(wǎng)(鋼筋網(wǎng)),1t,,

,-g,,,型鋼,kg,,

,,,,I12工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,,,,I14工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,,,,I16工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,,,,I18工字鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,

,,,,槽鋼,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,槽鋼換型鋼

,,,,Φ50×2mm不銹鋼管,kg,,

,,12,3-4-4-1,埋設(shè)不銹鋼管,100m,,192換191，量0.242

,,,,Φ30×3mm不銹鋼管,kg,,

,,12,3-4-4-1,埋設(shè)不銹鋼管,100m,,192換191，量0.21

,,,,Φ30×2.5mm不銹鋼管,kg,,

,,12,3-4-4-1,埋設(shè)不銹鋼管,100m,,192換191，量0.173

,-i,,,Ф22鋼筋（鎖腳錨桿）,m,,

,,12,3-1-6-1,砂漿錨桿,1t,,

,-n,,,鋼板,kg,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,鋼板換型鋼

,-o,,,R25N自進(jìn)式錨桿,m,,

,,12,3-1-6-3,自進(jìn)式錨桿,1t,,

,-p,,,YLФ25預(yù)應(yīng)力錨桿,m,,

,,12,3-1-5-1,制作安裝型鋼鋼架,1t,,鋼板換型鋼

504-1,,,,洞身襯砌,,,

,-a,,,C25現(xiàn)澆混凝土,m3,,

,,12,3-1-9-1,現(xiàn)澆混凝土(模板臺(tái)車(chē)),10m3,,

,,12,3-1-9-3,仰拱現(xiàn)澆混凝土,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-b,,,C25現(xiàn)澆防水混凝土,m3,,

,,12,3-1-9-5,中隔墻,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-c,,,光圓鋼筋（HPB235）,kg,,

,,13,3-1-9-6,襯砌鋼筋,1t,,

,-d,,,帶肋鋼筋（HRB335）,kg,,

,,13,3-1-9-6,襯砌鋼筋,1t,,

,-e,,,鋼筋網(wǎng),kg,,

,,12,3-1-9-6,鋼筋網(wǎng),1t,,

,-f,,,C25現(xiàn)澆混凝土,m3,,

,,12,3-1-9-4,現(xiàn)澆混凝土模筑,10m3,,

,,12,3-1-9-4,現(xiàn)澆混凝土仰拱,10m3,,

,,12,2-2-17-5,15cm路面,1000m2,,2-2-17-6×-5，人、機(jī)、小型機(jī)具×1.26

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

504-2,,,,仰拱、鋪底混凝土,,,

,-a,,,C25仰拱防水混凝土,m3,,

,,12,3-1-9-3,現(xiàn)澆混凝土仰拱,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-c,,,C15片石混凝土鋪底,m3,,

,,12,3-1-9-4,現(xiàn)澆混凝土仰拱回填,10m3,,"泵C15-32.5-4,-10.4,片C15-32.5-8礫,+10.4"

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-d,,,C10貧混凝土鋪底,m3,,

,,12,3-1-9-4,現(xiàn)澆混凝土仰拱回填,10m3,,C10

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-f,,,C25噴射混凝土墊層,m3,,

,,12,3-1-8-1,噴射混凝土,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,3,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-g,,,C20噴射混凝土墊層,m3,,

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

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,12,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

504-3,,,,管溝（邊溝、電纜溝、手孔井）,,,

,-a,,,C25現(xiàn)澆混凝土,m3,,

,,12,3-1-13-1,現(xiàn)澆混凝土溝槽,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,

,,12,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-b,,,C25現(xiàn)澆防水混凝土,m3,,

,,12,3-1-13-1,現(xiàn)澆混凝土溝槽,10m3,,"普C25-32.5-4,-10.2,防C25-32.5-4礫,+10.2"

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,12,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-c,,,C25預(yù)制混凝土,m3,,

,,12,3-1-13-2,預(yù)制混凝土溝槽,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,12,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-d,,,C25鋼筋混凝土蓋板,m3,,

,,12,3-1-13-3,預(yù)制混凝土蓋板,10m3,,

,,8,4-11-11-12,混凝土攪拌站拌和(60m3/h內(nèi)),100m3,,定額×1.02

,,12,3-1-9-9,6m3內(nèi)混凝土攪運(yùn)車(chē)洞內(nèi)運(yùn)1km,100m3,,定額×1.02

,-k,,,金屬蓋板,kg,,

,,,,鑄鐵蓋板,kg,,

,,8,1-2-6-3,鑄鐵蓖子安放,10套,,"681量1321.33,人、機(jī)、小型機(jī)具×1.26"

,-l,,,鋼管,,,

,,,,Ф76x4鋼管,kg,,

,,10,3-4-4-1,預(yù)埋鋼管,100m,,191量0.71

,-n,,,光圓鋼筋（HPB235）,kg,,

,,13,3-1-13-4,溝槽鋼筋,1t,,

,-o,,,帶肋鋼筋（HRB335）,kg,,

,,13,3-1-13-4,溝槽鋼筋,1t,,"111換112,112量1.025"

,-u,,,洞口攔水溝,處,,

,,8,4-6-1-1,輕型墩臺(tái)基礎(chǔ)混凝土(跨徑4m內(nèi)),10m3,,"普C15-32.5-8,-10.2,普C50-52.5-4礫,+10.2"

,,13,4-6-1-12,基礎(chǔ)、支撐梁鋼筋,1t,,

,,8,4-11-7-9,橡膠條伸縮縫,1m,,

504-4,,,,洞門(mén),,,

,-b,,,通道防火匝門(mén),個(gè),,

,,12,3-4-13-5,防火卷簾門(mén)控制系統(tǒng)裝置,10處,,

,,12,,人行推拉門(mén),套,,2×1500

,,12,,人行橫洞卷簾門(mén),套,,2×2500

,,12,,車(chē)行橫洞卷簾門(mén),套,,2×4500

504-5,,,,洞內(nèi)路面,,,

,-a,,,C15素砼基層,,,

,,,,厚150mm,m2,,

,,12,3-1-9-4,仰拱回填,10m3,,

,-c,,,水泥混凝土面層,,,

,,,,光圓鋼筋（HPB235）,kg,,

,,13,2-2-17-15,路面鋼筋,1t,,人、機(jī)、小型機(jī)具×1.26

,,,,帶肋鋼筋（HRB335）,kg,,

,,13,2-2-17-15,路面鋼筋,1t,,"光圓=0，帶肋=1.025,人、機(jī)、小型機(jī)具×1.26"

,,,,厚150mm（混凝土彎拉強(qiáng)度5.0MP133）,m2,,

,,6,2-2-17-3,軌道攤鋪機(jī)鋪筑混凝土厚15cm,1000m2,,"+2×-5,人、機(jī)、小型機(jī)具×1.26"

,,,,厚200mm（混凝土彎拉強(qiáng)度5.0MP133）,m2,,

,,6,2-2-17-3,軌道攤鋪機(jī)鋪筑混凝土厚20cm,1000m2,,人、機(jī)、小型機(jī)具×1.26

,,,,厚260mm（混凝土彎拉強(qiáng)度5.0MP133）,m2,,

,,6,2-2-17-3,軌道攤鋪機(jī)鋪筑混凝土厚26cm,1000m2,,"+4×6,人、機(jī)、小型機(jī)具×1.26"

,,,,厚280mm（混凝土彎拉強(qiáng)度5.0MP133）,m2,,

,,6,2-2-17-3,軌道攤鋪機(jī)鋪筑混凝土厚28cm,1000m2,,"4×8,人、機(jī)、小型機(jī)具×1.26"

,,,,厚200mm整平層（C20混凝土）,m3,,

,,6,2-2-17-3,軌道攤鋪機(jī)鋪筑混凝土厚20cm,1000m2,,"普C30-32.5-4,-204,普C20-32.5-4,+204,人、機(jī)、小型機(jī)具×1.26"

,,,,厚150mm整平層（C20混凝土）,m3,,

,,6,2-2-17-3,人工鋪筑混凝土厚15cm,1000m2,,"+2×-5,普C30-32.5-4,-153,普C20-32.5-4,+153,人、機(jī)、小型機(jī)具×1.26"

,-h,,,級(jí)配碎石,,,

,,,,厚150mm,m2,,

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

,,3,2-1-8-21,穩(wěn)定土運(yùn)輸15t內(nèi)1km,1000m3,,

,,6,2-1-1-15,機(jī)械鋪碎石墊層厚15cm,1000m2,,人、機(jī)、小型機(jī)具×1.26

,,,,厚200mm,m2,,

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

,,3,2-1-8-21,穩(wěn)定土運(yùn)輸15t內(nèi)1km,1000m3,,

,,6,2-1-1-15,機(jī)械鋪碎石墊層厚15cm,1000m2,,人、機(jī)、小型機(jī)具×1.26

505-1,,,,防水與排水,,,

,-a,,,防水板,,,

,,,,PVC（P型）防水板,m2,,

,,12,3-1-11-1,復(fù)合式防水板,100m2,,

,-b,,,土工布,,,

,,,,300g/m2土工布,m2,,

,,12,3-1-11-1,復(fù)合式防水板,100m2,,"776換770,770量106"

,,,,350g/m2土工布,m2,,

,,12,3-1-11-1,復(fù)合式防水板,100m2,,"776換770,770量106"

,-c,,,止水帶,,,

,,,,背貼式橡膠止水帶,m,,

,,12,3-1-11-2,橡膠止水帶,10m,,794價(jià)80.00

,,,,PVC中置式橡膠止水帶,m,,

,,12,3-1-11-2,橡膠止水帶,10m,,794價(jià)80.00

,,,,遇水膨脹橡膠止水帶,m,,

,,12,3-1-11-2,橡膠止水帶,10m,,794價(jià)80.00

,,,,中置式橡膠止水帶,m,,

,,12,3-1-11-2,橡膠止水帶,10m,,794價(jià)80.00

,-h,,,橫向排水管,,,

,,,,Ф50橫向排水管,m,,

,,12,3-1-12-3,橫向排水管,1處,,"780換779,779量7.9"

,,,,Ф110橫向排水管,m,,

,,12,3-1-12-3,橫向排水管,1處,,"780換779,779量2.2"

,,,,Φ116/100mm無(wú)孔波紋管（HDPE）,m,,

,,12,3-1-12-3,橫向排水管,1處,,"780換786,786量2.9"

,-i,,,環(huán)向排水管,,,

,,,,Ω彈簧環(huán)向排水管,m,,

,,12,3-1-12-4,環(huán)向排水管(彈簧管),100m,,

,,,,Ф50環(huán)向排水管,m,,

,,12,3-1-12-4,環(huán)向排水管(彈簧管),100m,,

,,,,Ф50透水環(huán)向盲管(HDPE),m,,

,,12,3-1-12-4,環(huán)向排水管(彈簧管),100m,,

,-j,,,縱向排水管,,,

,,,,Φ100mm打孔波紋管（HDPE）,m,,

,,12,3-1-12-2,縱向排水管(HPDE管),