高速公路造價(jià)-工程量清單報(bào)價(jià)表實(shí)例

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,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第100章總則,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,100,總則,,,,,,

,101-1,保險(xiǎn)費(fèi),,,,,,

,101-1-a,按合同條款規(guī)定，提供建筑工程一切險(xiǎn),總額,,,1412181.96,,

,101-1-b,按合同條款規(guī)定，提供第三方責(zé)任險(xiǎn),總額,,,3000.00,,

,102-1,竣工文件,總額,,,50000.00,,

,102-2,施工環(huán)保費(fèi),總額,,,50000.00,,

,102-3,安全生產(chǎn)費(fèi),總額,,,2904217.00,,

,103-1,原有水泥混凝土、瀝青混凝土道路恢復(fù)費(fèi)用(暫定金額),總額,,,1000000.00,,

,104-1,承包人駐地建設(shè)費(fèi),總額,,,3000000.00,,

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,第100章合計(jì)人民幣8419399元,,,,,,,

,清單第1頁,,,,,,共13頁,

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,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第200章路基,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,200,路基,,,,,,

,202-1,清理與掘除,,,,,,

,202-1-a,清理現(xiàn)場,m2,,368429.000,3.15,1160551,

,202-1-b,砍伐樹木,棵,,6467.000,14.42,93254,

,202-1-c,挖除樹根,棵,,6467.000,16.40,106059,

,203-1,挖方路基,,,,,,

,203-1-a,挖土方,m3,,586073.000,10.58,6200652,

,203-1-b,挖石方,m3,,880838.000,23.58,20770160,

,203-1-c,挖除非適用材料（不包含淤泥）,m3,,35144.700,15.07,529631,

,203-2,改河、改渠、改路挖方,,,,,,

,203-2-a,挖土方,m3,,59283.000,7.75,459443,

,203-2-b,挖石方,m3,,1248.000,23.58,29428,

,204-1,路基填筑（包括填前壓實(shí)，清表回填土，零填挖路段處理）,,,,,,

,204-1-a,換填土（零填挖地段）,m3,,43445.200,6.17,268057,

,204-1-b,利用土方,m3,,527021.000,6.59,3473068,

,204-1-c,利用石方,m3,,957101.000,11.50,11006662,

,204-1-e,借方,m3,,987768.000,22.81,22530988,

,204-1-g,結(jié)構(gòu)物臺背回填,,,,,,

,204-1-g-1,擋土墻臺背回填,m3,,10390.000,87.23,906320,

,204-1-g-2,橋臺背回填砂性土,m3,,31405.200,87.23,2739476,

,204-1-g-3,橋臺背回填沙礫,,,,,,

,204-1-h,錐坡及臺前溜坡填土,m3,,56294.900,31.39,1767097,

,204-2,改路、改河、改渠填筑,,,,,,

,204-2-a,利用土方,m3,,5203.000,6.17,32103,

,204-2-b,利用石方,m3,,140.000,11.50,1610,

,204-3,臺背加固,,,,,,

,204-3-a,振動沉管碎石樁,m,,3876.300,126.32,489654,

,205-1,軟土地基處理,,,,,,

,-l,土工織物,,,,,,

,-1,土工布,m2,,2988.700,15.64,46743,

,-3,雙向玻纖土工格柵,m2,,4225.000,15.95,67389,

,205-1-o,換填開山石渣,m3,,35144.700,38.49,1352720,

,205-1-p,換填沙礫,m3,,11588.000,49.35,571868,

,207-1,邊溝,,,,,,

,207-a,砼蓋板暗邊溝,m,,,,,

,207-a-1,砼蓋板暗邊溝（0.4m*0.45m）,m,,837.500,632.06,529350,

,207-a-2,砼蓋板暗邊溝（0.5m*0.55m）,m,,2061.100,641.62,1322443,

,207-a-3,砼蓋板暗邊溝（0.6m*0.65m）,m,,1549.100,714.10,1106212,

,207-a-4,砼蓋板暗邊溝（0.6m*1.00m）,m,,1473.000,886.31,1305535,

,207-a-5,砼蓋板暗邊溝（0.7m*0.75m）,m,,739.400,792.12,585694,

,207-a-6,砼蓋板暗邊溝（1.2m*2.5m）,m,,235.000,1087.04,255454,

,207-2,窖井,個(gè),,275.000,1333.89,366820,

,207-3,排水溝,,,,,,

,207-3-a,填方排水溝,,,,,,

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,清單第2頁,,,,,,共13頁,

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,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第200章路基,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,207-3-a-1,填方排水溝0.6m*0.6m,m,,1058.800,192.18,203480,

,207-3-a-2,填方排水溝0.6m*0.8m,m,,17428.000,265.90,4634105,

,207-3-a-3,填方排水溝1.00m*1.00m,m,,105.600,321.96,33999,

,207-3-a-4,填方排水溝1.00m*1.20m,m,,90.700,350.49,31789,

,207-3-b,平臺溝,m,,2642.190,90.27,238510,

,207-4,截水溝（標(biāo)準(zhǔn)磚）,m3,,40.000,821.27,32851,

,207-5,急流槽,,,,,,

,207-5-a,M7.5漿砌片石,m3,,240.350,289.51,69584,

,207-5-b,C15混凝土急流槽,,,,,,

,207-5-c,平臺溝與邊溝連接（路鋻隱蔽式急流槽）,,,,,,

,207-5-c-1,C30號砼,m3,,71.800,627.80,45076,

,207-5-c-2,C15號砼,m3,,72.600,564.22,40962,

,207-5-c-3,鐵絲網(wǎng),m2,,877.700,5.47,4801,

,207-7,路基盲溝（滲溝）,,,,,,

,207-7-a,50mm*50mm,m,,1352.400,75.54,102160,

,207-8,沉淀池,,,,,,

,207-8-a,M7.5漿砌片石,m3,,2007.740,227.10,455958,

,207-8-b,C15片石混凝土,m3,,198.260,536.26,106319,

,208-1,植被護(hù)坡,,,,,,

,208-1-a,邊坡普通噴破,m2,,168706.000,15.01,2532277,

,208-1-b,三維植被網(wǎng)護(hù)坡,,,,,,

,208-1-c,鋪皮草,m2,,13247.000,5.10,67560,

,208-1-d,土工網(wǎng)植草,m2,,62008.000,29.35,1819935,

,208-1-e,鐵絲網(wǎng)植草灌,m2,,26462.000,28.13,744376,

,208-3,骨架防護(hù),,,,,,

,208-3-a,M7.5漿砌片石,m3,,10096.000,225.75,2279172,

,208-3-c,C20混凝土,m3,,429.600,580.12,249220,

,208-4,護(hù)坡（含橋頭防護(hù)及浸水防護(hù)，錐坡）,,,,,,

,208-4-c,M7.5漿砌片（塊）石,m3,,3480.850,190.58,663380,

,209-3,混凝土擋土墻,,,,,,

,209-3-a,混凝土,m3,,,,,

,209-3-a-1,C15片石混凝土,m3,,24959.300,374.18,9339271,

,209-3-c,砂礫墊層,m3,,931.000,86.56,80587,

,210-3,框格錨桿防護(hù)（不含噴播草籽）,,,,,,

,210-3-a,C20混凝土,m3,,1000.000,603.41,603410,

,210-3-b,錨桿,m,,22143.290,55.06,1219210,

,210-3-c,光圓鋼筋（HPB235）,kg,,53114.000,4.73,251229,

,210-3-d,帶肋鋼筋(HRB335),kg,,29013.000,4.87,141293,

,216-1,沖擊碾壓,m2,,423841.300,3.98,1686888,

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,第200章合計(jì)人民幣107751843元,,,,,,,

,清單第3頁,,,,,,共13頁,

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,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第300章路面,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,300,路面,,,,,,

,302-1,碎石墊層,,,,,,

,302-1-a,厚150mm,m2,,1661.000,8.40,13952,

,304-4,水泥穩(wěn)定土基層,,,,,,

,304-4-a,厚150mm,m2,,8857.000,14.25,126212,

,304-4-b,厚200mm,m2,,6762.000,18.35,124083,

,306-1,級配碎石底基層,,,,,,

,306-1-a,厚150mm,m2,,9724.000,20.52,199536,

,306-4,級配礫石底基層,,,,,,

,306-4-a,厚180mm,m2,,7255.000,14.39,104399,

,308-1,改性乳化瀝青透層,m2,,6480.000,6.70,43416,

,308-2,改性乳化瀝青粘層,m2,,6395.000,2.24,14325,

,309-1,細(xì)粒式瀝青混凝土面層,,,,,,

,309-1-a,厚40mm,m2,,6367.000,39.53,251688,

,310-1,瀝青表面處治,,,,,,

,310-1-a,瀝青表處封層,m2,,6480.000,6.51,42185,

,310-2,封層（SBS改性瀝青）,,,,,,

,310-2-a,厚8mm,m2,,8857.000,5.63,49865,

,312-1,水泥混凝土面層,,,,,,

,312-1-d,厚200mm（混凝土抗彎強(qiáng)度4.5Mpa）,m2,,8247.000,69.98,577125,

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,第300章合計(jì)人民幣1546786元,,,,,,,

,清單第4頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第400章橋梁、涵洞,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,400,橋涵,,,,,,

,401-1,橋梁荷載試驗(yàn)(暫定金額),總額,,1.000,500000.00,500000,

,401-2,梁板靜載試驗(yàn)（暫估價(jià)),總額,,1.000,500000.00,500000,

,403-1,基礎(chǔ)鋼筋（包括灌注樁、承臺、沉樁、沉井等）,,,,,,

,403-1-a,光圓鋼筋（R235）,kg,,77331.000,4.97,384335,

,403-1-b,帶肋鋼筋（HRB335、HRB400）,kg,,1251838.000,5.11,6396892,

,403-2,下部結(jié)構(gòu)鋼筋,,,,,,

,403-2-a,光圓鋼筋（R235）,kg,,101472.000,5.14,521566,

,403-2-b,帶肋鋼筋（HRB335、HRB400）,kg,,1696858.000,5.29,8976379,

,403-3,上部結(jié)構(gòu)鋼筋,,,,,,

,403-3-a,光圓鋼筋（R235）,kg,,373193.000,5.30,1977923,

,403-3-b,帶肋鋼筋（HRB335、HRB400）,kg,,5593950.000,5.40,30207330,

,403-4,附屬結(jié)構(gòu)鋼筋,,,,,,

,403-4-a,光圓鋼筋（R235）,kg,,11701.000,5.12,59909,

,403-4-b,帶肋鋼筋（HRB335、HRB400）,kg,,679447.000,5.53,3757342,

,403-5,焊接鋼筋網(wǎng),,,,,,

,403-5-b,D10冷拉帶肋焊接鋼筋網(wǎng),m2,,43641.000,7.66,334290,

,404-1,基礎(chǔ)挖土石方,m3,,22330.300,13.85,309275,

,405-1,水中鉆孔灌注樁,,,,,,

,405-1-f,樁徑1500mm,m,,48.000,5142.94,246861,

,405-1-g,樁徑1600mm,m,,118.000,5770.16,680879,

,405-1-i,樁徑2000mm,m,,288.000,6966.03,2006217,

,405-2,陸上鉆孔灌注樁,,,,,,

,405-2-a,樁徑1000mm,m,,208.000,1767.77,367696,

,405-2-c,樁徑1200mm,m,,736.000,2518.89,1853903,

,405-2-f,樁徑1500mm,m,,1804.000,2812.42,5073606,

,405-2-g,樁徑1600mm,m,,739.000,3081.54,2277258,

,405-2-h,樁徑1800mm,m,,1463.000,3939.63,5763679,

,405-2-i,樁徑2000mm,m,,552.000,4805.56,2652669,

,410-1,混凝土基礎(chǔ)（包括擴(kuò)大基礎(chǔ)、支撐梁、樁基承臺，樁系梁，但不包括樁基）,,,,,,

,410-1-a,混凝土基礎(chǔ),,,,,,

,410-1-a-1,C20混凝土,m3,,2828.680,331.29,937113,

,410-1-b,承臺混凝土（含樁基細(xì)梁）,,,,,,

,410-1-b-1,C25混凝土,m3,,3534.240,318.62,1126080,

,410-1-b-2,C30混凝土,m3,,1036.140,574.56,595325,

,410-2,現(xiàn)澆混泥土下部構(gòu)造,,,,,,

,410-2-b,肋板式橋臺,,,,,,

,410-2-b-1,C25混凝土,m3,,1779.140,520.62,926256,

,410-2-b-2,C30混凝土,m3,,1573.160,618.16,972465,

,410-2-d,樁柱式橋臺,,,,,,

,410-2-d-2,C30混凝土,m3,,683.210,641.97,438600,

,410-2-e,柱式橋墩,,,,,,

,410-2-e-1,C30混凝土,m3,,8589.460,655.84,5633311,

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,清單第5頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第400章橋梁、涵洞,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,410-2-f,薄壁式橋墩,,,,,,

,410-2-f-1,C30混凝土,m3,,,516.63,,

,410-5,上部構(gòu)造現(xiàn)澆整體化混凝土（包含前面板.橫隔板.整體化現(xiàn)澆層.現(xiàn)澆連續(xù)段.濕接縫混泥土）,,,,,,

,410-5-b,C40混凝土,m3,,,568.99,,

,410-5-c,C50混凝土,m3,,,737.13,,

,410-6,現(xiàn)澆混凝土附屬結(jié)構(gòu),,,,,,

,410-6-a,C30混凝土防撞墻,m3,,,540.41,,

,410-6-b,鋼扶手,m,,,45.04,,

,410-6-c,橋頭搭板，枕梁,,,,,,

,410-6-c-1,C25混凝土,m3,,,369.15,,

,410-6-d,支座墊石,m3,,,562.50,,

,411-5,后張法預(yù)應(yīng)力鋼絞線,,,,,,

,411-5-a,Φ15.24mm1860Mpa級鋼絞線,kg,,,13.86,,

,411-7,現(xiàn)澆注預(yù)應(yīng)力混凝土上部構(gòu)造,,,,,,

,411-7-b,支架澆注預(yù)應(yīng)力混凝土連續(xù)箱梁,,,,,,

,411-7-b-1,C30混凝土,m3,,,568.06,,

,411-7-b-2,C40混凝土,m3,,,768.59,,

,411-8,預(yù)制預(yù)應(yīng)力混凝土上部結(jié)構(gòu),,,,,,

,411-8-a,預(yù)應(yīng)力混凝土先簡支后T型梁,,,,,,

,411-8-a-2,C50混凝土,m3,,,1102.84,,

,411-8-b,預(yù)應(yīng)力混凝土先簡支后連續(xù)空心板,,,,,,

,411-8-b-1,C40混凝土,m3,,,713.00,,

,411-8-c,預(yù)應(yīng)力混凝土組合箱梁,,,,,,

,411-8-c-2,C50混凝土,m3,,,1066.54,,

,415-1,水泥混凝土橋面鋪裝,,,,,,

,415-1-b,C40混凝土，厚100mm,m2,,,490.09,,

,415-2,縱向排水管,,,,,,

,415-2-a,Φ250mm：PVC管,m,,,62.63,,

,415-2-b,Φ150mm：PVC管,m,,,46.97,,

,416-1,矩形板式支座,,,,,,

,416-1-a,矩形板式橡膠支座,,,,,,

,416-1-a-1,150*250*28mm矩形板式橡膠支座,個(gè),,,68.80,,

,416-1-a-3,150*250*42mm矩形板式橡膠支座,個(gè),,,103.20,,

,416-1-a-6,400*450*92mm矩形板式橡膠支座,個(gè),,,1808.41,,

,416-1-b,矩形板式活動支座,,,,,,

,416-1-b-1,180*200*30mm矩形板式活動支座,個(gè),,,117.94,,

,416-1-b-3,180*200*44mm矩形板式活動支座,個(gè),,,172.98,,

,416-1-b-6,250*350*52mm矩形板式活動支座,個(gè),,,496.87,,

,416-2,圓形板式支架,,,,,,

,416-2-a,圓形板式橡膠支架,,,,,,

,416-2-a-1,Φ300*55mm圓形板式橡膠支架,個(gè),,,424.34,,

,416-2-a-2,Φ325*55mm圓形板式橡膠支架,個(gè),,,498.01,,

,416-2-b,圓形板式活動支架,,,,,,

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,清單第6頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第400章橋梁、涵洞,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,416-2-b-1,Φ200*58mm圓形板式活動支架,個(gè),,,198.89,,

,416-2-b-2,Φ250*54mm圓形板式活動支架,個(gè),,,289.32,,

,416-4,盆式支座,,,,,,

,416-4-a,固定支架,,,,,,

,416-4-a-6,GPZ(11)6GD,套,,,13288.43,,

,416-4-a-9,GPZ(11)10GD,套,,,25915.81,,

,416-4-b,單向活動支架,,,,,,

,416-4-b-10,GPZ(11)3DX,套,,,5457.97,,

,416-4-b-14,GPZ(11)6DX,套,,,13288.42,,

,416-4-b-17,GPZ(11)9GD,套,,,22169.56,,

,416-4-c,雙向活動支架,,,,,,

,416-4-c-6,GPZ(11)2.5SX,套,,,4598.51,,

,416-4-c-7,GPZ(11)3SX,套,,,5457.97,,

,416-4-c-11,GPZ(11)6SX,套,,,13288.42,,

,417-2,模數(shù)式伸縮裝置,,,,,,

,417-2-b,60型伸縮縫,m,,,1994.00,,

,417-2-c,80型伸縮縫,m,,,2469.08,,

,417-2-e,160型伸縮縫,m,,,3300.46,,

,419-1,單孔鋼筋混凝土圓管涵,,,,,,

,419-1-b,1-Φ1.0鋼筋混凝土圓管涵,m,,,2644.85,,

,419-1-c,1-Φ1.25鋼筋混凝土圓管涵,m,,,4466.08,,

,419-1-d,1-Φ1.5鋼筋混凝土圓管涵,m,,,3002.21,,

,420-1,鋼筋混凝土蓋板涵,,,,,,

,420-1-b,鋼筋混凝土蓋板涵，1m*0.8m,m,,,2617.22,,

,420-1-c,鋼筋混凝土蓋板涵，2m*1m,m,,,3368.52,,

,420-1-d,鋼筋混凝土蓋板涵，2m*2.5m,m,,,3846.27,,

,420-1-f,鋼筋混凝土蓋板涵，3m*2m,m,,,6894.49,,

,420-1-h,鋼筋混凝土蓋板涵，3m*3.5m,m,,,7557.24,,

,420-3,鋼筋混凝土蓋板通道（通函并用）,,,,,,

,420-3-a,"鋼筋混凝土蓋板通道,2m*2.5m",,,,4192.83,,

,420-3-d,"鋼筋混凝土蓋板通道,3m*3m",m,,,6577.22,,

,420-3-h,"鋼筋混凝土蓋板通道,4m*4m",m,,,10798.47,,

,420-3-i,"鋼筋混凝土蓋板通道,4m*4.5m",m,,,11507.70,,

,420-3-l,"鋼筋混凝土蓋板通道,5m*4.5m",m,,,38735.57,,

,420-3-m,"鋼筋混凝土蓋板通道,5m*5m",m,,,22272.14,,

,420-3-o,"鋼筋混凝土蓋板通道,6m*4.5m",m,,,25128.98,,

,420-3-p,"鋼筋混凝土蓋板通道,6m*5m",m,,,26236.54,,

,,,,,,,,

,第400章合計(jì)人民幣163605379元,,,,,,,

,清單第7頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第500章隧道,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,500,隧道,,,,,,

,502-1,洞口、明洞開挖,,,,,,

,502-1-a,挖土方,m3,,6857.000,8.80,,

,502-2,防水與排水,,,,,,

,502-2-a,M7.5漿砌片石截水溝、排水溝,m,,180.700,253.54,,

,502-2-e,水泥混凝土圓管Φ0.30m,m,,206.000,1025.75,,

,502-2-j,土工膜,m2,,1080.000,17.68,,

,502-2-k,沉淀池,個(gè),,1.000,2500.00,,

,502-2-m,U-PVCΦ160排水管,m,,20.000,61.49,,

,502-2-n,U-PVCΦ300排水管,m,,10.000,61.49,,

,502-3,洞口坡面防護(hù),,,,,,

,502-3-b,C20噴射混凝土,m3,,54.110,755.38,,

,502-3-d,Φ22砂漿錨桿,m,,1278.150,54.17,,

,502-3-e,φ6（φ8）鋼筋網(wǎng),kg,,769.200,6.17,,

,502-3-f,φb4低碳鋼筋網(wǎng),kg,,518.800,6.17,,

,502-4,洞門建筑,,,,,,

,502-4-a,混凝土,,,,,,

,502-4-a-1,C20現(xiàn)澆混凝土,m3,,209.400,478.78,,

,502-4-a-3,C30現(xiàn)澆混凝土,m3,,2.620,518.42,,

,502-7,洞頂回填,,,,,,

,502-7-a,回填土石方,m3,,842.000,23.61,,

,502-7-b,隔水粘土層,m3,,151.300,23.61,,

,502-7-c,回填M7.5漿砌片石,m3,,37.200,194.43,,

,503-1,洞身開挖,,,,,,

,503-1-a,挖土方,m3,,31963.800,78.17,,

,503-1-b,挖石方,m3,,103882.300,122.77,,

,503-2,超前支護(hù),,,,,,

,503-2-a,錨桿,,,,,,

,503-2-a-1,Φ22超前（砂漿）錨桿,m,,19123.990,45.47,,

,503-2-c,管棚,,,,,,

,503-2-c-3,φ108×6管棚,m,,3280.000,348.49,,

,503-2-c-4,φ133×6導(dǎo)向管,m,,164.000,124.34,,

,503-2-d,注漿小導(dǎo)管,,,,,,

,503-2-d-2,φ42×5注漿小導(dǎo)管,m,,15475.000,56.25,,

,503-2-e,型鋼,,,,,,

,503-2-e-1,I14工字鋼,kg,,2626.700,6.78,,

,503-2-f,C25混泥土套拱,m3,,70.460,470.95,,

,503-2-g,鋼筋,,,,,,

,503-2-g-1,光圓鋼筋（HRB235）,kg,,1003.480,5.56,,

,503-2-g-2,帶肋鋼筋（HRB335）,kg,,2463.720,5.71,,

,503-3,初期支護(hù),,,,,,

,503-3-b,噴射混凝土,,,,,,

,503-3-b-3,C25噴射混凝土,m3,,4570.390,810.66,,

,503-3-b-4,聚酯纖維,kg,,74.000,8.00,,

,,,,,,,,

,清單第8頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第500章隧道,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,503-3-d,錨桿,,,,,,

,503-3-d-3,Ф22藥卷錨桿,m,,62812.510,59.28,3723526,

,503-3-d-5,Ф22鎖腳錨桿,m,,27226.180,55.99,1524394,

,503-3-d-8,Ф22砂漿錨桿,m,,29263.190,55.99,1638446,

,503-3-e,HPB235鋼筋網(wǎng),kg,,155573.180,6.05,941218,

,503-3-f,鋼拱架,kg,,,,,

,503-3-f-1,I18工字鋼,kg,,199985.940,6.78,1355905,

,503-3-f-2,I16工字鋼,kg,,604242.680,6.78,4096765,

,503-3-f-3,I14工字鋼,kg,,10255.140,6.78,69530,

,503-3-f-4,I12工字鋼,kg,,2132.000,6.78,14455,

,503-3-g,槽鋼,kg,,267.720,6.77,1812,

,503-3-h,鋼材,kg,,2766.060,6.78,18754,

,504-1,洞身襯砌,,,,,,

,504-1-a,C...混凝土,,,,,,

,504-1-a-3,C25混凝土,m3,,3837.400,494.70,1898362,

,504-1-b,C25防水混凝土,m3,,11989.300,475.26,5698035,

,504-1-e,鋼筋,,,,,,

,504-1-e-1,光圓鋼筋(HPB235),kg,,135239.780,5.56,751933,

,504-1-e-2,帶肋鋼筋(HRB335),kg,,353629.420,5.71,2019224,

,504-2,仰拱、隨底,,,,,,

,504-2-a,C10貧混凝土隨底填充,m3,,7166.300,279.96,2006277,

,504-2-c,混凝土,,,,,,

,504-2-c-1,C15混凝土,m3,,36.300,315.28,11445,

,504-2-c-2,C20混凝土,m3,,,,,

,504-2-c-3,C25仰拱混凝土,m3,,5062.600,315.28,1596137,

,504-2-d,C25噴射混凝土,m3,,193.850,729.88,141487,

,504-3,邊溝、電纜槽（含蓋板）,,,,,,

,504-3-a,預(yù)制混凝土,,,,,,

,504-3-a-1,C25預(yù)制混凝土,m3,,1291.760,716.50,925546,

,504-3-b,現(xiàn)澆混凝土,,,,,,

,504-3-b-1,C25現(xiàn)澆混凝土,m3,,9.380,656.69,6160,

,504-3-b-3,C25現(xiàn)澆防水混凝土,m3,,35.260,656.66,23154,

,504-3-c,鋼筋,,,,,,

,504-3-c-1,光圓鋼筋(HPB235),kg,,47597.840,5.43,258456,

,504-3-c-2,帶肋鋼筋(HRB335),kg,,296026.330,5.57,1648867,

,504-3-d,蓋板,,,,,,

,504-3-d-1,鑄鐵蓋板（87.6*26.4*6.2cm）,套,,54.000,637.29,34414,

,504-3-d-2,鑄鐵蓋板（87.6*26.4*3.5cm）,套,,54.000,359.75,19427,

,504-3-d-3,鑄鐵蓋板（87.6*26.4*3cm）,套,,54.000,308.37,16652,

,504-3-f,Ф76*4鋼管,m,,555.200,192.66,106965,

,504-4,洞門,,,,,,

,504-4-b,通道防火門,,,,,,

,504-4-b-1,不銹鋼防火門（5.25m2）,樘,,2.000,1000.00,2000,

,504-4-b-2,不銹鋼防火門（6.4m2）,樘,,2.000,1000.00,2000,

,,,,,,,,

,清單第9頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第500章隧道,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,504-4-b-7,欄桿,m,,125.000,10.00,1250,

,504-4-b-8,扶手,m,,125.000,10.00,1250,

,504-5,洞內(nèi)路面,,,,,,

,504-5-a,級配碎石底基層,,,,,,

,504-5-a-1,厚100mm,m2,,10849.000,13.68,148414,

,504-5-b,C15素混凝土基層,,,,,,

,504-5-b-3,100mm厚C15素混凝土基層,m2,,127.000,37.12,4714,

,504-5-c,C20素混凝土基層,,,,,,

,504-5-c-3,230mm厚C20素混凝土基層,m2,,250.000,78.79,19698,

,504-5-c-4,280mm厚C20素混凝土基層,m2,,10849.000,78.79,854793,

,504-5-d,砼路面,,,,,,

,504-5-d-2,150mm后混凝土層（混凝土彎拉強(qiáng)度5.0Mpa）,m2,,127.000,53.15,6750,

,504-5-d-2,230mm后混凝土層（混凝土彎拉強(qiáng)度5.0Mpa）,m2,,250.000,78.79,19698,

,504-5-d-7,280mm后混凝土層（混凝土彎拉強(qiáng)度5.0Mpa）,m2,,10849.000,94.82,1028702,

,505-1,防水與排水,,,,,,

,505-1-a,溝槽式排水板,m2,,30099.870,38.06,1145601,

,505-1-b,PVC（P）防水板（含J100排水托架）,m2,,32329.990,38.06,1230479,

,505-1-c,土工布,,,,,,

,505-1-c-2,350g/m2土工布,m2,,34643.510,16.15,559493,

,505-1-e,止水帶,,,,,,

,505-1-e-1,背貼式止水帶,m,,3323.570,47.53,157969,

,505-1-e-2,遇水膨脹橡膠水袋,m,,614.610,52.82,32464,

,505-1-e-3,PVC注漿式中置止水帶,m,,2731.060,62.17,169790,

,505-1-f,遇水膨脹橡止水條,m,,2826.060,36.06,101908,

,505-1-g,排水管,,,,,,

,505-1-g-1,Ф50透水環(huán)向盲管,m,,6389.380,42.81,273529,

,505-1-g-2,Ф116/100無孔橫向排水管,m,,776.020,48.47,37614,

,505-1-g-3,Ф116/100打孔縱向排水管,m,,3194.960,48.47,154860,

,505-1-g-4,Ф160打孔縱向排水管,m,,2670.000,59.31,158358,

,505-1-g-10,Ф50打孔縱向排水管,m,,2158.400,34.45,74357,

,505-1-i,二襯回填Ф38/22注漿管,m,,1474.900,39.86,58790,

,505-1-j,光圓鋼筋(HPB235),kg,,1481.850,5.57,8254,

,505-1-k,帶肋鋼筋(HRB335),kg,,10546.500,5.71,60221,

,506-1,洞內(nèi)防火涂料,,,,,,

,506-1-a,噴涂防火涂料,m2,,28331.550,33.74,955906,

,508-1,監(jiān)控量測,,,,,,

,508-1-a,必測項(xiàng)目,,,,,,

,508-1-a-1,地質(zhì)和支護(hù)狀況觀察（必測）,總額,,1.000,40000.00,40000,

,508-1-a-2,周邊位移量測（必測）,總額,,1.000,40000.00,40000,

,508-1-a-3,拱頂下沉量測（必測）,總額,,1.000,40000.00,40000,

,508-1-a-4,錨桿或錨索內(nèi)力及抗拔力測量（必測）,總額,,1.000,40000.00,40000,

,508-1-b,選做項(xiàng)目（暫定金額）,總額,,1.000,40000.00,40000,

,510-1,預(yù)埋件,,,,,,

,510-1-a,預(yù)埋管道,,,,,,

,,,,,,,,

,清單第10頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第500章隧道,,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,510-1-a-1,LV-550#防水型可撓金屬套管,m,,1180.000,10.69,12614,

,510-1-a-2,LV-583#防水型可撓金屬套管,m,,855.000,20.08,17168,

,510-1-a-3,Ф50*3.5鋼塑復(fù)合壓力管,m,,13296.000,67.64,899341,

,510-1-b,預(yù)埋構(gòu)件,,,,,,

,510-1-b-1,隧道內(nèi)電纜溝托架（L30*30*4mm角鋼）,kg,,8518.000,8.05,68570,

,510-1-b-3,風(fēng)機(jī)預(yù)埋件（鋼構(gòu)組件）,套,,6.000,1500.00,9000,

,510-1-b-4,可變信息標(biāo)志預(yù)埋件（鋼構(gòu)組件）,套,,2.000,500.00,1000,

,510-1-b-5,分線箱（XRJ-7）,個(gè),,9.000,63.61,572,

,510-1-b-6,分線箱（XRJ-9）,個(gè),,74.000,63.61,4707,

,510-1-b-7,分線箱（XRJ-10）,個(gè),,453.000,63.61,28815,

,510-1-b-8,分線箱（XRJ-11）,個(gè),,30.000,63.61,1908,

,510-1-b-9,隧道內(nèi)地線鍍鋅扁鋼（50*5mm）,kg,,5292.000,8.05,42601,

,510-1-b-10,隧道接地引線（Ф10mm鍍鋅圓鋼）,kg,,61.700,8.09,499,

,510-1-b-11,接地極（L50*50*5mm角鋼）,kg,,377.000,8.05,3035,

,510-1-c,預(yù)留洞室,,,,,,

,510-1-c-1,隧道內(nèi)本地控制器預(yù)留洞室,個(gè),,4.000,600.00,2400,

,510-1-c-2,攝像機(jī)預(yù)留洞室,個(gè),,15.000,200.00,3000,

,510-1-c-3,電光輪廓標(biāo)控制器預(yù)留洞室,個(gè),,2.000,300.00,600,

,510-1-c-4,緊急疏散標(biāo)志預(yù)留洞室,個(gè),,23.000,400.00,9200,

,510-1-c-5,緊急電話預(yù)留洞室,個(gè),,7.000,500.00,3500,

,510-1-c-6,光強(qiáng)檢測器預(yù)留洞室,個(gè),,2.000,500.00,1000,

,510-1-c-7,可變信息標(biāo)志預(yù)留洞室,個(gè),,2.000,500.00,1000,

,510-1-c-8,監(jiān)控配電箱預(yù)留洞室,個(gè),,4.000,500.00,2000,

,510-1-c-9,照明配電箱預(yù)留洞室,個(gè),,5.000,500.00,2500,

,510-1-c-10,風(fēng)機(jī)控制箱預(yù)留洞室,個(gè),,6.000,1000.00,6000,

,510-1-c-11,消火栓預(yù)留洞室,個(gè),,27.000,1000.00,27000,

,,,,,,,,

,第500章合計(jì)人民幣61687472元,,,,,,,

,清單第11頁,,,,,,共13頁,

,,,,,,,,,

,,,,,,,,,

,工程量清單表,,,,,,,

,合同段：A1原始,,,,,,,標(biāo)表2

,第700章綠化及環(huán)境保護(hù),,,,,,,

,細(xì)目號,細(xì)目名稱,單位,,數(shù)量,單價(jià),合價(jià),

,700,綠化及環(huán)境保護(hù)設(shè)施,,,,,,

,702-2,鋪設(shè)利用的表上,,,,,,

,702-2-a,培土路肩,m3,,9573.700,10.43,99854,

,702-2-b,中央分隔帶填土,m3,,7451.200,7.81,58194,

,703-1,撒播草種,,,,,,

,703-1-b,橋頭路堤生態(tài)防護(hù)（人工撒草籽+點(diǎn)栽紫穗槐）,m2,,1085.000,5.16,5599,

,703-1-d,路塹邊坡噴播植生,m2,,14031.000,5.16,72400,

,703-1-f,碎落臺,m2,,13465.000,5.16,69479,

,703-1-i,取、棄土場,m2,,313336.000,5.16,1616814,

,703-1-j,互通、隧道等場區(qū)綠化（15g/m2),m2,,44995.000,5.16,232174,

,703-2,鋪植草皮,,,,,,

,703-2-c,挖方平臺,m2,,3472.000,5.10,17707,

,703-2-d,中內(nèi)分隔帶,m2,,36703.000,5.10,187185,

,703-4,客土植生,,,,,,

,703-4-a,薄層基材客土植生,m2,,306.000,24.50,7497,

,703-4-b,中層基材客土植生,m2,,5373.000,24.50,131639,

,703-4-c,厚層基材客土植生,m2,,12888.000,24.50,315756,

,703-4-d,三維網(wǎng)客土植生,m2,,202.000,31.88,6440,

,703-4-e,框格梁內(nèi)碼砌植生袋厚層基材客土植生,m2,,3516.000,24.50,86142,

,704-1,人工種植喬木,,,,,,

,704-1-a,路基綠化,,,,,,

,704-1-a-1,合歡（D5-6),株,,783.000,21.76,17038,

,704-1-a-2,杜英（D6),株,,133.000,21.76,2894,

,704-1-a-3,無患子（D6),株,,133.000,21.76,2894,

,704-1-a-4,馬尾松（H15),株,,470001.000,13.34,6269813,

,704-1-a-5,樟樹（D6),株,,650.000,21.76,14144,

,704-1-a-6,楓香（D5-6),株,,783.000,21.76,17038,

,704-1-a-7,泡桐（D5-6),株,,650.000,21.76,14144,

,704-1-a-8,"紫薇（H160,d3-4,P80)",株,,1488.000,21.76,32379,

,704-1-a-9,"花石榴（H160,P100)",株,,250.000,21.76,5440,

,704-1-a-10,"蜀檜（H160,P60)",株,,20875.000,21.76,454240,

,704-1-b,互通、隧道等場區(qū)綠化,,,,,,

,704-1-b-1,樟樹（D10，H300-350),株,,8.000,21.76,174,

,704-1-b-2,"楓香（D5-6),H250-300)",株,,15.000,21.76,326,

,704-1-b-3,"欒樹（D6,H250-300)",株,,11.000,21.76,239,

,704-1-b-4,"水杉（D6,H250-300)",株,,29.000,21.76,631,

,704-1-b-5,"樂昌含笑（D7,H250-300）",株,,8.000,21.76,174,

,704-1-b-6,"金合歡（D7,H250-301）",株,,8.000,21.76,174,

,704-1-b-7,"銀杏（D5,H200-300）",株,,3.000,21.76,65,

,704-1-b-8,"烏