公路工程总预算单价参考表

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,总预算表,,,,,,,,,,,,

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,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注：下浮25%,

,,,,,第100章至第700章合计,,,,554331213,,95.25,,

,,,,,第100章总则,,,,25118312,,4.32,,

,,101-1,,,保险费,,,,2198612,,,,

,,,-a,,按合同条款规定，提供建筑工程一切险,,总额,1,2173612,2173612.00,,1630209,

,,,-b,,按合同条款规定，提供第三者责任险,,总额,1,25000,25000.00,,18750,

,,102-1,,,竣工文件,,总额,1,380000,380000.00,,285000,

,,102-2,,,施工环保费,,总额,1,1500000,1500000.00,,1125000,

,,102-3,,,安全生产费,,总额,1,8729700,8729700.00,,6547275,

,,102-5,,,工程信息化管理系统（暂估价）,,总额,1,1500000,1500000.00,,1125000,

,,103-1,,,临时道路、桥涵修建、养护与拆除(包括原道路、桥涵的养护费),,总额,1,3500000,3500000.00,,2625000,

,,103-3,,,临时供电设施的架设、拆除及维修,,总额,1,2000000,2000000.00,,1500000,

,,103-4,,,电信设施的提供、维修与拆除,,总额,1,50000,50000.00,,37500,

,,103-5,,,供水与排污设施,,总额,1,260000,260000.00,,195000,

,,104-1,,,承包人驻地建设（含标准化工地建设）,,总额,1,5000000,5000000.00,,3750000,

,,,,,第200章路基,,,,171293246,,29.43,,

,,202-1,,,清理与掘除,,,,796594,,,,

,,,-a,,清理现场（含清除表土、砍树挖根、弃土外运等）,,m2,337540,796594,2.36,,1.77,

,,202-2,,,挖除旧路面,,,,505898,,,,

,,,-a,,水泥混凝土路面(18cm),,m2,14685,505898,34.45,,25.8375,

,,202-3,,,拆除结构物,,,,437430,,,,

,,,-a,,钢筋混凝土结构,,m3,1000,356220,356.22,,267.165,

,,,-c,,砖、石及其他砌体结构,,m3,1000,81210,81.21,,60.9075,

,,203-1,,,路基挖方,,,,23769507,,,,

,,,-a,,挖土石方（含光面爆破）,,m3,849087,22339479,26.31,,19.7325,

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,,,,,,,,,,,第2页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注：下浮25%,

,,,-c,,挖除非适用材料（不含淤泥）,,m3,42321,904400,21.37,,16.0275,

,,,-d,,挖除淤泥,,m3,19657,525628,26.74,,20.055,

,,203-2,,,改河、改渠、改路挖方,,,,457993,,,,

,,,-a,,挖土石方,,m3,18941,457993,24.18,,18.135,

,,204-1,,,路基填筑（包括填前压实）,,,,9809223,,,,

,,,-d,,利用方填筑,,m3,623143.7,7571196,12.15,,9.1125,

,,,-h,,沉降补偿填方,,m3,68546,2238027,32.65,,24.4875,

,,204-2,,,改路、改河、改渠填筑,,,,89987,,,,

,,,-a,,土石混合料填筑,,m3,7316,89987,12.30,,9.225,

,,204-3,,,低填浅挖路基处理,,,,2454833,,,,

,,,-a,,回填清宕渣,,m3,42321,2046220,48.35,,36.2625,

,,,-b,,编织型土工布,,m2,47021,408612,8.69,,6.5175,

,,204-4,,,陡坡路堤及填挖交界路基处理,,,,3023795,,,,

,,,-a,,换填级配碎石,,m3,21540,2785553,129.32,,96.99,

,,,-b,,土工格栅8050型,,m2,18035,238242,13.21,,9.9075,

,,204-5,,,桥、涵台背路基处理,,,,4335316,,,,

,,,-a,,结构物台背回填（级配碎石）,,m3,19597,2534088,129.31,,96.9825,

,,,-b,,结构物台背回填（清宕渣）,,m3,13369,646391,48.35,,36.2625,

,,,-c,,结构物台背回填（C20混凝土垫层）,,m3,3584,1083264,302.25,,226.6875,

,,,-d,,复合土工膜,,m2,6306,71573,11.35,,8.5125,

,,205-1,,,软土地基处理,,,,91746643,,,,

,,,-a,,抛石挤淤,,m3,10445,787135,75.36,,56.52,

,,,-b,,级配碎石垫层,,m3,139507,18039650,129.31,,96.9825,

,,,-d,,预压与超载预压,,m3,160515,12089990,75.32,,56.49,

,,,-h,,D50cm水泥搅拌桩（双向）,,m,939681,35961592,38.27,,28.7025,

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,,,,,,,,,,,第3页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-l,,土工织物,,,,9685209,,,,

,,,,-l-1,土工布,,m2,48392,466499,9.64,,7.23,

,,,,-l-2,土工格栅8080型,,m2,309911,4230285,13.65,,10.2375,

,,,,-l-3,钢塑土工格栅,,m2,267763,4988425,18.63,,13.9725,

,,,-o,,D40cm预应力管桩,,m,52352,5660298,108.12,,81.09,

,,,-p,,D50cm素混凝土桩（C20素混凝土）,,m,18075,3379121,186.95,,140.2125,

,,,-q,,换填清宕渣,,m3,6588,318530,48.35,,36.2625,

,,,-r,,泡沫混凝土,,m3,13352,4668126,349.62,,262.215,

,,,-s,,换填素土,,m3,13069,465256,35.60,,26.7,

,,,-t,,钢丝网片（直径3mm，网眼5cm×5cm）,,m2,19646,691736,35.21,,26.4075,

,,207-1,,,路基边沟,,,,4487692,,,,

,,,-a,,C25现浇混凝土挖方路基边沟（含盖板),,m,1619,597929,369.32,,276.99,

,,,-b,,C20现浇混凝土填方路基排水沟,,m,16536,3889763,235.23,,176.4225,

,,207-3,,,截水沟,,,,520873,,,,

,,,-a,,M7.5浆砌片石（挖方边坡平台截水沟）,,m,2223,340697,153.26,,114.945,

,,,-b,,M7.5浆砌片石（挖方边坡坡顶截水沟、跌水）,,m,907,180176,198.65,,148.9875,

,,207-4,,,急流槽,,,,266435,,,,

,,,-a,,C20混凝土急流槽（含跌水、防滑台等）,,m3,549,266435,485.31,,363.9825,

,,207-7,,,现浇混凝土坡面排水结构物,,,,1448296,,,,

,,,-a,,C25现浇混凝土排水沟,,m3,516,256096,496.31,,372.2325,

,,,-b,,C20混凝土现浇边沟(平交口、改路及加沟加宽),,m3,2434.9,1192200,489.63,,367.2225,

,,207-9,,,坡体排水孔,,,,118200,,,,

,,,-a,,φ60mm打孔PVC管,,m,5910,118200,20.00,,15,

,,207-10,,,钢筋混凝土管,,,,647344,,,,

,,,-b,,D40cm钢筋混凝土管,,m,100,16040,160.40,,120.3,

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,,,,,,,,,,,第4页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-c,,D50cm钢筋混凝土管,,m,100,20540,205.40,,154.05,

,,,-d,,D60cm钢筋混凝土管,,m,675,179037,265.24,,198.93,

,,,-e,,D80cm钢筋混凝土管,,m,100,39805,398.05,,298.5375,

,,,-f,,D100cm钢筋混凝土管,,m,633,391922,619.15,,464.3625,

,,208-1,,,植物护坡,,,,5477649,,,,

,,,-c,,三维植被网护坡,,m2,797,42448,53.26,,39.945,

,,,-d,,喷播植草防护（填方路基）,,m2,124614,3259902,26.16,,19.62,

,,,-e,,厚层基材防护(挂网、植被材料、基材混合物t=8～10cm),,m2,40843,2175298,53.26,,39.945,

,,208-3,,,浆砌片石护坡,,,,1817280,,,,

,,,-c,,M7.5浆砌片石加固带,,m3,3308,1062761,321.27,,240.9525,

,,,-d,,沿河塘M7.5浆砌片石护坡（含护坦、挡块）,,m3,1934,673748,348.37,,261.2775,

,,,-e,,碎石垫层,,m3,580,80771,139.26,,104.445,

,,208-4,,,预制混凝土块护坡,,,,1946521,,,,

,,,-a,,C25预制空心砖护坡,,m3,341,242915,712.36,,534.27,

,,,-c,,C25预制框格护坡（含挡水条）,,m3,2382,1703606,715.20,,536.4,

,,208-8,,,柔性防护网,,,,1936161,,,,

,,,-a,,柔性防护网,,m2,17132,1754145,102.39,,76.7925,

,,,-b,,25mm普通螺纹钢筋锚杆,,m,4026,182015,45.21,,33.9075,

,,208-9,,,框格锚杆护坡,,,,1248733,,,,

,,,-a,,C25现浇混凝土框格,,m3,795,831308,1045.67,,784.2525,

,,,-b,,直径22mm螺纹钢粘结锚杆,,m,5947,176507,29.68,,22.26,

,,,-c,,钢筋,,,,240918,,,,

,,,,-c-1,HPB300钢筋,,kg,30109,126458,4.20,,3.15,

,,,,-c-2,HRB400钢筋,,kg,28123,114461,4.07,,3.0525,

,,208-10,,,坡面检修道,,,,659818,,,,

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,,,,,,,,,,,第5页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-a,,C25现浇混凝土检修梯道,,m3,631,659818,1045.67,,784.2525,

,,208-11,,,系统锚杆护坡,,,,496664,,,,

,,,-a,,直径16mm系统锚杆,,m,3463,81588,23.56,,17.67,

,,,-b,,直径25mm系统锚杆,,m,10060,415076,41.26,,30.945,

,,209-1,,,砌体挡土墙,,,,12475047,,,,

,,,-a,,M7.5浆砌块石,,m3,25442.7,7809382,306.94,,230.205,

,,,-d,,砂砾垫层,,m3,1827.6,157813,86.35,,64.7625,

,,,-e,,碎石垫层,,m3,176,23873,135.64,,101.73,

,,,-f,,C20片石混凝土基础,,m3,1142,323472,283.25,,212.4375,

,,,-g,,C20混凝土基础,,m3,2352.4,885749,376.53,,282.3975,

,,,-h,,干砌片石垫层,,m3,1607.3,306416,190.64,,142.98,

,,,-i,,换填清宕渣,,m3,15055.8,727948,48.35,,36.2625,

,,,-j,,松木桩（长5m，梢径不小于15cm）,,根,11982,2240394,186.98,,140.235,

,,215-1,,,M7.5浆砌片石河床铺底,,m3,909,319314,351.28,,263.46,

,,,,,第300章路面,,,,161056423,,27.67,,

,,302-1,,,碎石垫层,,,,1796332,,,,

,,,-a,,厚150mm,,m2,84137.33,1796332,21.35,,16.0125,

,,304-1,,,水泥稳定碎石底基层,,,,37907719,,,,

,,,-a,,厚200mm,,m2,23695,953250,40.23,,30.1725,

,,,-b,,厚320mm,,m2,577594.075,36954469,63.98,,47.985,

,,304-3,,,水泥稳定碎石基层,,,,22722755,,,,

,,,-a,,厚200mm,,m2,530286,22722755,42.85,,32.1375,

,,308-2,,,黏层,,m2,509573,1059912,2.08,,1.56,

,,308-3,,,下封层,,m2,528945,2396121,4.53,,3.3975,

,,308-4,,,防水粘结层（改性乳化沥青）,,m2,96634.6,213562,2.21,,1.6575,

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,,,,,,,,,,,第6页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,308-5,,,抛丸处理,,m2,55094.6,653973,11.87,,8.9025,

,,309-2,,,中粒式沥青混凝土,,,,41784470,,,,

,,,-a,,厚60mm桥面、隧道路面铺装（AC-20C）,,m2,96634.6,5828999,60.32,,45.24,

,,,-b,,厚70mm（AC-20C）,,m2,509573,35955471,70.56,,52.92,

,,311-1,,,细粒式改性沥青混合料路面（玄武岩）,,,,37289312,,,,

,,,-a,,厚40mm桥面、隧道路面铺装（AC-13C）,,m2,96634.6,4954456,51.27,,38.4525,

,,,-b,,厚50mm（AC-13C）,,m2,511142.2,32334856,63.26,,47.445,

,,312-1,,,水泥混凝土面板,,,,2424943,,,,

,,,-a,,厚180mm（改路及平面交叉路面）,,m2,6973,651766,93.47,,70.1025,

,,,-b,,厚200mm（改路及平面交叉路面）,,m2,15209,1564854,102.89,,77.1675,

,,,-c,,厚200mm（隧道混凝土人行横道路面）,,m2,470,53533,113.90,,85.425,

,,,-d,,厚220mm（隧道汽车通道混凝土路面）,,m2,1359,154790,113.90,,85.425,

,,312-3,,,泥结碎石路面,,,,148698,,,,

,,,-a,,厚150mm,,m2,4914,148698,30.26,,22.695,

,,313-1,,,培土路肩,,,,1611476,,,,

,,,-a,,培土,,m3,13308.2,606455,45.57,,34.1775,

,,,-b,,级配碎石,,m3,6539.7,1005021,153.68,,115.26,

,,313-2,,,中央分隔带回填土,,,,1383747,,,,

,,,-a,,回填耕植土,,m3,13198.1,421943,31.97,,23.9775,

,,,-b,,防渗土工布,,m2,97546,961804,9.86,,7.395,

,,313-3,,,现浇混凝土加固土路肩（厚80mm）,,m,53430,2125445,39.78,,29.835,

,,313-5,,,C30混凝土预制块路缘石,,m,38740.458,1869227,48.25,,36.1875,

,,313-6,,,C30混凝土平石,,m,979.17,42143,43.04,,32.28,

,,313-7,,,人行道砖,,m2,1141,41772,36.61,,27.4575,

,,314-1,,,排水管,,,,394261,,,,

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,,,,,,,,,,,第7页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-c,,D30cm钢筋混凝土管,,m,3618.4,394261,108.96,,81.72,

,,314-2,,,纵向排水槽,,m,9483,2026043,213.65,,160.2375,

,,314-3,,,C25混凝土集水井,,座,224,525141,2344.38,,1758.285,

,,314-4,,,中央分隔带渗沟,,,,1165512,,,,

,,,-a,,D10cmHDPE双壁波纹管,,m,18746,550570,29.37,,22.0275,

,,,-b,,D20cmHDPE双壁波纹管,,m,8146,614942,75.49,,56.6175,

,,314-7,,,C25现浇混凝土（急流槽、消力槽、洞口压顶、沉淀池等）,,m3,203.937,201151,986.34,,739.755,

,,314-8,,,砖砌井,,,,401519,,,,

,,,-a,,Φ1000砖砌雨水井,,座,8,17216,2152.00,,1614,

,,,-b,,砖砌雨水口,,座,13,11230,863.85,,647.8875,

,,,-c,,电缆井,,座,319,373074,1169.51,,877.1325,

,,314-9,,,Φ10镀锌钢管,,m,7099,871189,122.72,,92.04,

,,,,,第400章桥梁、涵洞,,,,160854178,,27.64,,

,,403-1,,,基础钢筋（包括灌注桩、承台、桩间系梁、沉桩、沉井等）,,,,8263585,,,,

,,,-a,,光圆钢筋（HPB300）,,kg,260074.26,1123521,4.32,,3.24,

,,,-b,,带肋钢筋（HRB400）,,kg,1704072.68,7140065,4.19,,3.1425,

,,403-2,,,下部结构钢筋,,,,7621849,,,,

,,,-a,,光圆钢筋（HPB300）,,kg,83584.28,374458,4.48,,3.36,

,,,-b,,带肋钢筋（HRB400）,,kg,1689368.74,7247392,4.29,,3.2175,

,,403-3,,,上部结构钢筋,,,,35383753,,,,

,,,-a,,光圆钢筋（HPB300）,,kg,1355543.8,6127058,4.52,,3.39,

,,,-b,,带肋钢筋（HRB400）,,kg,5664308.48,24809671,4.38,,3.285,

,,,-c,,D10冷轧带肋钢筋焊接网,,kg,656872,4447023,6.77,,5.0775,

,,403-4,,,附属结构钢筋,,,,6408454,,,,

,,,-a,,光圆钢筋（HPB300）,,kg,92430.635,432575,4.68,,3.51,

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,,,,,,,,,,,第8页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-b,,带肋钢筋（HRB400）,,kg,1330930.6,5975878,4.49,,3.3675,

,,404-1,,,基础挖方,,m3,1889,122993,65.11,,48.8325,

,,405-1,,,钻孔灌注桩(Φ…m),,,,31094319,,,,

,,,-a,,Φ1.0m,,m,1829.951,1804917,986.32,,739.74,

,,,-b,,Φ1.2m,,m,10735.261,12864815,1198.37,,898.7775,

,,,-c,,Φ1.5m,,m,8874.53,14672172,1653.29,,1239.9675,

,,,-d,,Φ1.6m,,m,135.6,273418,2016.36,,1512.27,

,,,-e,,Φ1.8m,,m,613.6,1478997,2410.36,,1807.77,

,,405-4,,,声测管,,,,1647223,,,,

,,,-a,,SPP54*3-Q高强钢塑声测管,,m,67316.01,1647223,24.47,,18.3525,

,,410-1,,,混凝土基础（包括支撑梁，桩基承台、桩间系梁但不包括桩基）,,,,1465608,,,,

,,,-a,,C25混凝土,,m3,2804.27,1244395,443.75,,332.8125,

,,,-b,,C30混凝土,,m3,447.8,221213,494.00,,370.5,

,,410-2,,,混凝土下部结构（台帽、盖梁、耳背墙、墩柱、墩间系梁、台身、侧墙、垫石、挡块）,,,,7975101,,,,

,,,-a,,C25混凝土,,m3,1522.21,918167,603.18,,452.385,

,,,-b,,C30混凝土,,m3,10637.13,7009550,658.97,,494.2275,

,,,-c,,C50混凝土,,m3,64.22,47385,737.85,,553.3875,

,,410-5,,,上部结构现浇整体化混凝土(横隔板、绞缝、拼接缝、纵横向湿接头、墩顶连续）,,,,5267043,,,,

,,,-a,,C50混凝土,,m3,4848.34,5267043,1086.36,,814.77,

,,410-6,,,现浇混凝土附属结构,,,,4925753,,,,

,,,-a,,C30混凝土,,m3,6028.04,4925753,817.14,,612.855,

,,411-5,,,后张法预应力钢绞线,,,,10398986,,,,

,,,-a,,φs15.2高强低松驰钢绞线,,kg,1018509.923,10398986,10.21,,7.6575,

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,编制：,,,,,,,,复核：,,,,

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,总预算表,,,,,,,,,,,,

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,,,,,,,,,,,第9页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,411-7,,,现浇预应力混凝土上部结构,,,,3549578,,,,

,,,-a,,C50混凝土（支架现浇）,,m3,2101.2,3549578,1689.31,,1266.9825,

,,411-8,,,预制预应力混凝土上部结构,,,,16679959,,,,

,,,-a,,C50混凝土（空心板）,,m3,5097.9,4606259,903.56,,677.67,

,,,-b,,C50混凝土（小箱梁）,,m3,1649.2,2037867,1235.67,,926.7525,

,,,-c,,C50混凝土（T梁）,,m3,8320,10035834,1206.23,,904.6725,

,,413-5,,,桥梁锥坡,,,,471604,,,,

,,,-a,,M7.5浆砌片石锥坡,,m3,1321.5,471604,356.87,,267.6525,

,,415-2,,,"水泥混凝土桥面铺装(C50,厚10cm)",,m2,55094.6,3112294,56.49,,42.3675,

,,415-4,,,桥面排水,,,,100525,,,,

,,,-a,,泄水管,,套,1054,39441,37.42,,28.065,

,,,-b,,DN160UPVC管,,m,3102.3,61084,19.69,,14.7675,

,,415-5,,,防抛网,,m,324,63753,196.77,,147.5775,

,,416-1,,,矩形板式橡胶支座,,,,245604,,,,

,,,-a,,GJZ200×200×35,,个,54,8749,162.02,,121.515,

,,,-b,,GJZ200×250×42,,个,576,139980,243.02,,182.265,

,,,-d,,GJZF4150×200×37,,个,288,61186,212.45,,159.3375,

,,,-e,,GJZF4200×200×37,,个,126,35691,283.26,,212.445,

,,416-2,,,圆形板式橡胶支座,,,,732183,,,,

,,,-a,,GYZ200×41,,个,24,3576,149.00,,111.75,

,,,-b,,GYZ250×41,,个,306,71234,232.79,,174.5925,

,,,-c,,GYZ300×52,,个,792,336719,425.15,,318.8625,

,,,-d,,GYZ350×63,,个,96,67304,701.08,,525.81,

,,,-e,,GYZF4200×37,,个,168,37356,222.36,,166.77,

,,,-f,,GYZF4250×43,,个,414,167165,403.78,,302.835,

,编制：,,,,,,,,复核：,,,,

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,总预算表,,,,,,,,,,,,

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,,,,,,,,,,,第10页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-g,,GYZF4250×65,,个,80,48830,610.38,,457.785,

,,416-4,,,盆式支座,,,,2649841,,,,

,,,-a,,GPZ(2009)1.5GD,,个,2,3422,1711.00,,1283.25,

,,,-b,,GPZ(2009)1.5DX,,个,109,254811,2337.72,,1753.29,

,,,-c,,GPZ(2009)1.5SX,,个,159,311893,1961.59,,1471.1925,

,,,-d,,GPZ(2009)2.0GD,,个,4,9484,2371.00,,1778.25,

,,,-e,,GPZ(2009)2.0DX,,个,18,56220,3123.33,,2342.4975,

,,,-f,,GPZ(2009)2.0SX,,个,18,47193,2621.83,,1966.3725,

,,,-g,,GPZ(2009)2.5GD,,个,52,154947,2979.75,,2234.8125,

,,,-h,,GPZ(2009)2.5DX,,个,190,732904,3857.39,,2893.0425,

,,,-i,,GPZ(2009)2.5SX,,个,168,553258,3293.20,,2469.9,

,,,-j,,GPZ(2009)3.0GD,,个,4,17255,4313.75,,3235.3125,

,,,-k,,GPZ(2009)3.0DX,,个,12,59287,4940.58,,3705.435,

,,,-l,,GPZ(2009)3.0SX,,个,9,41080,4564.44,,3423.33,

,,,-q,,GPZ(2009)5.0SX,,个,8,67077,8384.63,,6288.4725,

,,,-r,,GPZ(2009)10.0SX,,个,4,183991,45997.75,,34498.3125,

,,,-s,,GPZ(2009)17.0GD,,个,2,157019,78509.50,,58882.125,

,,417-2,,,模数式伸缩装置,,,,2426544,,,,

,,,-a,,60型伸缩缝,,m,938.1,1063186,1133.34,,850.005,

,,,-b,,80型伸缩缝,,m,136.5,198729,1455.89,,1091.9175,

,,,-c,,160型伸缩缝,,m,313.6,1164629,3713.74,,2785.305,

,,419-1,,,单孔钢筋混凝土圆管涵,,,,2023152,,,,

,,,-a,,1-φ0.6m,,m,20,21362,1068.10,,801.075,

,,,-b,,1-φ1.0m,,m,116.5,164463,1411.70,,1058.775,

,,,-c,,1-φ1.2m,,m,313.43,541187,1726.66,,1294.995,

,编制：,,,,,,,,复核：,,,,

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,总预算表,,,,,,,,,,,,

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,,,,,,,,,,,第11页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-d,,1-φ1.5m,,m,575.28,1296140,2253.06,,1689.795,

,,420-1,,,钢筋混凝土盖板涵,,,,1183044,,,,

,,,-a,,1-2.0×1.5,,m,9,54898,6099.78,,4574.835,

,,,-b,,1-2.0×2.0,,m,130.27,579970,4452.06,,3339.045,

,,,-e,,1-3.0×3.0,,m,47.96,399236,8324.35,,6243.2625,

,,,-f,,1-4.0×2.0,,m,15,148940,9929.33,,7446.9975,

,,420-2,,,钢筋混凝土箱涵,,,,3608569,,,,

,,,-c,,1-4.0×3.0,,m,32.81,429720,13097.23,,9822.9225,

,,,-e,,1-6.0×3.0,,m,36.3,822749,22665.26,,16998.945,

,,,-f,,1-6.0×3.5,,m,25.5,592557,23237.53,,17428.1475,

,,,-g,,1-6.0×3.7,,m,82.95,1763543,21260.31,,15945.2325,

,,420-3,,,钢筋混凝土盖板通道涵,,,,3432862,,,,

,,,-b,,1-4.0×2.5,,m,32.43,561166,17303.92,,12977.94,

,,,-c,,1-4.0×3.0,,m,125.09,2871696,22957.04,,17217.78,

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

,,,,,第500章隧道,,,,36009054,,6.19,,

,,502-1,,,洞口、明洞开挖,,,,284708,,,,

,,,-a,,挖运土石方,,m3,10900,284708,26.12,,19.59,

,,502-2,,,防水与排水,,,,70960,,,,

,,,-a,,M7.5浆砌片石截水沟,,m3,178,68875,386.94,,290.205,

,,,-c,,洞门引水管Φ300混凝土管,,m,17,2085,122.65,,91.9875,

,,502-3,,,洞口坡面防护,,,,126165,,,,

,,,-b,,C20喷射混凝土,,m3,96,72305,753.18,,564.885,

,,,-c,,洞背绿化植草,,m2,1440,13104,9.10,,6.825,

,,,-d,,Φ22锚杆,,m,855,26702,31.23,,23.4225,

,编制：,,,,,,,,复核：,,,,

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,总预算表,,,,,,,,,,,,

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,,,,,,,,,,,第12页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-e,,E6钢筋焊接网,,kg,2745,14054,5.12,,3.84,

,,502-4,,,洞门建筑,,,,604224,,,,

,,,-a,,C20混凝土墙身（含帽石）,,m3,486,283012,582.33,,436.7475,

,,,-b,,粗面花岗岩砌块(60*30*25cm),,m3,120,321211,2676.76,,2007.57,

,,502-5,,,明洞衬砌,,,,1163579,,,,

,,,-a,,C30自防水混凝土(P8),,m3,1035,605040,584.58,,438.435,

,,,-b,,光圆钢筋（HPB300）,,kg,25709,120318,4.68,,3.51,

,,,-c,,带肋钢筋（HRB400）,,kg,58487,255003,4.36,,3.27,

,,,-d,,C10混凝土调平层,,m3,61,23605,386.97,,290.2275,

,,,-e,,C15片石混凝土仰拱填充,,m3,422,159613,378.23,,283.6725,

,,502-7,,,明洞回填,,,,525128,,,,

,,,-a,,回填土石方,,m3,2435,112229,46.09,,34.5675,

,,,-b,,墙背填充（M7.5浆砌片石）,,m3,1157,412899,356.87,,267.6525,

,,503-1,,,洞身开挖,,,,8596624,,,,

,,,-b,,石方,,m3,61295,8596624,140.25,,105.1875,

,,503-2,,,超前支护,,,,2040479,,,,

,,,-a,,砂浆锚杆（22螺纹钢筋）,,m,4246.649,127909,30.12,,22.59,

,,,-c,,管棚,,,,1617712,,,,

,,,,-c-1,108×6mm钢管,,m,2367.52,658928,278.32,,208.74,

,,,,-c-2,150×6mm钢管,,m,2295.114,958784,417.75,,313.3125,

,,,-d,,超前小导管（42×4）,,m,5174.76,294858,56.98,,42.735,

,,503-3,,,喷锚支护,,,,7064644,,,,

,,,-b,,C20喷射混凝土,,m3,3464,2660941,768.17,,576.1275,

,,,-c,,注浆锚杆,,,,1476726,,,,

,,,,-c-1,Φ25×5mm先锚后灌式中空注浆锚杆,,m,29411,1476726,50.21,,37.6575,

,编制：,,,,,,,,复核：,,,,

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,总预算表,,,,,,,,,,,,

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,,,,,,,,,,,第13页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,-e,,钢筋网（E6定型钢筋焊接网）,,kg,64402,362583,5.63,,4.2225,

,,,-f,,型钢拱架,,kg,360073,2164039,6.01,,4.5075,

,,,-g,,钢筋格栅拱架,,kg,54396.04,400355,7.36,,5.52,

,,504-1,,,洞身衬砌,,,,8018115,,,,

,,,-b,,C30防水混凝土(P8),,m3,10028,6153582,613.64,,460.23,

,,,-d,,光圆钢筋（HPB300）,,kg,118201,553181,4.68,,3.51,

,,,-e,,带肋钢筋（HRB400）,,kg,300769,1311353,4.36,,3.27,

,,504-2,,,仰拱、铺底混凝土,,,,943318,,,,

,,,-a,,C15片石混凝土仰拱填充,,m3,3074,943318,306.87,,230.1525,

,,504-3,,,边沟、电缆沟,,,,958033,,,,

,,,-a,,C30钢筋混凝土电缆沟、路缘石,,m3,709,804119,1134.16,,850.62,

,,,-b,,C30预制钢筋混凝土盖板,,m3,130.096,153914,1183.08,,887.31,

,,504-4,,,洞室门,,,,101563,,,,

,,,-a,,行人横洞卷帘门,,个,2,101563,50781.50,,38086.125,

,,504-5,,,洞内路面,,,,1297462,,,,

,,,-a,,C40混凝土底板厚240mm（混凝土弯拉强度5MPa）,,m2,5713.75,739474,129.42,,97.065,

,,,-d,,混凝土垫层,,,,256923,,,,

,,,,-d-2,C20混凝土垫层厚150mm,,m2,3033.333,256923,84.70,,63.525,

,,,-e,,D8冷轧带肋钢筋焊接网,,kg,44470.5,301065,6.77,,5.0775,

,,505-1,,,防水与排水,,,,1870953,,,,

,,,-a,,防水层,,,,545635,,,,

,,,,-a-1,SBS改性沥青防水卷材（2.5mm）,,m2,1105,57327,51.88,,38.91,

,,,,-a-2,隧道专用防水卷材（1.2mm）,,m2,15443,488308,31.62,,23.715,

,,,-b,,土工布（400g/m2）,,m2,15443,195045,12.63,,9.4725,

,,,-c,,止水带,,,,126904,,,,

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,总预算表,,,,,,,,,,,,

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,,,,,,,,,,,第14页,共15页,01表

,项,目,节,细目,工程或费用名称,,单位,数量,预算金额（元）,技术经济指标,各项费用比例(%),备注,

,,,,-c-1,中埋式橡胶止水带（270×6mm）,,m,239,31230,130.67,,98.0025,

,,,,-c-2,背贴式塑料止水带（300×4mm）,,m,1670,95674,57.29,,42.9675,

,,,-d,,带注浆管遇水膨胀橡胶止水条（30×14mm）,,m,1431,96049,67.12,,50.34,

,,,-h,,排水管,,,,120939,,,,

,,,,-h-1,50mmHDPE波纹