新《施工组织设计》标表4-5表4-6工程量清单表.xls

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1、第1页 共19页表表4-54-5工工程程量量清清单单投投标标报报价价汇汇总总表表工工程程量量清清单单投投标标报报价价汇汇总总表表标段:站前第2标章号节号名 称金额（元）第一章1拆迁工程60071463第二章路基3780881762区间路基土石方1107820493站场土石方129865354路基附属工程254319592第三章桥涵4624676915特大桥2310911786大桥1191629757中桥698502798小桥20700199涵洞40293240第四章隧道及明洞74484602610隧道74484602611明洞第五章轨道12正线13站线14线路有关工程第六章通信、信号及信息15

2、通信16信号17信息第七章电力及电力牵引供电574106318电力19电力牵引供电5741063第八章20房屋第九章其他运营生产设备及建筑物9161821给排水第2页 共19页22机务23车辆24动车25站场9161826工务27其他建筑及设备第十章28大型临时设施和过渡工程12198620第十一章29其他费24801572安全生产费24341887第一章第十一章清单合计 A1688306229激励约束考核费B设备费C总承包风险费D41039882投标报价总额(A+B+C+D)1729346111包含在投标报价总额中甲供材料设备费22369074表表4-54-5工工程程量量清清单单投投标标报报

3、价价汇汇总总表表工工程程量量清清单单投投标标报报价价汇汇总总表表标段:站前第2标章号节号名 称金额（元）第3页 共 17 页表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第一章 拆迁工程编 码节号名 称计量单位工程数量金额(元)综合单价合价01011拆迁及征地费用正线公里93.14644958.80600714630101J.建筑工程费正线公里93.14207851.51193592900101J01一、改移道路公里5.58752551.0841992350101J01011.土石方立方米11598714.6416980500101J01022.附属圬工圬工方4409105

4、.814665160101J01033.路面平方米2451476.8818846360101J01044.防撞墩个181525.45951060101J01056.公路涵座69154.50549270101J02二、砍伐、挖根元3539320101J03三、管道迁改元25779910101J03011、给水工程公里8.53302226.3825779910101J04四、跨线公路桥（3座）延长米149.123577.4435153960101J04011.跨线公路桥顶面平方米1565.552245.4735153960101J05五、人行天桥（16座）延长米957.667733.3674059

5、300101J0501(1)新建（15座）平方米3583.61937.4169429020101J0502(2)改建（1座）平方米179.042586.174630280101J06六、渡槽（2座）横延米218.725974.7913068060101J0601(1)新建横延米218.725974.7913068060101Q.其他费正线公里93.14437107.29407121730101Q011.通讯线路处33551548.00172685800101Q022.电力线路处23095823.00220392900101Q033.接触网线路元11823030101Q0301(1).拆除处27

6、92654.007404660101Q0302(2).改建个3313389.004418370101Q044.油气管道迁改处1218500.00222000第一章合计 60071463 元第 5 页 共 17 页表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第二章 路 基编 码节号名 称计量单位工程数量金额(元)综合单价合价02022区间路基土石方施工立方米509344621.751107820490202J.建筑工程费断面立方米617555117.941107820490202J01一、土方立方米9535846.7864626050202J0101(一)挖土方立方米953

7、5846.6363222620202J0102(二)利用土填方立方米314674.461403430202J02二、石方立方米392437423.42919094900202J0201(一)挖石方立方米371651722.57838817890202J0202(二)利用石填方立方米10506394.648329390202J0203(三)借石填方立方米20785715.3731947620202J03五、级配碎石立方米21548857.59124099540202J0301(一)基床表层立方米21548857.591240995402033站场土石方施工方断面方64483020.1412986

8、5350203J.建筑工程费施工立方米断面方64483020.14129865350203J01一、土方立方米769458.916857330203J0101(一)挖土方立方米716248.386002090203J0102(二)利用土填方立方米47284.46210870203J0103(三)借土填方立方米532112.11644370203J02二、石方立方米56711221.61122562850203J0201(一)挖石方立方米56711220.87118356270203J0202(二)利用石填方立方米941074.474206580203J03五、级配碎石立方米77357.5944

9、5170203J0301(一)基床表层立方米77357.594451702044路基附属工程正线公里93.142730508.832543195920204J.建筑工程费元2543195920204J01路基附属断面立方米1203541820.932519436710204J0101一、附属土石方断面立方米120354181.18142569250204J0101011.土方立方米67098.66.134113140204J0101022.石方立方米9464.526.742530810204J0101033.浆砌石圬工方43538.8105.8946103240204J0101044.混凝土圬

10、工方18766.1478.6489822060204J0102二、加固防护断面立方米1203541811.301359499300204J010201(一)基床加固元16753523第 5 页 共 17 页0204J010201011.土工布平方米305284.316.2949730810204J010201023.干砌石立方米11204.449.55546180204J010201034.混凝土圬工方23946.2215.1851527430204J010201046.中粗砂立方米26372.630.738104300204J010201057.水泥砂浆平方米17943.7164.58295

11、31740204J010201069.透水软管米40046.429.511813690204J0102010710.砂卵石立方米41921.526.9111281080204J010202(二)地基加固元206161570204J010202012.垫层立方米64026.426.7517127060204J0102020101(6)填砂夹卵(砾)石立方米64026.426.7517127060204J010202023.土工格栅平方米126109.47.599571700204J010202035.干砌石立方米660749.53270470204J010202047.碎石桩米233454.01

12、1260590204J0102020510.水泥搅拌桩米47926835.77171434160204J0102020616.强夯平方米5215.129.21522810204J0102020718.翻挖碾压立方米243208.121974780204J010203(三)坡面防护元506412090204J010203011.喷混植生平方米120046.1577.2192687630204J010203022.土工格栅平方米487569.17.5937006490204J010203033.锚杆框架梁圬工方12693.12619.32332472910204J010203044.浆砌石圬工方3

13、6158.2114.8841538540204J0102030513.竹木挡板米1004.5269.442706520204J010204(四)片石防护元181824680204J010204011.土方立方米23444.7856.7913314290204J010204022.石方立方米4844129.3514217430204J010204033.浆砌石圬工方6788101.66896610204J010204044.混凝土圬工方62552.9215.18134601330204J010204055.植草平方米274695.31.223351280204J010204066.栽植灌木株10

14、5990.48.919443740204J010205(七)路基弃方防护圬工方45001136.9661633370204J010206(九)地下排水米90109.3798430204J010207(十)拆除工程立方米7510129.882244018表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第二章 路 基编 码节号名 称计量单位工程数量金额(元)综合单价合价第 5 页 共 17 页0204J010208(十一)线路防护栅栏单侧公里86.91147795.11128448730204J010208011.拆除防护栅栏单侧公里34.465364.341848550204J

15、010208022.新建防护栅栏单侧公里86.91145668.14126600180204J010209(十二)降噪工程平方米3639.75515.9918780920204J010209011.路基声屏障平方米494.261151.15689430204J010209022.桥梁声屏障平方米270.491225.933316020204J010209033.隔声窗平方米2875298.828591080204J010209044.振动措施工程费元1184390204J010210(十四)路基护轮轨单侧公里1.22391049.184770800204J010211(十五)绿色通道费用正线公

16、里95.2764441.3861393300204J0103三、支挡结构元1017368160204J010301(一)挡土墙片石混凝土圬工方176602.08378.82669004000204J010302(七)桩板挡土墙圬工方7820.12719.2256243870204J010303(十)土钉米3069.44176.25408350204J010304(十一)抗滑桩圬工方55380.8517.71286711940204J02站场附属断面立方米7430033.2023759210204J0201一、附属土石方断面立方米7430030.191398630204J0201011.土方立方

17、米25895.31137480204J0201023.浆砌石圬工方1191105.891261150204J0202二、加固防护断面立方米7430033.0122360580204J020201(一)基床加固元704680204J020201011.土工布平方米239216.29389660204J020201023.干砌石立方米13059.7477660204J020201035.渗水土立方米39623.6293540204J020201047.中粗砂立方米46830.73143820204J020202(二)地基加固元2200490204J020202013.土工格栅平方米289927.5

18、92200490204J020203(四)片石防护元4756050204J020203011.土方立方米21638.1282340204J020203023.浆砌石圬工方3432101.63486910204J020203034.混凝土圬工方139200.33278460204J020203045.液压喷播植草平方米117235.0258849表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第二章 路 基编 码节号名 称计量单位工程数量金额(元)综合单价合价第 5 页 共 17 页0204J020203056.栽植灌木株41817.65319850204J020204(六)改

19、河改沟圬工方122069.01841920204J020205(七)路基弃方防护圬工方11485114.8813193970204J020206(十)拆除工程立方米125852.7466347第二章合计 378088176 元表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第二章 路 基编 码节号名 称计量单位工程数量金额(元)综合单价合价第 10 页 共 17 页表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第三章 桥 涵编 码节号名 称计量单位工程数量金额(元)综合单价合价03055特大桥(10座）延长米9930.0523271.90231091178

20、030501一、复杂特大桥(3座）延长米3053.8752069.4815901341603050101(一)薛家坝涪江特大桥延长米1039.4687893.889136217103050101J.建筑工程费延长米1039.4687893.889136217103050101J011.基础圬工方17015.41192.992029924703050101J0101(1)明挖圬工方47.4300.681425203050101J0102(2)承台圬工方9154.7424.20388342803050101J010201混凝土圬工方9154.7371.69340271003050101J01020

21、2钢筋吨125.223838.9948071803050101J0103(5)钻孔桩米圬工方4503.57813.3 3641.962099.191640156703050101J022.墩台圬工方13085.2594.80778312503050101J0201(1)混凝土圬工方13085.2386.14505271903050101J0202(2)钢筋吨604.464517.1273040603050101J033.预应力混凝土简支箱梁孔101388822.401388822403050101J0301(4)造桥机(64m)孔101388822.41388822403050101J046.

22、预应力混凝土连续梁延长米264119326.503150219503050101J0401(1)68+128+68连续刚构圬工方4136.67615.483150219503050101J0515.桥面系延长米1039.462058.62213985303050101J0616.附属工程延长米1039.462051.16213209903050101J0717.基础施工辅助设施元1295010703050101J0701(1).围堰立方米212854.7410089103050101J0702(2).钢板桩围堰吨564.914857.55839303003050101J0703(3).辅助设施

23、延长米1039.464287.02445618603050101J0819.造桥机运输及拼装场地元66732103050102(二)穿井坝涪江特大桥延长米1028.8561523.856329881503050102J.建筑工程费延长米1028.8561523.856329881503050102J011.基础圬工方9745.81346.411312182603050102J0101(1)明挖圬工方547.3325.3517806403050102J0102(2)承台圬工方5116.8535.39273949203050102J010201混凝土圬工方5116.8414.45212065803

24、050102J010202钢筋吨162.253814.08618834第 10 页 共 17 页03050102J0103(5)钻孔桩米圬工方2823.54081.73614.0525001020427003050102J022.墩台圬工方8446525.69444001803050102J0201(1)混凝土圬工方8446363.05306632003050102J0202(2)钢筋吨304.974504.37137369803050102J016.预应力混凝土连续梁延长米2643150219503050102J0101(1)68+128+68连续刚构圬工方4136.67615.483150

25、219503050102J0115.桥面系延长米1028.852037.61209639503050102J0116.附属工程延长米1028.85271.5427937403050102J0117.基础施工辅助设施元1185900703050102J0101(1).围堰立方米162547.117655403050102J0102(2).钢板桩围堰吨106.569384.69738946903050102J0103(3).辅助设施延长米1028.854269.8439298403050103(三)明月坝三线特大桥(部分新建）延长米985.564416.20435243003050103J.建筑工

26、程费延长米985.564416.20435243003050103J011.基础圬工方1054.7516.9754524303050103J0101(1)明挖圬工方39323.331261003050103J0102(2)承台圬工方487.6425.4420744503050103J010201混凝土圬工方487.6350.5817094303050103J010202钢筋吨9.573814.213650203050103J0103(4)挖孔桩圬工方528.1615.7732518803050103J022.墩台圬工方897.3364.6532720403050103J0201(1)混凝土圬工

27、方897.3341.0130598803050103J0202(2)钢筋吨5.294010.592121603050103J033.桥面系延长米985.562255.69222311803050103J044.附属工程延长米985.561275.281256865030502二、一般特大桥(7座）延长米6876.1810482.2472077762030502J.建筑工程费延长米6876.1810482.2472077762030502J01A、单线特大桥(6座）延长米6065.5811878.9672052808030502J0101(一)基础圬工方83201.71360.562999898

28、3030502J0101011.明挖圬工方7816332.172596241030502J0101022.承台圬工方21261.7505.2610742611表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第三章 桥 涵编 码节号名 称计量单位工程数量金额(元)综合单价合价第 10 页 共 17 页030502J01010201(1)混凝土圬工方21261.7428.629113190030502J01010202(2)钢筋吨420.143878.281629421030502J0101034.挖孔桩圬工方6255.4642.144016843030502J0101045.钻

29、孔桩米圬工方3742.54949.143378.32554.6412643288030502J0102(二)墩台圬工方54841.8514.0928193844030502J0102011.混凝土圬工方54841.8378.4220753234030502J0102022.钢筋吨1606.544631.457440610030502J0103(十三)桥面系延长米6065.582092.4712692044030502J0104(十四)附属工程延长米6065.58114.89696874030502J0105(十五)基础施工辅助设施元471063030502J02(四)既有线预留架梁(1座）延长

30、米810.630.7824954030502J0201(二)墩台圬工方23.21075.6024954030502J0201011.混凝土圬工方23.2304.227058030502J0201022.钢筋吨4.563924.561789603066大桥(50座）延长米13003.019164.26119162975030601二、一般梁式大桥(50座）延长米13003.019164.2611916297503060101A、单线大桥(43座）延长米11427.889468.5910820589303060101J.建筑工程费延长米18717.615780.971082058930306010

31、1J01(一)基础圬工方73455.87726.185334196403060101J01011.明挖圬工方12106.5382.17462674103060101J01022.承台圬工方35243.8489.271724357203060101J010201(1)混凝土圬工方35243.8400.31410809303060101J010202(2)钢筋吨796.473936.72313547903060101J01034.挖孔桩圬工方19283.16725.811399591003060101J01045.钻孔桩米圬工方5787.87592.61 3019.412301.681747574

32、103060101J02(二)墩台圬工方65755.1419.892760969303060101J02011.混凝土圬工方67735349.062364357903060101J02022.钢筋吨944.814197.79396611403060101J03(十三)桥面系延长米11427.882088.642386872703060101J04(十四)附属工程延长米11427.88287.06328048703060101J05(十五)基础施工辅助设施元105022表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第三章 桥 涵编 码节号名 称计量单位工程数量金额(元)综合单

33、价合价第 10 页 共 17 页03060103B、既有线预留架梁(7座）延长米1575.136517.751026630303060103J.建筑工程费延长米1575.136517.751026630303060103J01(一)基础圬工方2601.3457.85119101103060103J01011.明挖圬工方1600.6363.5858194603060103J01022.承台圬工方507.5667.3033865303060103J010201(1)混凝土圬工方507.5589.8929936903060103J010202(2)钢筋吨10.33813.98392840306010

34、3J01034.挖孔桩圬工方493.2548.2827041203060103J02(二)墩台圬工方12130.9435.52528321403060103J02011.混凝土圬工方12130.9342.22415143703060103J02022.钢筋吨264.884272.79113177703060103J03(十三)桥面系延长米1575.131241.41195538203060103J04(十四)附属工程延长米1575.131166.06183669603060104C、综合接地个726695.0769077903077中桥(8座）延长米697.3100172.4969850279

35、0307J.建筑工程费延长米697.3100172.49698502790307J01一、梁式中桥(8座）延长米697.3100172.49698502790307J0101A、单线中桥(8座）延长米697.3100172.49698502790307J010101(一)基础圬工方5458.2923.7150417850307J010101011.明挖圬工方2737.3640.8217541170307J010101022.承台圬工方1466.91216.6117846410307J0101010201(1)混凝土圬工方1466.91080.7715853820307J0101010202(2

36、)钢筋吨51.443873.621992590307J010101034.挖孔桩圬工方969.3684.526635050307J010101045.钻孔桩米圬工方232284.73618.632948.88395220307J010102(二)墩台圬工方3603.3453.9216356110307J010102011.混凝土圬工方3603.3378.4313635970307J010102022.钢筋吨61.764404.372720140307J010103(十三)桥面系延长米697.390482.63630935380307J010104(十四)附属工程延长米697.342.36295

37、38表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第三章 桥 涵编 码节号名 称计量单位工程数量金额(元)综合单价合价第 10 页 共 17 页0307J010105(十五)基础施工辅助设施元4980703088小桥(1座）延长米18.8110107.3920700190308J.建筑工程费延长米18.8110107.3920700190308J01三、框架式桥(1座）顶面平方米191.7610794.8420700190308J0101(一)现浇顶面平方米191.7610794.84207001903099涵洞(126座）横延米2223.5918120.804029324

38、00309J.建筑工程费横延米2223.5918120.80402932400309JX甲、新建横延米1447.3720823.82301397700309JX01三、盖板箱涵(68座）横延米1431.3713400.79300875650309JX0101(一)单孔(65座）横延米1379.2613400.79284689220309JX0101011.涵身及附属横延米1379.2613400.79184831740309JX0101022.明挖基础(含承台)立方米24236.36363.3688065240309JX0101033.地基处理元11792240309JX01010301换填立

39、方米5348.230.221616230309JX01010302旋喷桩米17442.658.3410176010309JX0102(二)双孔(2座）横延米52.1121335.0416186430309JX0102011.涵身及附属横延米52.1121335.0411117690309JX0102022.明挖基础(含承台)立方米1649.36292.74827680309JX0102033.地基处理元241060309JX01020301换填立方米85028.36241060309JX02七、倒吸虹管(1座）横延米163262.81522050309JG乙、改建(58座）横延米776.221

40、3080.66101534700309JG01(三)盖板箱涵（56座）横延米758.229310.63100668480309JG01011.单孔（56座）横延米758.229310.63100668480309JG010101(1)涵身及附属横延米758.229310.6370595060309JG010102(2)明挖基础(含承台)圬工方12699199.2325300220309JG010103(3)地基处理元4773200309JG01010301换填立方米5371.214.74791710309JG01010302旋喷桩米12508.631.833981490309JG02(七)倒吸

41、虹管(2座)横延米184812.3386622第三章合计 462467691 元表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第三章 桥 涵编 码节号名 称计量单位工程数量金额(元)综合单价合价第 13 页 共 17 页表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第四章 隧道及明洞编 码节号名 称计量单位工程数量金额(元)综合单价合价041010隧道(35座)延长米2415530836.107448460260410X甲、新建延长米2415530836.107448460260410X01一、L4km的隧道(1座)延长米436529095.251270

42、007580410X0101(一)新荆竹岭隧道延长米436529095.251270007580410X0101J.建筑工程费延长米436529095.251270007580410X0101J011.正洞延长米433926759.801161107910410X0101J0101(2)级围岩延长米8515185.5412907710410X0101J0102(3)级围岩延长米89521233.64190041080410X0101J0103(4)级围岩延长米218021401.65466555970410X0101J0104(5)级围岩延长米117941696.62491603150410X

43、0101J022.明洞及棚洞延长米2622284.355793930410X0101J034.洞门延长米436595.644174690410X0101J046.弃碴工程延长米4365892.8538972900410X0101J059.泄水洞延长米26812236.4159958150410X02二、3kmL4km的隧道(1座)延长米座329329778.50980605890410X0201(三)新西山坪隧道延长米329329778.50980605890410X0201J.建筑工程费延长米329329778.50980605890410X0201J011.正洞延长米329328286.2

44、7931466950410X0201J0101(2)级围岩延长米30017772.5453317620410X0201J0102(3)级围岩延长米74024226.24179274180410X0201J0103(4)级围岩延长米143727732.56398516890410X0201J0104(5)级围岩延长米73540865.07300358260410X0201J024.洞门延长米329366.272182270410X0201J036.弃碴工程延长米3293814.6326825770410X0201J0411.采空区处理工程元20130900410X03四、1kmL2km的隧道(5

45、座)延长米668231004.312071708110410X0301(一)单线隧道(4座)延长米537430101.751617667810410X0301J.建筑工程费延长米537430101.751617667810410X0301J011.正洞延长米524927902.051464578470410X0301J0101(3)级围岩延长米145019692.34285538930410X0301J0102(4)级围岩延长米202020814.52420453300410X0301J0103(5)级围岩延长米177942641.1675858624第 13 页 共 17 页0410X030

46、1J022.明洞及棚洞延长米12521323.4926654360410X0301J034.洞门延长米5374724.4438931410410X0301J046.弃碴工程延长米52841656.0187503570410X0302(四)新松林堡隧道延长米130834712.56454040300410X0302J.建筑工程费延长米130834712.56454040300410X0302J011.正洞延长米130831084.40406583970410X0302J0101(2)级围岩延长米20017814.7535629500410X0302J0102(3)级围岩延长米20023920.1

47、947840380410X0302J0103(4)级围岩延长米32024756.0679219390410X0302J0104(5)级围岩延长米58841478.69243894700410X0302J023.辅助坑道延长米902317.062085350410X0302J0201(5)横向连接通道延长米902317.062085350410X0302J034.洞门延长米1308477.756248970410X0302J046.弃碴工程延长米1308842.4211018850410X0302J057.预加固工程延长米3551055.53747030410X0302J069.煤层采空区元24

48、356130410X04五、L1km的隧道(28座)延长米981531850.623126138680410X0401(一)单线隧道(26座)延长米932730190.662815882880410X0401J.建筑工程费延长米932730190.662815882880410X0401J011.正洞延长米886226685.182364840870410X0401J0101(3)级围岩延长米128319655.52252180320410X0401J0102(4)级围岩延长米503221249.81069289940410X0401J0103(5)级围岩延长米247742122.351043

49、370610410X0401J022.明洞及棚洞延长米28530446.0986771360410X0401J034.洞门延长米93272037.78190063740410X0401J046.弃碴工程延长米93271867.77174206910410X0402(四)新龙家湾隧道延长米35560884.62216140410410X0402J.建筑工程费延长米35560884.62216140410410X0402J011.正洞延长米35558181.80206545400410X0402J0101(4)级围岩延长米9041397.8337258050410X0402J0102(5)级围岩延

50、长米26563882.02169287350410X0402J024.洞门延长米3551051.06373126表4-6 工程量清单计价表工程量清单计价表标段:站前第2标 清单 第四章 隧道及明洞编 码节号名 称计量单位工程数量金额(元)综合单价合价第 13 页 共 17 页0410X0402J035.管棚支护延长米355521.221850330410X0402J046.弃碴工程延长米355262.84933080410X0402J057.预加固工程延长米355867.73080340410X0403(五)新谢家湾隧道延长米13370763.4594115390410X0403J.建筑工程费