遂渝二线工程量清单2标

1、表4-1 工程量清单表标段：站前2标工 程 量 清 单 表第1页共8页编 码节号名 称计量单位工程数量0101 第第一一章章 拆拆迁迁工工程程01011拆迁及征地费用正线公里93.140101J.建筑工程费正线公里93.140101J01一、改移道路公里5.580101J01011.土石方立方米1159870101J01022.附属圬工圬工方44090101J01033.路面平方米245140101J01044.防撞墩个1810101J01056.公路涵座60101J02二、砍伐、挖根元0101J03三、管道迁改元0101J03011、给水工程公里8.530101J04四、跨线公路桥（3座）延

2、长米149.10101J04011.跨线公路桥顶面平方米1565.550101J05五、人行天桥（16座）延长米957.660101J0501(1)新建（15座）平方米3583.60101J0502(2)改建（1座）平方米179.040101J06六、渡槽（2座）横延米218.720101J0601(1)新建横延米218.720101Q.其他费正线公里93.140101Q011.通讯线路处3350101Q022.电力线路处2300101Q033.接触网线路元0101Q0301(1).拆除处2790101Q0302(2).改建个330101Q044.油气管道迁改处120202 第第二二章章 路路

3、 基基02022区间路基土石方施工立方米50934460202J.建筑工程费断面立方米61755510202J01一、土方立方米9535840202J0101(一)挖土方立方米9535840202J0102(二)利用土填方立方米314670202J02二、石方立方米39243740202J0201(一)挖石方立方米37165170202J0202(二)利用石填方立方米10506390202J0203(三)借石填方立方米2078570202J03五、级配碎石立方米2154880202J0301(一)基床表层立方米21548802033站场土石方施工方6448300203J.建筑工程费断面方743

4、6650203J01一、土方立方米769450203J0101(一)挖土方立方米716240203J0102(二)利用土填方立方米47280203J0103(三)借土填方立方米53210203J02二、石方立方米5671120203J0201(一)挖石方立方米5671120203J0202(二)利用石填方立方米941070203J03五、级配碎石立方米7730203J0301(一)基床表层立方米77302044路基附属工程正线公里93.140204J.建筑工程费元0204J01路基附属断面立方米12035418表4-1 工程量清单表标段：站前2标工 程 量 清 单 表第2页共8页0204J01

5、01一、附属土石方断面立方米120354180204J0101011.土方立方米67098.60204J0101022.石方立方米9464.50204J0101033.浆砌石圬工方43538.80204J0101044.混凝土圬工方18766.10204J0102二、加固防护断面立方米120354180204J010201(一)基床加固元0204J010201011.土工布平方米305284.30204J010201023.干砌石立方米11204.40204J010201034.混凝土圬工方23946.20204J010201046.中粗砂立方米26372.60204J010201057.水泥

6、砂浆平方米17943.70204J010201069.透水软管米40046.40204J0102010710.砂卵石立方米41921.50204J010202(二)地基加固元0204J010202012.垫层立方米64026.40204J0102020101(6)填砂夹卵(砾)石立方米64026.40204J010202023.土工格栅平方米126109.40204J010202035.干砌石立方米66070204J010202047.碎石桩米23340204J0102020510.水泥搅拌桩米4792680204J0102020616.强夯平方米5215.10204J0102020718.翻

7、挖碾压立方米243200204J010203(三)坡面防护元0204J010203011.喷混植生平方米120046.150204J010203022.土工格栅平方米487569.10204J010203033.锚杆框架梁圬工方12693.10204J010203044.浆砌石圬工方36158.20204J0102030513.竹木挡板米1004.50204J010204(四)片石防护元0204J010204011.土方立方米23444.780204J010204022.石方立方米484410204J010204033.浆砌石圬工方67880204J010204044.混凝土圬工方62552.

8、90204J010204055.植草平方米274695.30204J010204066.栽植灌木株105990.40204J010205(七)路基弃方防护圬工方450010204J010206(九)地下排水米900204J010207(十)拆除工程立方米751010204J010208(十一)线路防护栅栏单侧公里86.910204J010208011.拆除防护栅栏单侧公里34.460204J010208022.新建防护栅栏单侧公里86.910204J010209(十二)降噪工程平方米3639.750204J010209011.路基声屏障平方米494.260204J010209022.桥梁声屏障

9、平方米270.490204J010209033.隔声窗平方米28750204J010209044.振动措施工程费元0204J010210(十四)路基护轮轨单侧公里1.220204J010211(十五)绿色通道费用正线公里95.270204J0103三、支挡结构元0204J010301(一)挡土墙片石混凝土圬工方176602.080204J010302(七)桩板挡土墙圬工方7820.120204J010303(十)土钉米3069.44表4-1 工程量清单表标段：站前2标工 程 量 清 单 表第3页共8页0204J010304(十一)抗滑桩圬工方55380.80204J02站场附属断面立方米743

10、0030204J0201一、附属土石方断面立方米7430030204J0201011.土方立方米25890204J0201023.浆砌石圬工方11910204J0202二、加固防护断面立方米7430030204J020201(一)基床加固元0204J020201011.土工布平方米23920204J020201023.干砌石立方米1300204J020201035.渗水土立方米3960204J020201047.中粗砂立方米4680204J020202(二)地基加固元0204J020202013.土工格栅平方米289920204J020203(四)片石防护元0204J020203011.土方立

11、方米2160204J020203023.浆砌石圬工方34320204J020203034.混凝土圬工方1390204J020203045.液压喷播植草平方米117230204J020203056.栽植灌木株41810204J020204(六)改河改沟圬工方12200204J020205(七)路基弃方防护圬工方114850204J020206(十)拆除工程立方米12580303 第第三三章章 桥桥 涵涵03055特大桥(10座）延长米9930.05030501一、复杂特大桥(3座）延长米3053.8703050101(一)薛家坝涪江特大桥延长米1039.4603050101J.建筑工程费延长米1

12、039.4603050101J011.基础圬工方17015.403050101J0101(1)明挖圬工方47.403050101J0102(2)承台圬工方9154.703050101J010201混凝土圬工方9154.703050101J010202钢筋吨125.2203050101J0103(5)钻孔桩米圬工方4503.57813.303050101J022.墩台圬工方13085.203050101J0201(1)混凝土圬工方13085.203050101J0202(2)钢筋吨604.4603050101J033.预应力混凝土简支箱梁孔1003050101J0301(4)造桥机(64m)孔1

13、003050101J046.预应力混凝土连续梁延长米26403050101J0401(1)68+128+68连续刚构圬工方4136.603050101J0515.桥面系延长米1039.4603050101J0616.附属工程延长米1039.4603050101J0717.基础施工辅助设施元03050101J0701(1).围堰立方米2128503050101J0702(2).钢板桩围堰吨564.903050101J0703(3).辅助设施延长米1039.4603050101J0819.造桥机运输及拼装场地元03050102(二)穿井坝涪江特大桥延长米1028.8503050102J.建筑工程费

14、延长米1028.8503050102J011.基础圬工方9745.803050102J0101(1)明挖圬工方547.303050102J0102(2)承台圬工方5116.803050102J010201混凝土圬工方5116.8表4-1 工程量清单表标段：站前2标工 程 量 清 单 表第4页共8页03050102J010202钢筋吨162.2503050102J0103(5)钻孔桩米圬工方2823.54081.703050102J022.墩台圬工方844603050102J0201(1)混凝土圬工方844603050102J0202(2)钢筋吨304.9703050102J016.预应力混凝土

15、连续梁延长米26403050102J0101(1)68+128+68连续刚构圬工方4136.603050102J0115.桥面系延长米1028.8503050102J0116.附属工程延长米1028.8503050102J0117.基础施工辅助设施元03050102J0101(1).围堰立方米162503050102J0102(2).钢板桩围堰吨106.503050102J0103(3).辅助设施延长米1028.8503050103(三)明月坝三线特大桥(部分新建）延长米985.5603050103J.建筑工程费延长米985.5603050103J011.基础圬工方1054.703050103

16、J0101(1)明挖圬工方3903050103J0102(2)承台圬工方487.603050103J010201混凝土圬工方487.603050103J010202钢筋吨9.5703050103J0103(4)挖孔桩圬工方528.103050103J022.墩台圬工方897.303050103J0201(1)混凝土圬工方897.303050103J0202(2)钢筋吨5.2903050103J033.桥面系延长米985.5603050103J044.附属工程延长米985.56030502二、一般特大桥(7座）延长米6876.18030502J.建筑工程费延长米6876.18030502J01A

17、、单线特大桥(6座）延长米6065.58030502J0101(一)基础圬工方83201.71030502J0101011.明挖圬工方7816030502J0101022.承台圬工方21261.7030502J01010201(1)混凝土圬工方21261.7030502J01010202(2)钢筋吨420.14030502J0101034.挖孔桩圬工方6255.4030502J0101045.钻孔桩米圬工方3742.54949.14030502J0102(二)墩台圬工方54841.8030502J0102011.混凝土圬工方54841.8030502J0102022.钢筋吨1606.54030

18、502J0103(十三)桥面系延长米6065.58030502J0104(十四)附属工程延长米6065.58030502J0105(十五)基础施工辅助设施元030502J02(四)既有线预留架梁(1座）延长米810.6030502J0201(二)墩台圬工方23.2030502J0201011.混凝土圬工方23.2030502J0201022.钢筋吨4.5603066大桥(50座）延长米13003.01030601二、一般梁式大桥(50座）延长米13003.0103060101A、单线大桥(43座）延长米11427.8803060101J.建筑工程费延长米18717.6103060101J01(

19、一)基础圬工方73455.8703060101J01011.明挖圬工方12106.503060101J01022.承台圬工方35243.8表4-1 工程量清单表标段：站前2标工 程 量 清 单 表第5页共8页03060101J010201(1)混凝土圬工方35243.803060101J010202(2)钢筋吨796.4703060101J01034.挖孔桩圬工方19283.1603060101J01045.钻孔桩米圬工方5787.87592.6103060101J02(二)墩台圬工方65755.103060101J02011.混凝土圬工方6773503060101J02022.钢筋吨944.

20、8103060101J03(十三)桥面系延长米11427.8803060101J04(十四)附属工程延长米11427.8803060101J05(十五)基础施工辅助设施元03060103B、既有线预留架梁(7座）延长米1575.1303060103J.建筑工程费延长米1575.1303060103J01(一)基础圬工方2601.303060103J01011.明挖圬工方1600.603060103J01022.承台圬工方507.503060103J010201(1)混凝土圬工方507.503060103J010202(2)钢筋吨10.303060103J01034.挖孔桩圬工方493.2030

21、60103J02(二)墩台圬工方12130.903060103J02011.混凝土圬工方12130.903060103J02022.钢筋吨264.8803060103J03(十三)桥面系延长米1575.1303060103J04(十四)附属工程延长米1575.1303060104C、综合接地个726603077中桥(8座）延长米697.30307J.建筑工程费 延长米697.30307J01一、梁式中桥(8座）延长米697.30307J0101A、单线中桥(8座）延长米697.30307J010101(一)基础圬工方5458.20307J010101011.明挖圬工方2737.30307J01

22、0101022.承台圬工方1466.90307J0101010201(1)混凝土圬工方1466.90307J0101010202(2)钢筋吨51.440307J010101034.挖孔桩圬工方969.30307J010101045.钻孔桩米圬工方232284.70307J010102(二)墩台圬工方3603.30307J010102011.混凝土圬工方3603.30307J010102022.钢筋吨61.760307J010103(十三)桥面系延长米697.30307J010104(十四)附属工程延长米697.30307J010105(十五)基础施工辅助设施元03088小桥(1座）延长米18.

23、80308J.建筑工程费延长米18.80308J01三、框架式桥(1座）顶面平方米191.760308J0101(一)现浇顶面平方米191.7603099涵洞(126座）横延米2223.590309J.建筑工程费横延米2223.590309JX甲、新建横延米1447.370309JX01三、盖板箱涵(68座）横延米1431.370309JX0101(一)单孔(65座）横延米1379.260309JX0101011.涵身及附属横延米1379.260309JX0101022.明挖基础(含承台)立方米24236.360309JX0101033.地基处理元表4-1 工程量清单表标段：站前2标工 程 量

24、 清 单 表第6页共8页0309JX01010301换填立方米5348.20309JX01010302旋喷桩米17442.60309JX0102(二)双孔(2座）横延米52.110309JX0102011.涵身及附属横延米52.110309JX0102022.明挖基础(含承台)立方米1649.360309JX0102033.地基处理元0309JX01020301换填立方米8500309JX02七、倒吸虹管(1座）横延米160309JG乙、改建(58座）横延米776.220309JG01(三)盖板箱涵 （56座）横延米758.220309JG01011.单孔 （56座）横延米758.220309

25、JG010101(1)涵身及附属横延米758.220309JG010102(2)明挖基础(含承台)圬工方126990309JG010103(3)地基处理元0309JG01010301换填立方米5371.20309JG01010302旋喷桩米12508.60309JG02(七)倒吸虹管(2座)横延米180404 第第四四章章 隧隧道道及及明明洞洞041010隧道(35座)延长米241550410X甲、新建延长米241550410X01一、L4km的隧道(1座)延长米43650410X0101(一)新荆竹岭隧道延长米43650410X0101J.建筑工程费延长米43650410X0101J011.

26、正洞延长米43390410X0101J0101(2)级围岩延长米850410X0101J0102(3)级围岩延长米8950410X0101J0103(4)级围岩延长米21800410X0101J0104(5)级围岩延长米11790410X0101J022.明洞及棚洞延长米260410X0101J034.洞门延长米43650410X0101J046.弃碴工程延长米43650410X0101J059.泄水洞延长米26810410X02二、3kmL4km的隧道(1座)延长米座32930410X0201(三)新西山坪隧道延长米32930410X0201J.建筑工程费延长米32930410X0201J0

27、11.正洞延长米32930410X0201J0101(2)级围岩延长米3000410X0201J0102(3)级围岩延长米7400410X0201J0103(4)级围岩延长米14370410X0201J0104(5)级围岩延长米7350410X0201J024.洞门延长米32930410X0201J036.弃碴工程延长米32930410X0201J0411.采空区处理工程元0410X03四、1kmL2km的隧道(5座)延长米66820410X0301(一)单线隧道(4座)延长米53740410X0301J.建筑工程费延长米53740410X0301J011.正洞延长米52490410X0301

28、J0101(3)级围岩延长米14500410X0301J0102(4)级围岩延长米20200410X0301J0103(5)级围岩延长米17790410X0301J022.明洞及棚洞延长米1250410X0301J034.洞门延长米53740410X0301J046.弃碴工程延长米5284表4-1 工程量清单表标段：站前2标工 程 量 清 单 表第7页共8页0410X0302(四)新松林堡隧道延长米13080410X0302J.建筑工程费延长米13080410X0302J011.正洞延长米13080410X0302J0101(2)级围岩延长米2000410X0302J0102(3)级围岩延长米

29、2000410X0302J0103(4)级围岩延长米3200410X0302J0104(5)级围岩延长米5880410X0302J023.辅助坑道延长米900410X0302J0201(5)横向连接通道延长米900410X0302J034.洞门延长米13080410X0302J046.弃碴工程延长米13080410X0302J057.预加固工程延长米3550410X0302J069.煤层采空区元0410X04五、L1km的隧道(28座)延长米98150410X0401(一)单线隧道(26座)延长米93270410X0401J.建筑工程费延长米93270410X0401J011.正洞延长米88620410X0401J0101(3)级围岩延长米12830410X0401J0102(4)级围岩延长米50320410X0401J0103(5)级围岩延长米24770410X0401J022.明洞及棚洞延长米2850410X0401J034.洞门延长米93270410X0401J046.弃碴工程延长