项目名称：
工 程 量简 图单根长度根数构件数共长米重（kg/m)共重(kg)小计（t)17.900123452跨线桥桥头搭板123453跨线桥桥头搭板123454特大桥桥头搭板123451Ⅱ22Ⅱ16Ⅱ22Ⅱ16Ⅱ12Ⅱ228.148.0815.1415.080.378.1461612828434813333311489.6201478.6401271.7601266.720481.740659.3402.9841.5782.9841.5780.8882.9844445.0262333.2943794.9321998.884427.7851967.471Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1414.898.0814.83406127612743444441986.1601608.1201971.5201601.6402.9842.9841.5781.5785926.7014798.6303111.0592527.388Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1419.898.0819.83406127612743444441986.1602148.1201971.5202141.6402.9842.9841.5781.5785926.7016409.9903111.0593379.508Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1416.398.0816.330.46627662740444442148.9601770.1202133.1201763.64064.0002.9842.9841.5781.5780.8886412.4975282.0383366.0632783.02456.83280.490第1页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径1跨线桥桥头搭板469440.0000.88861662.72078.026469440.0000.88861662.72018.759钢筋工程量计算表
项目名称：
工 程 量简 图单根长度8.0820.1420.080.37根数812828574构件数1111共长654.480563.920562.240212.380米重（kg/m)1.5782.9841.5780.888共重(kg)1032.7691682.737887.215188.59316.980123456落马石大桥桥头搭板123457莲塘高架桥桥头搭板123458K10+320高速跨线桥桥头搭板A板12Ⅱ22Ⅱ228.142.22611922993.08084.3602.9842.9842963.351251.730Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1414.898.0814.830.3961276127434444441986.1601608.1201971.5201601.640677.0402.9842.9841.5781.5780.8885926.7014798.6303111.0592527.388601.21211.670Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1414.898.0814.830.461276127434444441986.1601608.1201971.5201601.640694.4002.9842.9841.5781.5780.8885926.7014798.6303111.0592527.388616.62716.965Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1414.898.0814.830.461276127434444441986.1601608.1201971.5201601.640694.4002.9842.9841.5781.5780.8885926.7014798.6303111.0592527.388616.62716.980小计（t)第2页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径23455水库大桥桥头搭板Ⅱ16Ⅱ22Ⅱ16Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度2.242.417.164.892.643.153.488.082.172.192.3417.114.832.593.13.431.53.240.4根数20212728101161192021272810114420505构件数2222222222222222222共长89.600100.800926.64019.56042.24063.00076.560985.76082.46087.60098.280923.94019.32041.44062.00075.460132.000129.600404.000米重（kg/m)2.9842.9842.9842.9842.9842.9842.9841.5781.5781.5781.5781.5781.5781.5781.5781.5781.5781.5780.888共重(kg)267.366300.7872765.09458.367126.044187.992228.4551555.529130.122138.233155.0861457.97730.48765.39297.836119.076208.296204.509358.75211.67012345Ⅱ22Ⅱ22Ⅱ22Ⅱ22Ⅱ228.142.372.242.2517.16612120192722222993.08099.54089.60085.500926.6402.9842.9842.9842.9842.9842963.351297.027267.366255.1322765.094小计（t)第3页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径3456789Ⅱ22Ⅱ22Ⅱ22Ⅱ22Ⅱ22Ⅱ22Ⅱ2210Ⅱ1611Ⅱ1612Ⅱ1613Ⅱ1614Ⅱ1615Ⅱ1616Ⅱ1617Ⅱ1618Ⅱ1619Ⅱ1620Ⅱ1621Ⅱ129K10+320高速跨线桥桥头搭板B板钢筋工程量计算表
项目名称：
工 程 量简 图单根长度5.392.893.153.238.082.322.192.217.115.332.843.13.181.53.240.4根数29101061212019272910104420505构件数2222222222222222共长21.56052.02063.00064.600985.76097.44087.60083.600923.94021.32051.12062.00063.600132.000129.600404.000米重（kg/m)2.9842.9842.9842.9841.5781.5781.5781.5781.5781.5781.5781.5781.5781.5781.5780.888共重(kg)64.335155.228187.992192.7661555.529153.760138.233131.9211457.97733.64380.66797.836100.361208.296204.509358.75217.1421234511互通主线跨A匝道桥桥头搭板12Ⅱ22Ⅱ228.1414.896127441986.1601608.1202.9842.9845926.7014798.630Ⅱ22Ⅱ16Ⅱ22Ⅱ16Ⅱ128.148.0815.6515.590.3760602727420444441953.6001939.2001690.2001683.720621.6002.9841.5782.9841.5780.8885829.5423060.0585043.5572656.910551.98116.965小计（t)第4页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径6789Ⅱ22Ⅱ22Ⅱ22Ⅱ2210Ⅱ1611Ⅱ1612Ⅱ1613Ⅱ1614Ⅱ1615Ⅱ1616Ⅱ1617Ⅱ1618Ⅱ1619Ⅱ1620Ⅱ1621Ⅱ1210互通深惠路跨线桥桥头搭板钢筋工程量计算表
项目名称：
工 程 量简 图单根长度8.0814.830.39根数6127434构件数444共长1971.5201601.640677.040米重（kg/m)1.5781.5780.888共重(kg)3111.0592527.388601.21216.9801234513互通A匝道桥桥头搭板1234514横岗互通B匝道桥桥头搭板1234515横岗互通C匝道桥桥头搭板123Ⅱ22Ⅱ16Ⅱ228.088.057.58313127222500.960499.100409.3202.9841.5782.9841494.865787.5801221.411Ⅱ22Ⅱ16Ⅱ22Ⅱ16Ⅱ128.088.057.587.550.373131272722422222500.960499.100409.320407.700165.7602.9841.5782.9841.5780.8881494.865787.5801221.411643.351147.1954.294Ⅱ22Ⅱ16Ⅱ22Ⅱ16Ⅱ128.088.057.587.550.373131272722422222500.960499.100409.320407.700165.7602.9841.5782.9841.5780.8881494.865787.5801221.411643.351147.1954.294Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.1414.898.0814.830.461276127434444441986.1601608.1201971.5201601.640694.4002.9842.9841.5781.5780.8885926.7014798.6303111.0592527.388616.6274.294小计（t)第5页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径34512互通主线跨C匝道桥桥头搭板Ⅱ16Ⅱ16Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度7.550.37根数27224构件数22共长407.700165.760米重（kg/m)1.5780.888共重(kg)643.351147.1953.8951234517排傍立交A匝道桥桥头搭板1234518排傍立交D匝道桥桥头搭板1234519排傍立交CD匝道桥桥头搭板1234Ⅱ16Ⅱ16Ⅱ12Ⅱ123.083.086.36.326261111111180.08080.08069.30069.3001.5781.5780.8880.888126.366126.36661.53861.538Ⅱ22Ⅱ16Ⅱ22Ⅱ16Ⅱ128.088.057.587.550.373131272722422222500.960499.100409.320407.700165.7602.9841.5782.9841.5780.8881494.865787.5801221.411643.351147.1950.398Ⅱ22Ⅱ16Ⅱ22Ⅱ16Ⅱ128.148.0811.1411.080.375555404056011111447.700444.400445.600443.200207.2002.9841.5782.9841.5780.8881335.937701.2631329.670699.370183.9944.294Ⅱ22Ⅱ22Ⅱ16Ⅱ16Ⅱ128.146.898.086.830.372827282719622222455.840372.060452.480368.820145.0402.9842.9841.5781.5780.8881360.2271110.227714.013581.998128.7964.250小计（t)第6页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径4516横岗互通E-E匝道桥桥头搭板Ⅱ16Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度0.32根数78构件数1共长24.960米重（kg/m)0.888共重(kg)22.164117.590123456721雨水井123Ⅰ10Ⅰ10Ⅰ100.411.111.260.430.350.330.380.511.5110.940.931.261.330.522410102242282211488666666666666666666666666666666649.440732.600831.60056.76046.20087.12050.16067.320797.280132.000124.08061.3801164.240702.240274.5600.6170.6170.6170.6170.6170.6170.6170.6170.6170.6170.6170.6170.6170.6170.888400.704452.014513.09735.02128.50553.75330.94941.536491.92281.44476.55737.871718.336433.282243.809Ⅰ10Ⅰ10Ⅱ12Ⅱ12Ⅱ12Ⅱ12Ⅱ1219.91.260.6320.6760.950.590.86128132276893.60032232863.3200.61747443.3510.61720276.6680.88824096.3700.88825773.9660.8880.8880.8884.080小计（t)第7页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径520纵向排水方沟Ⅱ1241073427135.55241073429024.73631Ⅰ1032Ⅰ1033Ⅰ1034Ⅰ1035Ⅰ104Ⅰ1041Ⅰ1042Ⅰ1043Ⅰ10569Ⅰ10Ⅰ10Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度1.254根数6构件数66共长496.584米重（kg/m)0.888共重(kg)440.9670.68212Ⅱ12Ⅱ120.4314.50.75043744486.000232.000103.6000.8880.8883.85376.368206.016399.1712.955传力Ⅰ30杆1224右洞横向施工缝传力Ⅰ30杆1225正坑隧道复合路面（胀缝）12Ⅱ12Ⅱ120.4314.50.75043744486.000232.000103.6000.8880.8883.85376.368206.016399.1710.622传力Ⅰ30杆1227右洞横向施工缝传力Ⅰ30杆12Ⅱ12Ⅱ120.50.4310.93737444474.00063.640174.4005.5490.8880.888410.62656.512154.867Ⅱ12Ⅱ120.50.4310.93737444474.00063.640174.4005.5490.8880.888410.62656.512154.8670.622Ⅱ12Ⅱ120.50.4310.937374202020370.000318.200872.0005.5490.8880.8882053.130282.562774.3360.682Ⅱ12Ⅱ120.50.4310.937374191919351.500302.290828.4005.5490.8880.8881950.474268.434735.6193.110小计（t)第8页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径10Ⅱ1222盐田隧道复合路面（胀缝）拉杆Ⅱ2523左洞横向施工缝拉杆Ⅱ2526左洞横向施工缝钢筋工程量计算表
项目名称：
工 程 量简 图单根长度根数构件数共长米重（kg/m)共重(kg)小计（t)96.1351号板122号板123号板124号板125号板126号板127号板128号板129号板1210号板1211号板1212号板12Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ86.154.86.154.85.054.83.954.85.24.834.864.84.94.83.84.83.84.84.94.83.84.81742174217461727173517211741193918281727173420376622884440401010664422224422627.3001209.600209.100403.200686.8001766.400268.600518.4003536.0006720.000510.0001008.000612.0001180.800372.400748.800136.800268.800129.200259.200333.200652.800152.000355.2000.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.395247.784477.79282.595159.264271.286697.728106.097204.7681396.7202654.400201.450398.160241.740466.416147.098295.77654.036106.17651.034102.384131.614257.85660.040140.304第9页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径28主线收费广场钢筋工程量计算表
项目名称：
工 程 量简 图单根长度3.834.83.064.83.984.83.984.82.143.30.90.79101.50.70.426.10.70.425.80.70.425.20.70.424.9根数20302327203017281015256256421428204081836817348构件数221010222222222444888202020444共长153.200288.000703.8001296.000159.200288.000135.320268.80042.80099.000460.800404.480812.00058.80070.560195.200112.000134.400371.200252.000302.400832.00047.60057.120156.8000.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.88862.657173.338621.488119.347329.6261398.348268.531738.816264.13250.723139.238米重（kg/m)0.3950.3950.3950.3950.3950.3950.3950.3950.3950.3953.8530.8880.888共重(kg)60.514113.760278.001511.92062.884113.76053.451106.17616.90639.1051775.462359.178721.056小计（t)第10页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径13号板12Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ814号板1215号板1216号板1234沥青接砼④Ⅱ25⑤Ⅱ12⑥Ⅱ12胀缝（缝长6.35m)①Ⅱ30②Ⅱ12③Ⅱ12胀缝（缝长6.2m)①Ⅰ30②Ⅱ12③Ⅱ12胀缝（缝长5.4m）①Ⅰ30②Ⅱ12③Ⅱ12胀缝（缝长5.25m）①Ⅰ30②Ⅱ12③Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度0.70.426.10.70.425.80.70.425.20.70.424.90.70.424.90.70.4240.70.423.920.70.423.70.9根数21428204081836817348173481428814288132682构件数6666664040401010108881818182702702701621621624共长88.200105.840292.80084.000100.800278.400504.000604.8001664.000119.000142.800392.00095.200114.240313.600176.400211.680576.0002646.0003175.2008467.2001474.2001769.0404795.2007.200米重（kg/m)5.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.888共重(kg)489.42293.986260.006466.11689.510247.2192796.696537.0621477.632660.331126.806348.096528.265101.445278.477978.844187.972511.488小计（t)第11页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径横缝（缝长6.35m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长6.20m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长5.40m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长5.25m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长5.10①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长4.20m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长4.12m）①Ⅰ30②Ⅱ12③Ⅱ125.54914682.6540.8880.8885.5490.8880.8881.5782819.5787518.8748180.3361570.9084258.13811.362横缝（缝长4.00m)①Ⅰ30②Ⅱ12③Ⅱ12纵缝（缝长1m)①Ⅱ16钢筋工程量计算表
项目名称：
工 程 量简 图单根长度0.470.60.90.471.60.90.474.6根数244489188构件数44121212554554共长3.7609.60043.20022.560153.6004487.4004686.840米重（kg/m)0.8880.8881.5780.8880.8881.5780.888共重(kg)3.3398.52568.17020.033136.3977081.1174161.914小计（t)第12页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径②Ⅱ12③Ⅱ12纵缝（缝长2m)①Ⅱ16②Ⅱ12③Ⅱ12纵缝（缝长5m）①Ⅱ16②Ⅱ12③Ⅱ1229横岗收费广场1号板①②2号板①②3号板①②4号板①②5号板①②6号板①②7号板①②8号板①②Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ855420387.2000.88818103.83416.1216.356.85.056.85.26.866.84.96.866.846.84.16.8244224352436244124324422427242910101010101044442222221524.0002856.0001212.0002380.0001248.0002448.000576.0001115.200470.40081.600288.000571.200192.000367.200196.800394.4000.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.395601.9801128.120478.740940.100492.960966.960227.520440.504185.80832.232113.760225.62475.840145.04477.736155.788钢筋工程量计算表
项目名称：
工 程 量简 图单根长度5.056.86.156.86.156.85.156.84.16.856.80.90.795.850.90.795.70.90.794.90.90.794.750.7根数2431244224422428242924341616415154131341313421构件数2222222222224444444444446共长242.400421.600295.200571.200295.200571.200247.200380.800196.800394.400240.000462.40057.60050.56093.60054.00047.40091.20046.80041.08078.40046.80041.08076.00088.200米重（kg/m)0.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.3953.8530.8880.8883.8530.8880.8883.8530.8880.8883.8530.8880.8885.549共重(kg)95.748166.532116.604225.624116.604225.62497.644150.41677.736155.78894.800182.648221.93344.89783.117208.06242.09180.986180.32036.47969.619180.32036.47967.488489.422小计（t)第13页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径9号板①②Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ810号板①②11号板①②12号板①②13号板①②14号板①②沥接砼（缝长6.35）①Ⅱ25②Ⅱ12③Ⅱ12沥接砼（缝长6.20）①Ⅱ25②Ⅱ12③Ⅱ12沥接砼（缝长5.40）①Ⅱ25②Ⅱ12③Ⅱ12沥接砼（缝长5.25）①Ⅱ25②Ⅱ12③Ⅱ12横缝（缝长6.35m）①Ⅰ30钢筋工程量计算表
项目名称：
工 程 量简 图单根长度0.426.10.70.425.80.70.425.20.70.424.90.80.424.90.70.426.10.70.425.20.70.424.90.70.42根数428204081836817348173482142818368173481734构件数6644466666622222222222222共长105.840292.80056.00067.200185.60075.60090.720249.60071.40085.680235.20027.20028.56078.40029.40035.28097.60025.20030.24083.20023.80028.56078.40023.80028.560米重（kg/m)0.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.888共重(kg)93.986260.006310.74459.674164.813419.50480.559221.645396.19976.084208.858150.93325.36169.619163.14131.32986.669139.83526.85373.882132.06625.36169.619132.06625.361小计（t)第14页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径②Ⅱ12③Ⅱ12横缝（缝长6.20m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长5.40m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长5.25m）①Ⅰ30②Ⅱ12③Ⅱ12横缝（缝长5.10m）①Ⅰ30②Ⅱ12③Ⅱ12胀缝（缝长6.35m)①Ⅰ30②Ⅱ12③Ⅱ12胀缝（缝长5.40m）①Ⅰ30②Ⅱ12③Ⅱ12胀缝（缝长5.25m）①Ⅰ30②Ⅱ12③Ⅱ12胀缝（缝长5.10m)①Ⅰ30②Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度4.90.90.476.60.90.473.620.90.473.60.90.472.5根数812248714871485108构件数2323232222666666共长78.400345.600360.9601689.60012.60013.16057.92037.80039.480172.80027.00028.200120.000米重（kg/m)0.8881.5780.8880.8881.5780.8880.8881.5780.8880.8881.5780.8880.888共重(kg)69.619545.357320.5321500.36519.88311.68651.43359.64835.058153.44642.60625.042106.5601.921岛头①Ⅰ10①′Ⅰ10②Ⅰ10③Ⅰ10④Ⅰ10⑤Ⅰ10⑥Ⅰ10⑦Ⅰ10⑧⑨岛尾Ⅰ8Ⅰ85.6075.0878.0489.378.0489.9349.7582.5091.441.864.25822232214040527777777777778.49871.218112.672196.770112.672139.07668.306702.520403.20065.10059.6120.6170.6170.6170.6170.6170.6170.6170.6170.3950.3950.61748.43343.94269.519121.40769.51985.81042.145433.455159.26425.71536.781小计（t)第15页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径③Ⅱ12纵缝（缝长7m）①Ⅱ16②Ⅱ12③Ⅱ12纵缝（缝长4.02m）①Ⅱ16②Ⅱ12③Ⅱ12纵缝（缝长4m）①Ⅱ16②Ⅱ12③Ⅱ12纵缝（缝长3m)①Ⅱ16②Ⅱ12③Ⅱ1230横岗收费岛①Ⅰ10钢筋工程量计算表
项目名称：
工 程 量简 图单根长度3.5686.0467.016.0467.3747.211.941.441.86根数21222140405构件数777777777共长49.95242.32298.14084.644103.23650.470543.200403.20065.100米重（kg/m)0.6170.6170.6170.6170.6170.6170.6170.3950.395共重(kg)30.82026.11360.55252.22563.69731.140335.154159.26425.7154.664岛头①Ⅰ10①′Ⅰ10②Ⅰ10③Ⅰ10④Ⅰ10⑤Ⅰ10⑥Ⅰ10⑦Ⅰ10⑧⑨岛尾Ⅰ8Ⅰ85.6075.0878.0489.378.0489.9349.7582.5091.441.864.2583.5686.0467.016.04622232214040522122171717171717171717171717171717190.638172.958273.632477.870273.632337.756165.8861706.120979.200158.100144.772121.312102.782238.340205.5640.6170.6170.6170.6170.6170.6170.6170.6170.3950.3950.6170.6170.6170.6170.617117.624106.715168.831294.846168.831208.395102.3521052.676386.78462.45089.32474.85063.416147.056126.833小计（t)第16页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径①′Ⅰ10②Ⅰ10③Ⅰ10④Ⅰ10⑤Ⅰ10⑥Ⅰ10⑦Ⅰ10⑧⑨31主线收费岛Ⅰ8Ⅰ8①Ⅰ10①′Ⅰ10②Ⅰ10③Ⅰ10④Ⅰ10钢筋工程量计算表
项目名称：
工 程 量简 图单根长度7.3747.211.941.441.86根数2140405构件数1717171717共长250.716122.5701319.200979.200158.100米重（kg/m)0.6170.6170.6170.3950.395共重(kg)154.69275.626813.946386.78462.4509.268人孔主体①Ⅱ12②Ⅱ12③Ⅱ12④Ⅱ12⑤Ⅱ12⑥Ⅱ12人孔上覆①Ⅱ14②Ⅱ14③④⑤⑥⑦33检控设备手孔①②③④34紧急电话平台Ⅰ8Ⅰ8Ⅰ8Ⅰ84.021.591.8141.0872061012121212337.680381.600130.608129.6000.3950.3950.3950.395133.384150.73251.59051.1924.575Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ81.512.311.972.311.511.411.191.441.440.382.220.70.6311732202084104666447474747474747474747474747780.670759.9902962.8802171.4001419.400530.160223.720676.800270.720107.160626.040197.400118.4400.8880.8880.8880.8880.8880.8881.2081.2080.3950.3950.3950.3950.395693.235674.8712631.0371928.2031260.427470.782270.254817.574106.93442.328247.28677.97346.7840.387小计（t)第17页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径⑤Ⅰ10⑥Ⅰ10⑦Ⅰ10⑧⑨32通信人孔（钢筋混凝土）Ⅰ8Ⅰ8钢筋工程量计算表
项目名称：
工 程 量简 图单根长度1.632.11.311.312.9880.681.582.056.871.890.531.481.482.05根数141144212131110484332构件数2424242424242424242424242424共长547.680554.400125.760125.760143.424195.840492.960541.2001648.8002177.28050.880106.560106.56098.400米重（kg/m)0.8880.8880.8880.8880.6170.6170.6170.6170.6170.6170.2220.6170.6170.222共重(kg)486.340492.307111.675111.67588.493120.833304.156333.9201017.3101343.38211.29565.74865.74821.8451.459单柱式标志基础(一）①Ⅰ82.881.064.641.326.241.7386146146565131399561.600551.200361.920240.240336.960214.2000.3950.8880.3950.8880.3951.208221.832489.466142.958213.333133.099258.75426.434123Ⅱ14Ⅱ18Ⅱ1814.2612.1615.9662145734223536.4803526.4002330.1601.208224272.0687052.8004660.320小计（t)第18页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径上覆①Ⅱ12②Ⅱ12③Ⅱ12④Ⅱ12⑤Ⅰ10⑥Ⅰ10主体①Ⅰ10②Ⅰ10③Ⅰ10④Ⅰ10⑤Ⅰ6⑥Ⅰ10⑦Ⅰ10⑧35交通标志基础Ⅰ6②Ⅰ12单柱式标志基础(二）①Ⅰ8②Ⅰ12单柱式标志基础(三）①Ⅰ8②Ⅰ1436西坑小桥箱涵钢筋工程量计算表
项目名称：
工 程 量简 图单根长度4.19.572.5714.351.290.9120.5060.4562.7214.264.023.784.32根数73737373731515157314737373构件数224221310521112共长598.6001397.220750.4402095.100188.340177.84075.90034.200397.120199.640293.460275.940630.720米重（kg/m)2220.8880.8881.5780.8880.8880.8880.6170.88822共重(kg)1197.2002794.4401500.8801860.449167.246280.63267.39930.370352.643123.178260.592551.8801261.44022.1103.5*5板块124.5*5板块126.23*5板块125.08*5板块123.4*5.5板块123.725*5.5板块1Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ8Ⅰ83.254.754.254.755.984.754.834.753.155.253.7172317291740173319221944181811229910221.000437.0001300.5002479.500101.660190.000164.220313.500538.6501039.500703.0000.3950.3950.3950.3950.3950.3950.3950.3950.3950.3950.39587.295172.615513.698979.40340.15675.05064.867123.833212.767410.603277.685小计（t)第19页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径456789Ⅱ18Ⅱ18Ⅱ18Ⅱ12Ⅱ12Ⅱ1610Ⅱ1211Ⅱ1212Ⅱ1213Ⅱ1014Ⅱ1215Ⅱ1816Ⅱ1837特区检查站路面钢筋工程量计算表
项目名称：
工 程 量简 图单根长度5.251.11.10.70.42990.70.42490.70.42380.70.4246.20.70.4250.10.90.4761.90.90.4739.9根数262022330660816332681272548154308815931881032068661328构件数1022111333555111222555555共长1365.00044.00048.400231.000277.200792.000342.300410.7601176.000444.500533.4001520.000107.800129.360369.600222.600267.120801.600463.500484.1002476.000297.000310.2001596.000米重（kg/m)0.3950.3950.3955.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8885.5490.8880.8881.5780.8880.8881.5780.8880.888共重(kg)539.17517.38019.1181281.819246.154703.2961899.423364.7551044.2882466.531473.6591349.760598.182114.872328.2051235.207237.203711.821731.403429.8812198.688468.666275.4581417.24894.691常开型1.7*0.3*0.1①Ⅰ101.654105693.0000.617427.581小计（t)第20页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径2锐角加强12胀缝123横缝123横缝123横缝123横缝123纵缝123纵缝12338电缆沟盖板支架Ⅰ8Ⅰ8Ⅰ8Ⅰ30Ⅱ12Ⅱ12Ⅰ30Ⅱ12Ⅱ12Ⅰ30Ⅱ12Ⅱ12Ⅰ30Ⅱ12Ⅱ12Ⅰ30Ⅱ12Ⅱ12Ⅱ16Ⅱ12Ⅱ12Ⅱ16Ⅱ12Ⅱ12钢筋工程量计算表
项目名称：
工 程 量简 图单根长度1.650.81.451.450.81.251.250.81.851.650.451.651.450.451.451.250.450.840.451.20.061.280.06根数464474475518构件数105105833833833112112112208208208共长693.000504.0004831.4004831.4004664.800560.000560.000627.2001924.0001716.0001684.800米重（kg/m)1.2080.2220.6170.8880.2220.6170.8880.2220.2221.2080.2220.222共重(kg)837.144111.8882980.9744290.2831035.586345.520497.280139.238427.1282072.928374.0265934.060小计（t)第21页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径②Ⅰ14③常开型1.5*0.3*0.1Ⅰ6①Ⅰ10②Ⅰ12③Ⅰ6常开型1.3*0.3*0.1①Ⅰ10②Ⅰ12③Ⅰ6Ⅰ6普通型1.7*0.5*0.1①②Ⅱ14③普通型1.5*0.5*0.1①Ⅰ6Ⅰ65324026730.0005324023490.00014324020412.0005514556436436439609604661.7504018.7504050.9004032.0002160.0006444.000966.600②Ⅱ14③普通型1.5*0.5*0.1①Ⅰ6Ⅰ61.20828375.9200.2220.2221.2080.2220.2220.2220.3950.0994531.4641034.9094854.650899.300895.104479.5202545.38095.693②Ⅱ14③沟底盖板0.69*0.5*0.06①②支架0.55*0.08*0.05①②支架0.59*0.08*0.05①②电缆沟1.4*1.6Ⅰ6Ⅰ6Ⅰ6Ⅰ8Ⅰ4Ⅰ8Ⅰ4226856268522128054476.8006212802117660.8002810.3402858.3802570.1400.39521518.3360.0990.6170.6170.395758.4191733.9801763.6201015.205①Ⅰ10②Ⅰ10③Ⅰ81.1712012.3812012.141201钢筋工程量计算表
项目名称：
工 程 量简 图单根长度204根数41构件数1112888959595151515888242424共长8364.0001142.9602734.9402449.200110.72054.72086.4001390.800685.9001083.000231.600114.000180.000187.20091.200144.000600.000291.840460.800米重（kg/m)0.2220.2220.2220.2220.2220.0990.3950.2220.0990.3950.2220.0990.3950.2220.0990.3950.2220.0990.395共重(kg)1856.808253.737607.157543.72224.5805.41734.128308.75867.904427.78551.41511.28671.10041.5589.02956.880133.20028.892182.016小计（t)第22页/共22页
序号分部分项工程名称构件名称钢筋钢筋编号直径④⑤⑥⑦常开井座1.0*1.0①②③常开井座1.2*1.2①②③常开井座1.4*1.6①②③常开井座2*(1.0*1.0)①②③常开井座2*(1.2*1.2)①②③Ⅰ6不详暂定φ6）Ⅰ6Ⅰ6Ⅰ6Ⅰ6Ⅰ4Ⅰ8Ⅰ6Ⅰ4Ⅰ8Ⅰ6Ⅰ4Ⅰ8Ⅰ6Ⅰ4Ⅰ8Ⅰ6Ⅰ4Ⅰ8纵筋（图中规格0.5620411.3420410.620416.920.190.37.320.190.37.720.190.311.70.190.312.50.190.32363623838240402606026464
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