施工预算0 (2).xls

分项工程成本计算表代码403-1-ac2-24-10c2-23-8c2-23-7名称光圆钢筋（R235级）圆柱式墩台砼钢筋承台钢筋基础支撑梁钢筋单位t1t钢筋1t钢筋1t钢筋数量17.51912.5042.0462.969费率9构造物II9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日28150.548164215.3512.04 150.548164215.354 普工工日2758.839021588.6510.5921.66714585.0112.5237.171881003.6416 级钢筋(10mm以内)t42002.3361119811.670.1642.0506568612.760.0510.104346438.250.0610.181109760.6617 级低合金钢筋t413015.62086464514.170.861 10.76594444463.350.9741.9928048230.280.9642.86211611820.5442 电焊条(3.2、4mm)kg5.41151.392819.0310.5131.292710.294.69.411650.923.610.688457.82154 20-22号镀镜铁丝kg6.540.0731260.481.417.5056113.794.59.20759.854.513.360586.841709 电动卷扬机单筒慢速牵引力30KN台班130.964.12632540.380.334.12632540.381866 交流电焊机容量30KVA以内台班213.9229.61386334.98225.0085349.710.81.6368350.1412.969635.131998 小型机具使用费元1100.032100.038100.032100.03一工料机合计元8818464105.669714.4514364.631 人工费元58044215.35585.011003.642 材料费元7540553900.188779.312725.863 机械费元69755990.13350.14635.13二定额基价元6141144455.226836.2610119.5三其他费用元10041662.62255.67378.481 冬季施工增加费%40544455.220.66293.46836.260.6645.1210119.50.6666.792 雨季施工增加费%5544455.220.0940.016836.260.096.1510119.50.099.113 夜间施工增加费%30744455.220.5222.286836.260.534.1810119.50.550.64 高原地区施工人工增加费%0421500585001004005 高原地区施工机械增加费%031960017900325006 魇始森林地区施工增加费%0741100764007 沿海地区施工增加费%044455.22006836.260010119.5008 行车干扰施工增加费%23744455.222.491106.936836.262.49170.2210119.52.49251.98分项工程成本计算表代码403-1-ac2-24-10c2-23-8c2-23-7代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额四合计元8918964845.899818.9414524.22分项工程成本计算表代码403-1-bc2-24-10c2-23-8c2-23-7名称带肋钢筋（HRB335级）圆柱式墩台砼钢筋承台钢筋基础支撑梁钢筋单位t1t钢筋1t钢筋1t钢筋数量25.22113.3558.2183.648费率9构造物II9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日28160.79424502.2412.04160.79424502.244 普工工日27132.701583582.9410.5987.028622349.7712.5245.672961233.1716 级钢筋(10mm以内)t42002.83186611893.840.1642.190229198.920.0510.4191181760.30.0610.222528934.6217 级低合金钢筋t413023.01965995071.190.861 11.49865547489.450.9748.00433233057.890.9643.51667214523.8642 电焊条(3.2、4mm)kg5.41191.16311034.1910.5140.2275758.634.637.8028204.513.613.132871.05154 20-22号镀镜铁丝kg6.572.094468.611.418.697121.534.536.981240.384.516.416106.71709 电动卷扬机单筒慢速牵引力30KN台班130.964.40715577.160.334.40715577.161866 交流电焊机容量30KVA以内台班213.9236.93247900.58226.715713.80.86.57441406.413.648780.381998 小型机具使用费元1106.84106.848106.84106.84一工料机合计元12513768468.5739019.2517649.781 人工费元80854502.242349.771233.172 材料费元10846857568.5335263.0815636.233 机械费元85846397.81406.4780.38二定额基价元8737347480.7627458.6612433.79三其他费用元14071775.771026.95465.021 冬季施工增加费%57747480.760.66313.3727458.660.66181.2312433.790.6682.062 雨季施工增加费%7947480.760.0942.7327458.660.0924.7112433.790.0911.193 夜间施工增加费%43747480.760.5237.427458.660.5137.2912433.790.562.174 高原地区施工人工增加费%04502002350001233005 高原地区施工机械增加费%034140072000400006 魇始森林地区施工增加费%07916003070007 沿海地区施工增加费%047480.760027458.660012433.79008 行车干扰施工增加费%31447480.762.491182.2727458.662.49683.7212433.792.49309.6分项工程成本计算表代码403-1-bc2-24-10c2-23-8c2-23-7代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额四合计元12654469259.1939438.9417845.86分项工程成本计算表代码403-2-ac2-24-19c2-25-3c2-26-4名称光圆钢筋（R235级）肋形埋置式桥台高8-14m钢筋墩台帽及拱座钢筋盖梁钢筋单位t1t钢筋1t钢筋1t钢筋数量32.9122.4642.83923.005费率9构造物II9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额4 普工工日27339.749329173.2312.0329.64192800.3313.48310.10748372.92 普工工日2642.5851107.211542.5851107.215 普工工日2855.432161552.116 级钢筋(10mm以内)t42007.26069630494.920.0820.202048848.60.3080.8744123672.530.2365.4291822802.5617 级低合金钢筋t413026.474104 109338.050.9432.3235529596.270.7172.0355638406.880.789 18.15094574963.442 电焊条(3.2、4mm)kg5.41195.764261059.0849.85653.323.249.1983649.765.58128.3679694.47154 20-22号镀镜铁丝kg6.554.22936352.491.53.69624.024.5913.0310184.71.3531.05675201.871709 电动卷扬机单筒慢速牵引力30KN台班130.962.9238382.90.571.40448183.931866 交流电焊机容量30KVA以内台班213.9241.51738881.383.27.88481686.720.51.4195303.66123.0054921.231998 小型机具使用费元1254.7254.71536.9636.96719.87319.877161.035161.041700 起重机汽车式起重量12t以内台班531.722.30051223.220.12.30051223.22一工料机合计元16381913230.1613644.61113340.691 人工费元11833800.331107.218372.92 材料费元14124410522.2212213.8798662.33 机械费元107421907.61323.536305.49二定额基价元1145179067.49579.2879502.08三其他费用元1432113.34119.74993.771 冬季施工增加费%7569067.40.6659.849579.280.6663.2279502.080.66524.712 雨季施工增加费%1039067.40.098.169579.280.098.6279502.080.0971.553 夜间施工增加费%5739067.40.545.349579.280.547.979502.080.5397.514 高原地区施工人工增加费%0800001107008373005 高原地区施工机械增加费%0102200175003844006 魇始森林地区施工增加费%01822001283001221700分项工程成本计算表代码403-2-ac2-24-19c2-25-3c2-26-4代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额7 沿海地区施工增加费%045.340047.900397.51008 行车干扰施工增加费%45045.342.491.1347.92.491.19397.512.499.9四合计元16570013388.8913796.3114638.63分项工程成本计算表代码c2-24-10名称圆柱式墩台砼钢筋单位1t钢筋数量4.604费率9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日2812.0455.432161552.116 级钢筋(10mm以内)t42000.1640.7550563171.2417 级低合金钢筋t41300.8613.96404416371.542 电焊条(3.2、4mm)kg5.4110.548.342261.53154 20-22号镀镜铁丝kg6.51.46.445641.91709 电动卷扬机单筒慢速牵引力30KN台班130.960.331.51932198.971866 交流电焊机容量30KVA以内台班213.9229.2081969.781998 小型机具使用费元1836.83236.83一工料机合计元23603.841 人工费元1552.12 材料费元19846.163 机械费元2205.58二定额基价元16368.51三其他费用元612.181 冬季施工增加费%16368.510.66108.032 雨季施工增加费%16368.510.0914.733 夜间施工增加费%16368.510.581.844 高原地区施工人工增加费%1552005 高原地区施工机械增加费%1177006 魇始森林地区施工增加费%7 沿海地区施工增加费%16368.51008 行车干扰施工增加费%16368.512.49407.58四合计元23876分项工程成本计算表代码403-2-bc2-24-19c2-25-3c2-26-4名称带肋钢筋（HRB335级）肋形埋置式桥台高8-14m钢筋墩台帽及拱座钢筋盖梁钢筋单位t1t钢筋1t钢筋1t钢筋数量157.1798.4113.60984.258费率9构造物II9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额4 普工工日271236.970133398.1912.03101.17232731.6513.48 1135.797830666.542 普工工日26204.1355307.5115204.1355307.515 普工工日28612.8600817160.0816 级钢筋(10mm以内)t420033.114008 139078.830.0820.689622896.40.3084.19157217604.60.236 19.88488883516.5317 级低合金钢筋t4130127.99447 528617.150.9437.9306332753.50.7179.75765340299.110.789 66.479562 274560.5942 电焊条(3.2、4mm)kg5.411082.36385855.59433.64181.993.2444.09316238.545.58 470.159642543.56154 20-22号镀镜铁丝kg6.5260.091411690.591.512.615824.5962.46531406.021.35113.7483739.361709 电动卷扬机单筒慢速牵引力30KN台班130.9621.591362827.60.574.7937627.781866 交流电焊机容量30KVA以内台班213.92219.778547015.023.226.9125757.020.56.80451455.62184.25818024.471998 小型机具使用费元11218.4351218.4415126.15126.15795.26395.267589.806589.811700 起重机汽车式起重量12t以内台班531.728.42584480.170.18.42584480.17一工料机合计元78665045156.565406.67415121.031 人工费元558662731.655307.5130666.542 材料费元67524335913.958548.28361360.053 机械费元555416510.951550.8823094.44二定额基价元54902230948.4145919.13291183.92三其他费用元6863386.855743639.81 冬季施工增加费%362330948.410.66204.2645919.130.66303.07 291183.920.661921.812 雨季施工增加费%49430948.410.0927.8545919.130.0941.33 291183.920.09262.073 夜间施工增加费%274630948.410.5154.7445919.130.5229.6 291183.920.51455.924 高原地区施工人工增加费%027320053080030667005 高原地区施工机械增加费%03488008410014079006 魇始森林地区施工增加费%06220006147004474600分项工程成本计算表代码403-2-bc2-24-19c2-25-3c2-26-4代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额7 沿海地区施工增加费%0154.7400229.6001455.92008 行车干扰施工增加费%2174154.742.493.85229.62.495.721455.922.4936.25四合计元79568645698.2766133.8419874.87分项工程成本计算表代码c2-24-10名称圆柱式墩台砼钢筋单位1t钢筋数量50.902费率9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日2812.04 612.8600817160.0816 级钢筋(10mm以内)t42000.1648.34792835061.317 级低合金钢筋t41300.861 43.826622 181003.9542 电焊条(3.2、4mm)kg5.4110.5534.4712891.49154 20-22号镀镜铁丝kg6.51.471.2628463.211709 电动卷扬机单筒慢速牵引力30KN台班130.960.3316.797662199.821866 交流电焊机容量30KVA以内台班213.922101.80421777.911998 小型机具使用费元18407.216407.22一工料机合计元260964.971 人工费元17160.082 材料费元219419.943 机械费元24384.95二定额基价元180970.85三其他费用元6768.31 冬季施工增加费%180970.850.661194.412 雨季施工增加费%180970.850.09162.873 夜间施工增加费%180970.850.5904.854 高原地区施工人工增加费%17161005 高原地区施工机械增加费%13011006 魇始森林地区施工增加费%7 沿海地区施工增加费%180970.85008 行车干扰施工增加费%180970.852.494506.17四合计元3E+05分项工程成本计算表代码403-3-ac2-43-2名称光圆钢筋（R235级）预制钢筋单位t1t钢筋数量121.486121.486费率9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日281579.31844220.9131579.31844220.916 级钢筋(10mm以内)t420028.306238118886.20.233 28.306238118886.217 级低合金钢筋t413096.216912 397375.850.792 96.216912 397375.8542 电焊条(3.2、4mm)kg5.411251.30586769.5610.3 1251.30586769.56154 20-22号镀镜铁丝kg6.5194.37761263.451.6194.37761263.451709 电动卷扬机单筒慢速牵引力30KN台班130.9685.040211136.860.785.040211136.861866 交流电焊机容量30KVA以内台班213.92255.120654575.42.1255.120654575.41879 交流对焊机容量100KVA以内台班509.5160.74330949.170.560.74330949.171998 小型机具使用费元11457.8321457.83121457.8321457.83一工料机合计元666635666635.221 人工费元4422144220.92 材料费元524295524295.063 机械费元9811998119.26二定额基价元453988453988.57三其他费用元804716979.171 冬季施工增加费%2996 453988.570.662996.322 雨季施工增加费%408 453988.570.09408.593 夜间施工增加费%2269 453988.570.52269.944 高原地区施工人工增加费%044221005 高原地区施工机械增加费%051090006 魇始森林地区施工增加费%07 沿海地区施工增加费%0 453988.57008 行车干扰施工增加费%2374 453988.572.4911304.32分项工程成本计算表代码403-3-ac2-43-2代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额四合计元674682674682.46分项工程成本计算表代码403-3-bc2-43-2名称带肋钢筋（HRB335级）预制钢筋单位1t钢筋数量366.209366.209费率9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日284760.717 133300.08134760.717 133300.0816 级钢筋(10mm以内)t420085.326697 358372.130.233 85.326697 358372.1317 级低合金钢筋t4130290.0375311978550.792 290.03753119785542 电焊条(3.2、4mm)kg5.413771.952720406.2610.3 3771.952720406.26154 20-22号镀镜铁丝kg6.5585.93443808.571.6585.93443808.571709 电动卷扬机单筒慢速牵引力30KN台班130.96256.346333571.110.7256.346333571.111866 交流电焊机容量30KVA以内台班213.92769.0389164512.82.1769.0389164512.81879 交流对焊机容量100KVA以内台班509.51183.104593293.570.5183.104593293.571998 小型机具使用费元14394.5084394.51124394.5084394.51一工料机合计元200951320095141 人工费元133300133300.082 材料费元158044115804423 机械费元295772295771.99二定额基价元13685081368509.1三其他费用元2425851182.251 冬季施工增加费%9031 1368509.10.669032.162 雨季施工增加费%1230 1368509.10.091231.663 夜间施工增加费%6841 1368509.10.56842.554 高原地区施工人工增加费%0133300005 高原地区施工机械增加费%0154006006 魇始森林地区施工增加费%07 沿海地区施工增加费%0 1368509.1008 行车干扰施工增加费%7156 1368509.12.4934075.88分项工程成本计算表代码403-3-bc2-43-2代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额四合计元20337712033771.7分项工程成本计算表代码403-3-cc2-33-7名称其他钢筋（D5冷扎钢筋网）桥面铺装钢筋单位t1t钢筋数量17.68517.685费率9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日28212.225942.1612212.225942.1616 级钢筋(10mm以内)t420018.12712576133.931.025 18.12712576133.9342 电焊条(3.2、4mm)kg5.41268.8121454.2715.2268.8121454.27154 20-22号镀镜铁丝kg6.521.222137.941.221.222137.941866 交流电焊机容量30KVA以内台班213.9251.286510971.212.951.286510971.211998 小型机具使用费元1212.22212.2212212.22212.22一工料机合计元9485194851.731 人工费元59425942.162 材料费元7772677726.143 机械费元1118311183.43二定额基价元6230762306.73三其他费用元10722330.271 冬季施工增加费%41162306.730.66411.222 雨季施工增加费%5662306.730.0956.083 夜间施工增加费%31262306.730.5311.534 高原地区施工人工增加费%05942005 高原地区施工机械增加费%05829006 魇始森林地区施工增加费%07 沿海地区施工增加费%062306.73008 行车干扰施工增加费%29362306.732.491551.44四合计元9592495923.62分项工程成本计算表代码403-4-ac2-49-5b1-1-7名称光圆钢筋（R235级）预制小型构件钢筋防撞护栏钢筋制作与安装单位t1t钢筋1t钢筋数量10.7426.234.512费率9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额5 普工工日2893.452616.61593.452616.62 普工工日26109.64162850.6824.3109.64162850.6816 级钢筋(10mm以内)t420011.0105546244.311.0256.3857526820.151.0254.624819424.16154 20-22号镀镜铁丝kg6.554.7842356.15.131.773206.525.123.0112149.571998 小型机具使用费元1160.2104160.211062.362.321.797.910497.91一工料机合计元5222729705.5722522.321 人工费元54672616.62850.682 材料费元4660027026.6719573.733 机械费元16062.397.91二定额基价元3571220126.9515585.12三其他费用元587752.74582.891 冬季施工增加费%23620126.950.66132.8415585.120.66102.862 雨季施工增加费%3220126.950.0918.1115585.120.0914.033 夜间施工增加费%17920126.950.5100.6315585.120.577.934 高原地区施工人工增加费%02617002851005 高原地区施工机械增加费%0620098006 魇始森林地区施工增加费%02679007 沿海地区施工增加费%020126.950015585.12008 行车干扰施工增加费%14020126.952.49501.1615585.122.49388.07四合计元5281430023.8722790.56分项工程成本计算表代码403-4-bc2-23-8b1-1-7名称带肋钢筋（HRB335级）承台钢筋防撞护栏钢筋制作与安装单位t1t钢筋1t钢筋数量43.5711.21332.357费率9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额4 普工工日27118.745673206.1310.59 118.745673206.132 普工工日26786.275120443.1524.3786.275120443.1516 级钢筋(10mm以内)t420033.737788 141698.710.0510.5718632401.821.025 33.165925 139296.8917 级低合金钢筋t413010.92146245105.640.974 10.92146245105.6442 电焊条(3.2、4mm)kg5.4151.5798279.054.651.5798279.05154 20-22号镀镜铁丝kg6.5215.47921400.614.550.4585327.985.1165.02071072.631866 交流电焊机容量30KVA以内台班213.928.97041918.950.88.97041918.951998 小型机具使用费元1702.1469702.1521.7702.1469702.15一工料机合计元21475453239.57161514.821 人工费元236493206.1320443.152 材料费元18848448114.49140369.523 机械费元26211918.95702.15二定额基价元14923237465.8111765.93三其他费用元24961401.224180.051 冬季施工增加费%98537465.80.66247.27 111765.930.66737.662 雨季施工增加费%13437465.80.0933.72 111765.930.09100.593 夜间施工增加费%74637465.80.5187.33 111765.930.5558.834 高原地区施工人工增加费%032060020443005 高原地区施工机械增加费%098300702006 魇始森林地区施工增加费%04188007 沿海地区施工增加费%037465.800 111765.93008 行车干扰施工增加费%63137465.82.49932.9 111765.932.492782.97四合计元2E+05538122E+05分项工程成本计算表代码405-1-dc2-7-2b2-14-9c2-16-1名称钻孔灌注桩，桩径1.6m筑岛填心砂冲击钻机冲孔桩径160cm以内砾石钢护筒埋设拆除 干处单位m10m3筑岛实体10m1t数量729.524079.359.47费率9构造物II9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额1 普工工日25960240004960240003 普工工日26.54360.66 115557.49544284.9 113549.85875.762007.642 普工工日262347.261027.242 电焊条(3.2、4mm)kg5.41119.025643.931.5119.025643.93268 水m313652.83652.8221745.71745.7391 其它材料费元1226.05226.05179.3579.35392 设备摊销费元145814581302380.52380.552 钢护筒t50000.94747350.10.9474735243 425号水泥t360671.886 241878.96286 中粗砂m338988.75837572.8321 碎石(最大粒径4cm)m3381452.3355188.541780 电动冲击钻机30型台班741952.2705580.212952.2705580.21998 小型机具使用费元1396.75396.755396.75396.751710 电动卷扬机单筒慢速牵引力50KN台班172.072.841488.850.32.841488.851569 强制及反转式砼搅拌机电动出料容量250L内台班173.7973.3512747.51700 起重机汽车式起重量12t以内台班531.7273.3539001.66一工料机合计元130727824000824376.287231.491 人工费元20058324000113549.852007.642 材料费元34848204849.4847353 机械费元7582130705976.95488.85二定额基价元104290024000612115.037040.58三其他费用元13036158.44039.9646.471 冬季施工增加费%6879240000.66158.4 612115.030.664039.967040.580.6646.47分项工程成本计算表代码405-1-dc2-7-2b2-14-9c2-16-1代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额2 雨季施工增加费%94100.09000.09000.0903 夜间施工增加费%521600.5000.5000.504 高原地区施工人工增加费%02400100113547002006005 高原地区施工机械增加费%000049458600299006 魇始森林地区施工增加费%02400100608140002305007 沿海地区施工增加费%00000000008 行车干扰施工增加费%1844202.49002.49002.490四合计元133875724897.6847169.567376.95分项工程成本计算表代码c2-15-3名称灌注桩砼冲击钻孔超重机配吊斗单位10m3数量146.7费率9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额2 普工工日26162347.261027.2268 水m31131907.11907.1391 其它材料费元11146.7146.7392 设备摊销费元1152200.52200.5243 425号水泥t3604.58671.886 241878.96286 中粗砂m3386.74988.75837572.8321 碎石(最大粒径4cm)m3389.91452.3355188.541569 强制及反转式砼搅拌机电动出料容量250L内台班173.790.573.3512747.51700 起重机汽车式起重量12t以内台班531.720.573.3539001.66一工料机合计元451670.961 人工费元61027.22 材料费元338894.63 机械费元51749.16二定额基价元399747.96三其他费用元14950.571 冬季施工增加费%399747.960.662638.342 雨季施工增加费%399747.960.09359.773 夜间施工增加费%399747.960.51998.744 高原地区施工人工增加费%61030005 高原地区施工机械增加费%45171006 魇始森林地区施工增加费%7 沿海地区施工增加费%399747.96008 行车干扰施工增加费%399747.962.499953.72分项工程成本计算表代码c2-15-3代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额四合计元459311.1分项工程成本计算表代码405-1-hc2-14-9c2-14-6c2-16-1名称钻孔灌注桩，桩径1.2m冲击钻机冲孔桩径150cm以内砾石 冲击钻机冲孔桩径150cm以内砂土钢护筒埋设拆除 干处单位m10m10m1t数量2401612.813.4费率9构造物II9构造物II9构造物II代码名称单位单价定额数量数量金额定额数量数量金额定额数量数量金额定额数量数量金额3 普工工日26.51086.428789.654864228969115.23052.88107.22840.82 普工工日26435.211315.242 电焊条(3.2、4mm)kg5.4126.56143.691.524129.840.22.5613.85268 水m311012.81012.82235235224307.2307.2391 其它材料费元1565611616112.812.8392 设备摊销费元11195.21195.23048048024307.2307.252 钢护筒t50001.3467000.11.346700243 425号水泥t360124.57644847.36286 中粗砂m338183.3286966.46321 碎石(最大粒径4cm)m338269.28