铁路电力牵引供电工程预算实训(范本)

'姓名曹原班级电化2班班号11北京至上海铁路电气化改造铁路工程——上海枢纽站接触网工程个别概（预）算表建设名称北京至上海铁路电气化改造工程电力牵引供电概算编号SHGBGS-18-01工程名称第一部分：静态投资所属章节第七章第19节概算价值11307930.64元工程地点上海枢纽站编制依据编制说明概算指标56253.04元/条公里定额编号设备及安装工程名称单位数量设备费(元)安装工程（元）工程总量201.02条公里定额直接费用其中：人工费其中：材料费其中：机械费单价合价单价合价单价合价单价合价单价合价一、接触网正线公里(一)接触导线条公里201.019I、建筑工程(上海枢纽站)正线公里1.砼柱钢柱下部工程元HY-7人工开挖硬土基础坑(J13-1K-8)个647148.3095950.159.6638600.0288.6457350.080.000.00HY-13人工开挖硬土基础坑(J15-10∏-6)个72358.3725802.64222.1515994.8136.229807.840.000.00HY-28人工开挖硬土电缆防护个1440149.33215035.28.2411865.6141.09203169.60.000.00HY-29人工开挖硬土电缆移设个1080100.6010864876.1382220.424.4726427.60.000.00HY-30人工开挖流沙坑（H38-H93、锚板坑）个32125.684021.76116.423725.449.26296.320.000.00HY-33人力打眼、爆破开挖软石钢筋混泥土柱坑（H38-H93、锚板坑）个500206.69103345120.656032586.11430550.000.00HY-39人力打眼、爆破开挖软石改移侧沟个34869.1624067.6827.389528.2441.7814539.440.000.00 HY-58人力打眼、爆破开挖次坚石钢筋混泥土柱坑（H38-H93、锚板坑）个35379.2413273.4273.359567.25105.893706.150.000.00HY-60人力打眼、爆破开挖次坚石钢筋混泥土柱坑（圆柱）个998383.07382303.86273.35272803.3109.72109500.560.000.00HY-83人力打眼、爆破开挖软石钢筋混泥土柱坑（H38-H93、锚板坑）个60567.7034062317.4319045.8134.498069.4115.786946.81006509.64523675.85475921.996946.8基础浇制HY-110混凝土柱基础加固(H38-H93)个535110.8959326.1532.2817269.878.6142056.350.000.00HY-111混凝土柱基础加固(H90-H170)个92248.1222827.0472.796696.28175.3316130.360.000.00HY-112基础(J13-1K-8)个6471060.42686091.74280.03181179.41768.02496908.940.000.00HY-118基础(J15-10∏-6)个722417.83174083.76765.5255117.441625.51117036.7226.801929.6942328.69260262.93872132.371929.62.立杆工程立杆HY-147机械安装(H78)个5351653.87884820.456.463456.11564.54837028.982.8744335.45HY-151机械安装(H90)个922736.45251753.411.131023.962582.60237599.2142.7213130.24HY-183机械安装（GQ80/9+3）个9982948.252942353.514.0213991.962754.682749170.6179.55179190.9 4078927.35138472.023823798.7236656.59支柱整正、回填HY-225支柱整正、回填（H38-H93）处53542.3122635.8540.5121672.851.80963.00.000.00HY-225支柱整正、回填（圆柱）处99842.3142225.3840.5140428.981.801796.40.000.00HY-226支柱整正、回填（H90-H170）处92102.429422.64100.629257.041.80165.60.000.00HY233支柱整正、回填(钢柱、硬横梁、桥底座、斜腿桥钢柱)处71932.0923072.7116.9212165.4815.9811489.620.000.00HY-234支柱整正、回填混凝土柱横卧板（I型）块162584.641375406.681085577.961266850.000.00HY-236支柱整正、回填混凝土柱底板块162594.59153708.753.56578591.03147923.750.000.00HY-237支柱整正、回填圆柱锚板带拉杆处998296.48295887.0425.6025548.8270.88270338.240.000.00HY-238支柱整正、回填圆柱横卧板块99895.8595658.37.797774.4288.0687883.880.000.00HY-242支柱整正、回填圆柱底板块99861.8361706.347.127105.7654.7154600.580.000.00HY-322双线路腕臂、腕臂安装、混凝土柱个3212401.09770749.8968.1221866.522267.09727735.8965.8821147.48HY-432链形悬挂、定位软横跨节点（D6）个92363.5233443.8438.293522.68273.7625185.9251.474735.24HY-715支柱防护钢柱根30260.727821.693.052791.5167.675030.10.000.001653872.34168774.031459797.9825882.72 以上合计7681638.021091184.836631651.04271415.71序号费用名称单位数量单价合价计算式1基期人工费元1091184.83按设计工程量和基期价格水平计列2基期材料费元6631651.043基期施工机械费用费元271415.714定额直接工程费元7994251.58（1）＋（2）＋（3）5运杂费%单独计列的运杂费，按施工组织设计的材料供应方案及本办法的有关规定计算6人工费价差工日基期至编制期价差按有关规定计列7材料费价差元17555348施工机械使用费价差元1075.009价差合计元1756609（6）＋（7）＋（8）11直接工程费元9750860.58（4）＋（5）＋（9）＋（10）12施工措施费%342285.2556[（1）＋（3）]×费率 13特殊施工增加费元（编制期人工费＋编制期施工机械使用费）×费率或编制期人工费×费率14大型临时设施和过渡工程费元015直接费元10093115.84（11）＋（12）＋（13）+（14）16间接费元947007.3753[（1）＋（3）]×费率17税金元268707.4279[（4）＋（5）]×费率18单项概（预）算价值元11307930.64（15）＋（16）＋（17）'