姓名 曹原 班級 電化2班 班號 11 北京至上海鐵路電氣化改造鐵路工程上海樞紐站接觸網工程個別概（預）算表建設名稱北京至上海鐵路電氣化改造工程電力牽引供電概算編號SHGBGS-18-01工程名稱第一部分：靜態投資所屬章節第七章 第19節概算價值11307930.64元工程地點上海樞紐站編制依據編制說明概算指標56253.04元/條公里定額編號設 備 及 安 裝 工 程 名 稱單位數量設備費(元)安裝工程（元）工程總量201.02條公里定額直接費用其中：人工費其中：材料費其中：機械費單 價合 價單 價合 價單 價合 價單 價合 價單 價合 價一、接觸網正線公里(一)接觸導線條公里201.019I、建筑工程(上海樞紐站)正線公里1.砼柱鋼柱下部工程元HY-7人工開挖硬土基礎坑(J13-1 K-8)個647148.3095950.159.6638600.0288.6457350.080.000.00HY-13人工開挖硬土基礎坑(J15-10-6)個72358.3725802.64222.1515994.8136.229807.840.000.00HY-28人工開挖硬土電纜防護個1440149.33215035.28.2411865.6141.09203169.60.000.00HY-29人工開挖硬土電纜移設個1080100.6010864876.1382220.424.4726427.60.000.00HY-30人工開挖流沙坑（H38-H93、錨板坑）個32125.684021.76116.423725.449.26296.320.000.00HY-33人力打眼、爆破開挖軟石鋼筋混泥土柱坑（H38-H93、錨板坑）個500206.69103345120.656032586.11430550.000.00HY-39人力打眼、爆破開挖軟石改移側溝個34869.1624067.6827.389528.2441.7814539.440.000.00HY-58人力打眼、爆破開挖次堅石鋼筋混泥土柱坑（H38-H93、錨板坑）個35379.2413273.4273.359567.25105.893706.150.000.00HY-60人力打眼、爆破開挖次堅石鋼筋混泥土柱坑（圓柱）個998383.07382303.86273.35272803.3109.72109500.560.000.00HY-83人力打眼、爆破開挖軟石鋼筋混泥土柱坑（H38-H93、錨板坑）個60567.7034062317.4319045.8134.498069.4115.786946.81006509.64523675.85475921.996946.8基礎澆制HY-110混凝土柱基礎加固(H38-H93)個535110.8959326.1532.2817269.878.6142056.350.000.00HY-111混凝土柱基礎加固(H90-H170)個92248.1222827.0472.796696.28175.3316130.360.000.00HY-112基礎(J13-1 K-8)個6471060.42686091.74280.03181179.41768.02496908.940.000.00HY-118基礎(J15-10-6)個722417.83174083.76765.5255117.441625.51117036.7226.801929.6942328.69260262.93872132.371929.62.立桿工程立桿HY-147機械安裝(H78)個5351653.87884820.456.463456.11564.54837028.982.8744335.45HY-151機械安裝(H90)個922736.45251753.411.131023.962582.60237599.2142.7213130.24HY-183機械安裝（GQ80/9+3）個9982948.252942353.514.0213991.962754.682749170.6179.55179190.94078927.35138472.023823798.7236656.59支柱整正、回填HY-225支柱整正、回填（H38-H93）處53542.3122635.8540.5121672.851.80963.00.000.00HY-225支柱整正、回填（圓柱）處99842.3142225.3840.5140428.981.801796.40.000.00HY-226支柱整正、回填（H90-H170）處92102.429422.64100.629257.041.80165.60.000.00HY233支柱整正、回填(鋼柱、硬橫梁、橋底座、斜腿橋鋼柱)處71932.0923072.7116.9212165.4815.9811489.620.000.00HY-234支柱整正、回填混凝土柱橫臥板（I型）塊162584.641375406.681085577.961266850.000.00HY-236支柱整正、回填混凝土柱底板塊162594.59153708.753.56578591.03147923.750.000.00HY-237支柱整正、回填圓柱錨板帶拉桿處998296.48295887.0425.6025548.8270.88270338.240.000.00HY-238支柱整正、回填圓柱橫臥板塊99895.8595658.37.797774.4288.0687883.880.000.00HY-242支柱整正、回填圓柱底板塊99861.8361706.347.127105.7654.7154600.580.000.00HY-322雙線路腕臂、腕臂安裝、混凝土柱個3212401.09770749.8968.1221866.522267.09727735.8965.8821147.48HY-432鏈形懸掛、定位軟橫跨節點（D6）個92363.5233443.8438.293522.68273.7625185.9251.474735.24HY-715支柱防護鋼柱根30260.727821.693.052791.5167.675030.10.000.001653872.34168774.031459797.9825882.72以上合計7681638.021091184.836631651.04271415.71序號費用名稱單位數量單價合價計算式1基期人工費元1091184.83按設計工程量和基期價格水平計列2基期材料費元6631651.043基期施工機械費用費元271415.714定額直接工程費元7994251.58（1）（2）（3）5運雜費%單獨計列的運雜費，按施工組織設計的材料供應方案及本辦法的有關規定計算6人工費價差工日基期至編制期價差按有關規定計列7材料費價差元17555348施工機械使用費價差元1075.009價差合計元1756609（6）（7）（8）11直接工程費元9750860.58（4）（5）（9）（10）12施工措施費%342285.2556（1）（3）費率13特殊施工增加費元（編制期人工費編制