1、第八章 改（擴）建隧道,第一節 洞身開挖,一、拱上開挖,工作內容：測量，搭、拆腳手架，制、安拆支撐，線路防護，人力挖鑿、鉆孔、爆破，, 修整路面，清理線路。,單價分析表,封鎖時間2.0h,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,VI類圍巖,人力施工,機械施工,木支撐,其他支護,木支撐,其他支護,不支護,章節,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-585,定額編號：SY-586,定額編號：SY-587,定額編號：SY-588,定額編

2、號：SY-589,定額編號：SY-590,定額編號：SY-591,定額編號：SY-592,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46,53.38 ,1198.91 ,50.11 ,1125.47 ,33.89 ,761.17 ,52.27 ,1173.98 ,33.42 ,750.61 ,36.74 ,825.18 ,41.10 ,923.11

3、,56.14 ,1260.90 ,2,76,原木,m3,0.623 ,0.623 ,0.370 ,3,163,厚板=3565,m3,0.469 ,0.469 ,0.298 ,4,1591,碳素工具鋼（六角）實心,kg,0.93 ,0.80 ,0.80 ,5,1592,合金工具鋼空心,kg,0.20 ,0.20 ,1.30 ,1.30 ,2.30 ,3.80 ,5.00 ,6,7112,合金鉆頭43,個,0.04 ,0.04 ,0.25 ,0.23 ,0.75 ,1.13 ,1.53 ,7,1882,鍍鋅低碳鋼絲2.85,kg ,0.41 ,0.41 ,0.39 ,8,3077,鐵件,kg ,1

4、0.80 ,10.80 ,6.30 ,9,4570,巖石硝銨炸藥2號,kg ,3.70 ,7.40 ,8.00 ,10.90 ,12.00 ,17.00 ,20.30 ,23.50 ,10,4579,火雷管8號 金屬殼,個,7.00 ,14.00 ,15.00 ,20.00 ,23.00 ,30.00 ,31.00 ,36.00 ,11,4587,導火索 棉紗,m,11.00 ,22.00 ,24.00 ,32.00 ,35.00 ,50.00 ,49.00 ,57.00 ,12,18956,照明及其他材料費,元,11.12 ,11.12 ,11.12 ,6.06 ,6.06 ,7.22 ,8

5、.13 ,9.05 ,13,18992,水,t,14.60 ,14.60 ,14.60 ,14.60 ,14.60 ,14,料費合計,15,19061,氣腿式鑿巖機,臺班,0.494 ,0.548 ,1.153 ,1.280 ,1.830 ,2.743 ,3.658 ,16,19062,氣動鍛釬機d90mm,臺班,0.035 ,0.038 ,0.081 ,0.090 ,0.128 ,0.192 ,0.257 ,17,19064,鉆頭磨床,臺班,0.035 ,0.038 ,0.081 ,0.090 ,0.128 ,0.192 ,0.257 ,18,19106,電動空壓機10m3/min,臺班,0

6、.427 ,0.471 ,0.993 ,1.106 ,1.577 ,2.362 ,3.149 ,19,機械費合計,元,20,工、料、機合計,元,重量,t,0.702 ,0.706 ,0.009 ,0.439 ,0.014 ,0.021 ,0.025 ,0.030 ,基價,元,2691.38,2780.83,991.24,2481.77,1215.05,1494.29,1882.39,2514.97,其中,人工費,元,1198.91,1125.47,761.17,1173.98,750.61,825.18,923.11,1260.90,材料費,元,1492.47,1516.33,76.79,98

7、4.5,104.44,155.81,190.40,228.81,機械使用費,元,139.03,153.28,323.29,360.00,513.30,768.88,1025.26,單價分析表,封鎖時間0.5h,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,VI類圍巖,人力施工,機械施工,木支撐,其他支護,木支撐,其他支護,不支護,章節,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-593,定額編號：SY-594,定額編號：SY-595,定額編號

8、：SY-596,定額編號：SY-597,定額編號：SY-598,定額編號：SY-599,定額編號：SY-600,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46,6.41 ,143.97 ,6.01 ,134.98 ,4.07 ,91.41 ,6.27 ,140.82 ,4.01 ,90.06 ,4.41 ,99.05 ,4.93 ,110.73 ,6

9、.74 ,151.38 ,2,19061,氣腿式鑿巖機,臺班,0.06 ,0.066 ,0.138 ,0.154 ,0.220 ,0.327 ,0.439 ,3,19062,氣動鍛釬機d90mm,臺班,0.004 ,0.005 ,0.010 ,0.011 ,0.015 ,0.023 ,0.031 ,4,19064,鉆頭磨床,臺班,0.004 ,0.005 ,0.010 ,0.011 ,0.015 ,0.023 ,0.031 ,5,19106,電動空壓機10m3/min,臺班,0.051 ,0.057 ,0.119 ,0.133 ,0.189 ,0.283 ,0.378 ,6,機械費合計,元,7

10、,工、料、機合計,元,重量,t,基價,元,143.97,151.55,110.03,179.61,133.38,160.51,202.84,274.48,其中,人工費,元,143.97,134.98,91.41,140.82,90.06,99.05,110.73,151.38,材料費,元,機械使用費,元,16.57,18.62,38.79,43.32,61.46,92.11,123.10,二、拱下開挖,工作內容：測量，搭、拆腳手架，制、安拆支撐，線路防護，人力挖鑿、鉆孔、爆破，, 修整路面，清理線路。,單價分析表,封鎖時間2.0h,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,VI類圍巖

11、,人力施工,機械施工,木支撐,其他支護,木支撐,其他支護,不支護,章節,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-601,定額編號：SY-602,定額編號：SY-603,定額編號：SY-604,定額編號：SY-605,定額編號：SY-606,定額編號：SY-607,定額編號：SY-608,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位

12、,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46 ,48.11 ,1080.55 ,45.21 ,1015.42 ,31.09 ,698.28 ,46.92 ,1053.82 ,30.39 ,682.56 ,33.16 ,744.77 ,36.88 ,828.32 ,50.08 ,1124.80 ,2,76,原木,m3,0.056 ,0.056 ,0.046 ,3,169,大方,m3,0.005 ,0.005 ,0.01 ,4,1591,碳素工具鋼（六角）實心,kg,0.96 ,0.82 ,0.82 ,5,1

13、592,合金工具鋼空心,kg,0.22 ,0.22 ,1.40 ,1.40 ,2.30,3.80 ,5.00,6,7112,合金鉆頭43,個,0.04 ,0.04 ,0.25 ,0.25 ,0.75,1.13 ,1.53,7,1454,角鋼A350140*514,kg,2.70 ,2.70 ,2.70 ,2.70 ,2.70 ,2.70 ,2.70 ,2.70 ,8,1882,鍍鋅低碳鋼絲2.85,kg ,0.40 ,0.40 ,0.40 ,0.010 ,0.010 ,0.010 ,0.010 ,9,3077,鐵件,kg ,5.00 ,5.00 ,3.20 ,0.50 ,0.50 ,0.50

14、,0.50 ,10,3496,廢(舊)軌,t,0.010 ,0.010 ,0.010 ,0.010 ,11,3545,平頭螺栓帶帽,kg ,4.70 ,4.70 ,4.70 ,4.70 ,12,3672,素枕 二型,根,0.50 ,0.50 ,0.50 ,0.50 ,13,4570,巖石硝銨炸藥2號,kg ,1.80 ,3.70 ,4.00 ,5.50 ,6.00 ,8.50,10.10 ,11.70,14,4573,抗水硝銨炸藥4號每包150200g,kg ,1.90 ,3.70 ,4.00 ,5.50 ,6.00 ,8.50,10.10 ,11.70,15,4590,非電毫秒雷管導爆管長3

15、m,發,5.90 ,11.80 ,13.00 ,25.70 ,27.50 ,31.30,33.80 ,35.90,16,18956,照明及其他材料費,元,11.12 ,11.12 ,11.12 ,6.06 ,6.06 ,7.22,8.13 ,9.05,17,18992,水,t,14.60 ,14.60 ,14.60 ,14.60 ,14.60 ,18,料費合計,19,19061,氣腿式鑿巖機,臺班,0.437 ,0.484 ,1.019 ,1.130 ,1.616 ,2.424 ,3.230 ,20,19062,氣動鍛釬機d90mm,臺班,0.035 ,0.038 ,0.081 ,0.090

16、,0.128 ,0.192 ,0.257 ,21,19064,鉆頭磨床,臺班,0.035 ,0.038 ,0.081 ,0.090 ,0.128 ,0.192 ,0.257 ,22,19106,電動空壓機10m3/min,臺班,0.375 ,0.416 ,0.877 ,0.974 ,1.393 ,2.086 ,2.781 ,23,機械費合計,元,24,工、料、機合計,元,重量,t,0.089 ,0.092 ,0.048 ,0.088 ,0.053 ,0.059 ,0.064 ,0.068 ,基價,元,1350.20,1432.24,1041.14,1652.66,1246.49,1492.94

17、,1841.53,2402.02,其中,人工費,元,1080.55,1015.42,698.28,1053.82,682.56,744.77,828.32,1124.80,材料費,元,269.65,293.91,206.67,311.59,244.92,292.05,330.08 ,366.32,機械使用費,元,122.91,136.19,287.25,319.01,456.12,683.13,910.90,單價分析表,封鎖時間0.5h,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,VI類圍巖,人力施工,機械施工,木支撐,其他支護,木支撐,其他支護,不支護,章節,清單號：,清單號：,清單

18、號：,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-609,定額編號：SY-610,定額編號：SY-611,定額編號：SY-612,定額編號：SY-613,定額編號：SY-614,定額編號：SY-615,定額編號：SY-616,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量

19、,合價,1,8,人工,工日,22.46 ,5.77 ,129.59 ,5.43 ,121.96 ,3.73 ,83.78 ,5.63 ,126.45 ,3.65 ,81.98 ,3.98 ,89.39 ,4.43 ,99.50 ,6.01 ,134.98 ,2,19061,氣腿式鑿巖機,臺班,0.00 ,0.052 ,0.00 ,0.058 ,0.00 ,0.122 ,0.00 ,0.136 ,0.00 ,0.194 ,0.00 ,0.291 ,0.00 ,0.388 ,0.00 ,3,19062,氣動鍛釬機d90mm,臺班,0.00 ,0.004 ,0.00 ,0.005 ,0.00 ,0.

20、010 ,0.00 ,0.011 ,0.00 ,0.015 ,0.00 ,0.023 ,0.00 ,0.031 ,0.00 ,4,19064,鉆頭磨床,臺班,0.00 ,0.004 ,0.00 ,0.005 ,0.00 ,0.010 ,0.00 ,0.011 ,0.00 ,0.015 ,0.00 ,0.023 ,0.00 ,0.031 ,0.00 ,5,19106,電動空壓機10m3/min,臺班,0.00 ,0.045 ,0.00 ,0.050 ,0.00 ,0.105 ,0.00 ,0.117 ,0.00 ,0.167 ,0.00 ,0.250 ,0.00 ,0.334 ,0.00 ,6,

21、機械費合計,元,7,工、料、機合計,元,重量,t,基價,元,129.59,136.67,100.23,160.90,120.34,144.01,181.37,244.41,其中,人工費,元,129.59,121.96,83.78,126.45,81.98,89.39,99.50,134.98,材料費,元,機械使用費,元,14.71,16.45,34.45,38.36,54.62,81.87,109.43,第二節 洞身襯砌,一、拱上襯砌,工作內容：搭、拆腳手架，模板制、安、拆，線路防護，砼制作、灌筑、振搗及養護，清理線路。,單價分析表,封鎖時間2.0h,普通混凝土,I、II類圍巖,III類圍巖,

22、IV類圍巖,V類圍巖,章節,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-617,定額編號：SY-618,定額編號：SY-619,定額編號：SY-620,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46 ,113.04 ,2538.88 ,115.91 ,2603.34 ,124.95 ,2806.38 ,139.16 ,3125.53 ,2,52,普通水泥425號,kg,3034.00 ,0.00 ,3

23、034.00 ,0.00 ,2695.00 ,0.00 ,2695.00 ,0.00 ,3,163,厚板=3565,m3,0.276 ,0.00 ,0.276 ,0.00 ,0.432 ,0.00 ,0.432 ,0.00 ,4,169,大方,m3,0.008 ,0.00 ,0.008 ,0.00 ,0.014 ,0.00 ,0.014 ,0.00 ,5,300,碎石40以內,m3,9.02 ,0.00 ,9.02 ,0.00 ,9.12 ,0.00 ,9.12 ,0.00 ,6,353,中粗砂,m3,5.95 ,0.00 ,5.95 ,0.00 ,6.06 ,0.00 ,6.06 ,0.00

24、 ,7,3077,鐵件,kg ,3.90 ,0.00 ,3.90 ,0.00 ,5.50 ,0.00 ,5.50 ,0.00 ,8,18956,照明及其他材料費,元,14.86 ,0.00 ,14.86 ,0.00 ,14.86 ,0.00 ,14.86 ,0.00 ,9,18992,水,t,12.00 ,0.00 ,12.00 ,0.00 ,12.00 ,0.00 ,12.00 ,0.00 ,10,料費合計,0.00 ,0.00 ,0.00 ,0.00 ,11,19262,單筒慢速卷揚機10kN,臺班,2.233 ,0.00 ,2.233 ,0.00 ,2.233 ,0.00 ,2.233

25、,0.00 ,12,19501,砼攪拌機250L,臺班,0.687 ,0.00 ,0.687 ,0.00 ,0.687 ,0.00 ,0.687 ,0.00 ,13,19526,砼內部振動器d50mm,臺班,2.107 ,0.00 ,2.107 ,0.00 ,2.107 ,0.00 ,2.107 ,0.00 ,14,19991,其他機械使用費,元,0.79 ,0.00 ,0.77 ,0.00 ,1.10 ,0.00 ,1.41 ,0.00 ,95年,其他機械使用費,元,1.56 ,0.00 ,1.52 ,0.00 ,2.18 ,0.00 ,2.79 ,0.00 ,15,機械費合計,元,16,工

26、、料、機合計,元,重量,t,基價,元,4744.57,4808.99,5136.12,5455.88,其中,人工費,元,2538.88,2603.34,2806.38,3125.53,材料費,元,2002.25,2002.25,2125.69,2125.69,機械使用費,元,203.44,203.40,204.05,204.66,單價分析表,封鎖時間每增減0.5h,普通混凝土,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,章節,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-621,定額編號：SY-622,定額編號：SY-623,定

27、額編號：SY-624,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46 ,13.57 ,304.78 ,13.91 ,312.42 ,14.99 ,336.68 ,16.70 ,375.08 ,2,19262,單筒慢速卷揚機10kN,臺班,0.268 ,0.00 ,0.268 ,0.00 ,0.268 ,0.00 ,0.268 ,0.00 ,3,19501,砼攪拌機250L,臺班,0.082 ,0.00 ,0.082 ,0.00 ,0.082 ,0.00 ,0.

28、082 ,0.00 ,4,19526,砼內部振動器d50mm,臺班,0.253 ,0.00 ,0.253 ,0.00 ,0.253 ,0.00 ,0.253 ,0.00 ,5,19991,其他機械使用費,元,0.10 ,0.00 ,0.09 ,0.00 ,0.13 ,0.00 ,0.17 ,0.00 ,95年,其他機械使用費,元,0.20 ,0.00 ,0.18 ,0.00 ,0.26 ,0.00 ,0.34 ,0.00 ,6,機械費合計,元,7,工、料、機合計,元,重量,t,基價,元,329.17,336.79,361.13,399.61,其中,人工費,元,304.78,312.42,336

29、.68,375.08,材料費,元,機械使用費,元,24.39,24.37,24.45,24.53,二、拱下襯砌,工作內容：搭、拆腳手架，模板制、安、拆，線路防護，砼制作、灌筑、振搗及養護，清理線路。,單價分析表,封鎖時間2.0h,普通混凝土,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,VI類圍巖,章節,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-625,定額編號：SY-626,定額編號：SY-627,定額編號：SY-628,定額編號：SY-629,單位：10m3,單位：10m3,單位：10m3,單位：10

30、m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46 ,101.65 ,2283.06 ,104.18 ,2339.88 ,112.24 ,2520.91 ,124.80 ,2803.01 ,140.27 ,3150.46 ,2,52,普通水泥425號,kg,2797.00 ,0.00 ,2797.00 ,0.00 ,2695.00 ,0.00 ,2695.00 ,0.00 ,2695.00 ,0.00 ,3,76,原木,m3,0.092 ,0.00 ,0.092 ,0.00 ,0.219 ,0

31、.00 ,0.219 ,0.00 ,0.219 ,0.00 ,4,163,厚板=3565,m3,0.177 ,0.00 ,0.177 ,0.00 ,0.420 ,0.00 ,0.420 ,0.00 ,0.420 ,0.00 ,5,169,大方,m3,0.006 ,0.00 ,0.006 ,0.00 ,0.013 ,0.00 ,0.013 ,0.00 ,0.013 ,0.00 ,6,300,碎石40以內,m3,8.96 ,0.00 ,8.95 ,0.00 ,8.96 ,0.00 ,8.94 ,0.00 ,8.94 ,0.00 ,7,353,中粗砂,m3,6.20 ,0.00 ,6.20 ,0.0

32、0 ,6.27 ,0.00 ,6.29 ,0.00 ,6.29 ,0.00 ,8,3077,鐵件,kg ,5.10 ,0.00 ,5.10 ,0.00 ,7.00 ,0.00 ,7.00 ,0.00 ,7.00 ,0.00 ,9,18956,照明及其他材料費,元,14.69 ,0.00 ,14.69 ,0.00 ,15.77 ,0.00 ,15.77 ,0.00 ,15.77 ,0.00 ,10,18992,水,t,12.00 ,0.00 ,12.00 ,0.00 ,12.00 ,0.00 ,12.00 ,0.00 ,12.00 ,0.00 ,11,料費合計,0.00 ,0.00 ,0.00

33、,0.00 ,0.00 ,12,19501,砼攪拌機250L,臺班,0.687 ,0.00 ,0.687 ,0.00 ,0.687 ,0.00 ,0.687 ,0.00 ,0.687 ,0.00 ,13,19526,砼內部振動器d50mm,臺班,1.862 ,0.00 ,1.862 ,0.00 ,1.862 ,0.00 ,1.862 ,0.00 ,1.862 ,0.00 ,14,19991,其他機械使用費,元,0.70 ,0.00 ,0.68 ,0.00 ,0.97 ,0.00 ,1.24 ,0.00 ,3.28 ,0.00 ,95年,其他機械使用費,元,1.39 ,0.00 ,1.35 ,0

34、.00 ,1.92 ,0.00 ,2.46 ,0.00 ,6.49 ,0.00 ,15,機械費合計,元,16,工、料、機合計,元,重量,t,基價,元,4213.99,4266.60,4941.73,5224.16,5575.65,其中,人工費,元,2283.06,2339.88,2520.91,2803.01,3150.46,材料費,元,1865.75,1861.58,2355.11,2354.90,2354.90,機械使用費,元,65.18,65.14,65.71,66.25,70.29,單價分析表,封鎖時間0.5h,普通混凝土,I、II類圍巖,III類圍巖,IV類圍巖,V類圍巖,VI類圍巖

35、,章節,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-630,定額編號：SY-631,定額編號：SY-632,定額編號：SY-633,定額編號：SY-634,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46 ,12.20 ,274.01 ,12.50 ,280.75 ,13.47 ,302.54 ,14.98 ,336.45 ,16.83 ,378.00

36、,2,19501,砼攪拌機250L,臺班,0.082 ,0.00 ,0.082 ,0.00 ,0.082 ,0.00 ,0.082 ,0.00 ,0.082 ,0.00 ,3,19526,砼內部振動器d50mm,臺班,0.223 ,0.00 ,0.223 ,0.00 ,0.223 ,0.00 ,0.223 ,0.00 ,0.223 ,0.00 ,4,19991,其他機械使用費,元,0.08 ,0.00 ,0.08 ,0.00 ,0.12 ,0.00 ,0.15 ,0.00 ,0.39 ,0.00 ,95年,其他機械使用費,元,0.16 ,0.00 ,0.16 ,0.00 ,0.24 ,0.00

37、 ,0.30 ,0.00 ,0.77 ,0.00 ,5,機械費合計,元,6,工、料、機合計,元,重量,t,基價,元,281.79,288.53,310.40,344.37,386.39,其中,人工費,元,274.01,280.75,302.54,336.45,378.00,材料費,元,機械使用費,元,7.78,7.78,7.86,7.92,8.39,第三節 支護,工作內容：1.錨桿：搭、拆腳手架及平臺，制作錨桿及墊板，進料、鉆眼，砂漿制作、灌筑、安裝錨桿。, 2.鋼筋網：鋼筋網制作、進料，搭、拆腳手架及平臺，掛網、點焊、錨固。, 3.噴射砼：搭、拆腳手架，安拆轉移機具設備，砼制作、噴射及養護。

38、,單價分析表,封鎖時間2.0h,普通砂漿錨桿,早強砂漿錨桿,端頭樹脂錨桿,鋼筋網,噴鋼纖維砼,噴砼,章節,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-635,定額編號：SY-636,定額編號：SY-637,定額編號：SY-638,定額編號：SY-639,定額編號：SY-640,單位：100根,單位：100根,單位：100根,單位：t,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工

39、日,22.46 ,193.03 ,4335.45 ,202.69 ,4552.42 ,287.25 ,6451.64 ,93.91 ,2109.22 ,338.87 ,7611.02 ,314.27 ,7058.50 ,2,52,普通水泥425號,kg,370.00 ,0.00 ,0.00 ,0.00 ,0.00 ,7191.80 ,0.00 ,7332.49 ,0.00 ,3,67,快硬水泥425號,kg,0.00 ,370.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,4,76,原木,m3,0.00 ,0.00 ,0.00 ,0.00 ,0.116 ,0.00 ,0.

40、116 ,0.00 ,5,163,厚板=3565,m3,0.242 ,0.00 ,0.242 ,0.00 ,0.242 ,0.00 ,0.00 ,0.233 ,0.00 ,0.233 ,0.00 ,6,169,大方,m3,0.140 ,0.00 ,0.140 ,0.00 ,0.140 ,0.00 ,0.00 ,0.00 ,0.00 ,7,1205,圓鋼筋A369,kg,0.00 ,0.00 ,0.00 ,928.50 ,0.00 ,0.00 ,0.00 ,8,1211,圓鋼筋A31018,kg,0.00 ,0.00 ,0.00 ,101.50 ,0.00 ,0.00 ,0.00 ,9,1222

41、,螺紋鋼25MnSi16以上,kg,952.79 ,0.00 ,952.79 ,0.00 ,952.79 ,0.00 ,0.00 ,0.00 ,0.00 ,10,1592,合金工具鋼空心,kg,14.99 ,0.00 ,14.99 ,0.00 ,14.99 ,0.00 ,0.00 ,0.00 ,0.00 ,11,7112,合金鉆頭43,個,9.50 ,0.00 ,9.50 ,0.00 ,9.50 ,0.00 ,0.00 ,0.00 ,0.00 ,12,1619,鋼纖維,kg ,0.00 ,0.00 ,0.00 ,0.00 ,1571.00 ,0.00 ,0.00 ,13,1633,鋼板=830

42、,0.00 ,0.00 ,168.50 ,0.00 ,0.00 ,0.00 ,0.00 ,14,1884,鍍鋅低碳鋼絲0.51.0,kg ,0.00 ,0.00 ,0.00 ,5.34 ,0.00 ,0.00 ,0.00 ,15,298,碎石10以內,m3,0.00 ,0.00 ,0.00 ,0.00 ,9.59 ,0.00 ,9.78 ,0.00 ,16,353,中粗砂,m3,0.37 ,0.00 ,0.37 ,0.00 ,0.00 ,0.00 ,11.37 ,0.00 ,11.60 ,0.00 ,17,1014,速凝劑,t,0.00 ,0.00 ,0.00 ,0.00 ,0.216 ,0.

43、00 ,0.220 ,0.00 ,18,4265,粘稠劑,kg ,0.00 ,0.00 ,0.00 ,0.00 ,71.92 ,0.00 ,73.33 ,0.00 ,19,4266,樹脂藥包,kg ,0.00 ,0.00 ,55.55 ,0.00 ,0.00 ,0.00 ,0.00 ,20,4631,高壓膠管d38,m,0.00 ,0.00 ,0.00 ,0.00 ,3.63 ,0.00 ,3.37 ,0.00 ,21,4634,扣緊螺母M20,個,0.00 ,0.00 ,101.00 ,0.00 ,0.00 ,0.00 ,0.00 ,22,6839,結構鋼焊條結7073.24.0,kg ,0

44、.00 ,0.00 ,0.00 ,4.330 ,0.00 ,0.00 ,0.00 ,23,18956,照明及其他材料費,元,11.11 ,0.00 ,37.16 ,0.00 ,93.70 ,0.00 ,41.00 ,0.00 ,0.00 ,0.00 ,24,18992,水,t,12.00 ,0.00 ,12.00 ,0.00 ,12.00 ,0.00 ,0.00 ,25.00 ,0.00 ,26.00 ,0.00 ,25,料費合計,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,26,19061,氣腿式鑿巖機,臺班,12.021 ,0.00 ,12.021 ,0.00

45、,12.021 ,0.00 ,0.00 ,0.00 ,0.00 ,27,19062,氣動鍛釬機d90mm,臺班,1.920 ,0.00 ,1.920 ,0.00 ,1.920 ,0.00 ,0.00 ,0.00 ,0.00 ,28,19064,鉆頭磨床,臺班,1.920 ,0.00 ,1.920 ,0.00 ,1.920 ,0.00 ,0.00 ,0.00 ,0.00 ,29,19106,電動空壓機10m3/min,臺班,5.771 ,0.00 ,5.771 ,0.00 ,4.889 ,0.00 ,0.00 ,2.422 ,0.00 ,2.245 ,0.00 ,30,19397,軌道車85kW

46、,臺班,1.017 ,0.00 ,1.017 ,0.00 ,1.017 ,0.00 ,0.671 ,0.00 ,1.525 ,0.00 ,1.525 ,0.00 ,31,19400,軌道平車8t,臺班,1.017 ,0.00 ,1.017 ,0.00 ,1.017 ,0.00 ,1.342 ,0.00 ,3.050 ,0.00 ,3.050 ,0.00 ,32,19410,帶式輸送機10m,臺班,0.00 ,0.00 ,0.00 ,0.00 ,2.420 ,0.00 ,2.244 ,0.00 ,33,19501,砼攪拌機250L,臺班,0.00 ,0.00 ,0.00 ,0.00 ,2.143

47、 ,0.00 ,1.094 ,0.00 ,34,19516,砼噴射機7m3/h,臺班,0.00 ,0.00 ,0.00 ,0.00 ,2.422 ,0.00 ,2.245 ,0.00 ,35,19521,電動灌漿機3m3/h,臺班,1.012 ,0.00 ,1.012 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,36,19752,交流弧焊機30kVA,臺班,0.00 ,0.00 ,0.00 ,0.644 ,0.00 ,0.00 ,0.00 ,37,19902,鋼筋調直機d14mm,臺班,0.00 ,0.00 ,0.00 ,0.180 ,0.00 ,0.00 ,0.00 ,38

48、,19903,鋼筋切斷機d40mm,臺班,0.120 ,0.00 ,0.120 ,0.00 ,0.120 ,0.00 ,0.210 ,0.00 ,0.00 ,0.00 ,39,19904,鋼筋彎曲機d40mm,臺班,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,40,機械費合計,元,41,工、料、機合計,元,重量,t,基價,元,11586.63,11903.80,14473.85,6215.62,21405.87,13919.75,其中,人工費,元,4335.45,4552.42,6451.64,2109.22,7611.02,7058.50,材料費,元,4465.3

49、3,4565.53,5558.21,3656.73,11664.88,4892.39,機械使用費,元,2785.85,2785.85,2464.00,449.67,2129.97,1968.86,單價分析表,封鎖時間每增減0.5h,普通砂漿錨桿,早強砂漿錨桿,端頭樹脂錨桿,鋼筋網,噴鋼纖維砼,噴砼,章節,清單號：,清單號：,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-641,定額編號：SY-642,定額編號：SY-643,定額編號：SY-644,定額編號：SY-645,定額編號：SY-646,單位：100根,單

50、位：100根,單位：100根,單位：t,單位：10m3,單位：10m3,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價,1,8,人工,工日,22.46 ,23.16 ,520.17 ,24.32 ,546.23 ,34.47 ,774.20 ,11.27 ,253.12 ,40.66 ,913.22 ,37.71 ,846.97 ,2,19061,氣腿式鑿巖機,臺班,1.443 ,0.00 ,1.443 ,0.00 ,1.443 ,0.00 ,0.00 ,0.00 ,0.00 ,3,19062,氣動鍛釬機d90mm,臺班,0.23

51、0 ,0.00 ,0.230 ,0.00 ,0.230 ,0.00 ,0.00 ,0.00 ,0.00 ,4,19064,鉆頭磨床,臺班,0.230 ,0.00 ,0.230 ,0.00 ,0.230 ,0.00 ,0.00 ,0.00 ,0.00 ,5,19106,電動空壓機10m3/min,臺班,0.693 ,0.00 ,0.693 ,0.00 ,0.693 ,0.00 ,0.00 ,0.291 ,0.00 ,0.269 ,0.00 ,6,19397,軌道車85kW,臺班,0.122 ,0.00 ,0.122 ,0.00 ,0.122 ,0.00 ,0.081 ,0.00 ,0.183 ,

52、0.00 ,0.183 ,0.00 ,7,19400,軌道平車8t,臺班,0.122 ,0.00 ,0.122 ,0.00 ,0.122 ,0.00 ,0.161 ,0.00 ,0.366 ,0.00 ,0.366 ,0.00 ,8,19410,帶式輸送機10m,臺班,0.00 ,0.00 ,0.00 ,0.00 ,0.290 ,0.00 ,0.290 ,0.00 ,9,19501,砼攪拌機250L,臺班,0.00 ,0.00 ,0.00 ,0.00 ,0.257 ,0.00 ,0.131 ,0.00 ,10,19516,砼噴射機7m3/h,臺班,0.00 ,0.00 ,0.00 ,0.00

53、,0.291 ,0.00 ,0.269 ,0.00 ,11,19521,電動灌漿機3m3/h,臺班,0.121 ,0.00 ,0.121 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,12,機械費合計,元,13,工、料、機合計,元,重量,t,基價,元,853.60,879.66,1100.72,296.24,1168.91,1084.88,其中,人工費,元,520.17,546.23,774.20,253.12,913.22,846.97,材料費,元,機械使用費,元,333.43,333.43,326.52,43.12,255.69,237.91,第四節 整體道床,工作內容：1

54、.過渡段：挖基、清底、回填，模板制、安、拆，砼制作、灌筑、振搗及養護，線路防護及清理。, 2.安裝支承塊：埋設標樁、進料，鋼軌支撐架安、拆，組裝扣件，懸掛支承塊，調整就位，鋼軌, 料的鋪拆倒用，線路防護及清理。, 3.灌筑鋼筋砼道床：模板制、安、拆，伸縮縫制、安，進料，鋼筋砼制作、灌筑、振搗、道床抹, 面整平及養護，線路防護及清理。,單價分析表,封鎖時間2.0h,整體道床過渡段,安裝支承塊,鋼筋砼道床,砼人行道、水溝槽,水泥砂漿,IIII類圍巖,IVVI圍巖,直線,曲線,IIII類圍巖,IVVI圍巖,IIII類圍巖,IVVI圍巖,厚2cm,章節,清單號：,清單號：,清單號：,清單號：,清單號：

55、,清單號：,清單號：,清單號：,清單號：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,工程細目：,定額編號：SY-647,定額編號：SY-648,定額編號：SY-649,定額編號：SY-650,定額編號：SY-651,定額編號：SY-652,定額編號：SY-653,定額編號：SY-654,定額編號：SY-655,單位：（1處）,單位：（1處）,單位：1000m,單位：1000m,單位：10m3,單位：10m3,單位：10m3,單位：10m3,單位：100m2,序號,電算代號,工料機名稱,單位,單價,數量,合價,數量,合價,數量,合價,數量,合

56、價,數量,合價,數量,合價,數量,合價,數量,合價,數量,合價1,5,人工,工日,22.46 ,214.40 ,4815.42 ,130.23 ,2924.97 ,2955.89 ,66389.29 ,2987.62 ,67101.95 ,124.07 ,2786.61 ,129.88 ,2917.10 ,98.29 ,2207.59 ,104.59 ,2349.09 ,31.80 ,714.23 2,52,普通水泥425號,kg,3909.80 ,0.00 ,3270.80 ,0.00 ,622.70 ,0.00 ,651.00 ,0.00 ,4547.00 ,0.00 ,4547.00 ,

57、0.00 ,2859.10 ,0.00 ,2859.10 ,0.00 ,744.00 ,0.00 3,163,厚板=3565,m3,0.411 ,0.00 ,0.411 ,0.00 ,0.00 ,0.00 ,0.091 ,0.00 ,0.007 ,0.00 ,0.106 ,0.00 ,0.266 ,0.00 ,0.00 4,169,大方,m3,0.089 ,0.00 ,0.089 ,0.00 ,0.00 ,0.00 ,0.026 ,0.00 ,0.002 ,0.00 ,0.006 ,0.00 ,0.015 ,0.00 ,0.00 5,297,片石,m3,12.04 ,0.00 ,0.00 ,0

58、.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 6,300,碎石40以內,m3,9.77 ,0.00 ,10.26 ,0.00 ,0.00 ,0.00 ,9.45 ,0.00 ,9.45 ,0.00 ,9.68 ,0.00 ,9.68 ,0.00 ,0.00 7,353,中粗砂,m3,10.44 ,0.00 ,6.99 ,0.00 ,1.52 ,0.00 ,1.59 ,0.00 ,5.82 ,0.00 ,5.82 ,0.00 ,6.68 ,0.00 ,6.68 ,0.00 ,2.27 ,0.00 8,1205,圓鋼筋A369,kg,0.00 ,0.00 ,0.0

59、0 ,0.00 ,0.00 ,0.00 ,7.50 ,0.00 ,18.70 ,0.00 ,0.00 9,1211,圓鋼筋A31018,kg,0.00 ,0.00 ,0.00 ,0.00 ,318.00 ,0.00 ,375.00 ,0.00 ,0.00 ,0.00 ,0.00 10,3076,鐵線釘,kg ,5.70 ,0.00 ,5.70 ,0.00 ,0.00 ,0.00 ,1.60 ,0.00 ,1.20 ,0.00 ,0.50 ,0.00 ,1.20 ,0.00 ,0.00 11,3522,鐵墊板60kg,塊,8.00 ,0.00 ,8.00 ,0.00 ,0.00 ,0.00 ,0

60、.00 ,0.00 ,0.00 ,0.00 ,0.00 12,3527,道釘16*16*165,個,33.00 ,0.00 ,33.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 13,3545,平頭螺栓帶帽,kg ,17.40 ,0.00 ,17.40 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 14,3675,木枕I類,根,4.00 ,0.00 ,4.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 ,0.00 15,3749,螺旋道釘帶螺帽M2