2001版北京市建筑工程預(yù)算定額(EXCEL版)

1、定額號,定額名稱,單位,單價,人工費單價,工日,材料費,機械費1-1,人工場地平整,m2,0.75 ,0.75 ,0.032 ,1-2,人工挖土方,m3,11.33 ,11.33 ,0.483 ,1-3,人工挖基坑,m3,13.21 ,13.21 ,0.563 ,1-4,人工挖溝槽,m3,12.67 ,12.67 ,0.540 ,1-5,人工坑底挖槽,m3,13.91 ,13.91 ,0.593 ,1-6,人工松填回填土,m3,2.02 ,2.02 ,0.086 ,1-7,人工夯填回填土,m3,6.82 ,6.10 ,0.260 ,0.72 1-8,人工回填灰土(2:8),m3,25.86 ,

2、10.67 ,0.455 ,14.80 ,0.39 1-9,人工回填灰土(3:7),m3,33.20 ,10.67 ,0.455 ,22.14 ,0.39 1-10,人工回填人工級配砂石,m3,91.18 ,6.57 ,0.280 ,84.40 ,0.21 1-11,人工回填天然級配砂石,m3,72.04 ,6.33 ,0.270 ,65.50 ,0.21 1-12,人工灰土墊層（2:8）,m3,34.34 ,19.03 ,0.811 ,14.80 ,0.51 1-13,人工灰土墊層（3:7）,m3,41.68 ,19.03 ,0.811 ,22.14 ,0.51 1-14,人工房心回填,m3

3、,9.80 ,9.08 ,0.387 ,0.72 1-15,人工余(虧)土運輸,m3,20.37 ,3.00 ,0.128 ,17.37 1-16,人工地坪原土打夯,m2,0.38 ,0.33 ,0.014 ,0.05 1-17,機挖土方,m3,3.72 ,0.70 ,0.030 ,3.02 1-18,機挖松碎石方,m3,6.14 ,1.36 ,0.058 ,4.78 1-19,機挖槽、坑土方,m3,4.66 ,1.67 ,0.071 ,2.99 1-20,機挖槽、坑石方,m3,7.55 ,2.89 ,0.123 ,4.66 1-21,機挖土石方車運1km,m3,6.93 ,0.56 ,0.0

4、24 ,6.37 1-22,機挖土石方每增1km,m3,0.85 ,0.85 1-23,機挖土方車運5km以內(nèi)(槽深5m以內(nèi)),m3,11.89 ,0.73 ,0.031 ,11.16 1-24,機挖土方車運20km以內(nèi)(槽深5m以內(nèi),m3,23.31 ,0.73 ,0.031 ,22.58 1-25,機挖土方車運30km以內(nèi)(槽深5m以內(nèi)),m3,31.61 ,0.73 ,0.031 ,30.88 1-26,機挖土方車運30km以外(槽深5m以內(nèi)),m3,36.28 ,0.73 ,0.031 ,35.55 1-27,機挖土方車運5km以內(nèi)(槽深13m以內(nèi)),m3,13.07 ,0.82 ,0

5、.035 ,12.25 1-28,機挖土方車運20km以內(nèi)(槽深13m以內(nèi)),m3,25.12 ,0.82 ,0.035 ,24.30 1-29,機挖土方車運30km以內(nèi)(槽深13m以內(nèi)),m3,33.88 ,0.82 ,0.035 ,33.06 1-30,機挖土方車運30km以外(槽深13m以內(nèi)),m3,38.78 ,0.82 ,0.035 ,37.96 1-31,機挖土方車運5km以內(nèi)(槽深13m以外),m3,14.37 ,0.96 ,0.041 ,13.41 1-32,機挖土方車運20km以內(nèi)(槽深13m以外),m3,27.06 ,0.96 ,0.041 ,26.10 1-33,機挖土方

6、車運30km以內(nèi)(槽深13m以外),m3,36.28 ,0.96 ,0.041 ,35.32 1-34,機挖土方車運30km以外(槽深13m以外),m3,41.47 ,0.96 ,0.041 ,40.51 1-35,挖掘機挖石方車運5km以內(nèi),m3,22.47 ,1.50 ,0.064 ,20.97 1-36,挖掘機挖石方車運20km以內(nèi),m3,45.88 ,1.50 ,0.064 ,44.38 1-37,挖掘機挖石方車運30km以內(nèi),m3,60.75 ,1.50 ,0.064 ,59.25 1-38,挖掘機挖石方車運30km以內(nèi),m3,68.19 ,1.50 ,0.064 ,66.69 1-

7、39,鏟運機鏟運土方運距200m以內(nèi)(平均厚度300mm以內(nèi)),m3,6.11 ,0.26 ,0.011 ,5.85 1-40,鏟運機鏟運石方運距200m以內(nèi)(平均厚度300mm以內(nèi)),m3,10.76 ,1.01 ,0.043 ,9.75 1-41,鏟運機鏟運土方運距200m以內(nèi)(平均厚度300mm以外),m3,4.95 ,0.23 ,0.010 ,4.72 1-42,鏟運機鏟運石方運距200m以內(nèi)(平均厚度300mm以外),m3,8.12 ,0.89 ,0.038 ,7.23 1-43,鏟運機鏟運土方每增加50m,m3,0.65 ,0.05 ,0.002 ,0.60 1-44,鏟運機鏟運石

8、方每增加50m,m3,0.76 ,0.16 ,0.007 ,0.60 1-45,推土機推土方推距20m內(nèi)(平均厚度300mm內(nèi)),m3,2.59 ,0.14 ,0.006 ,2.45 1-46,推土機推石方推距20m內(nèi)(平均厚度300mm內(nèi)),m3,5.08 ,0.19 ,0.008 ,4.89 1-47,推土機推土方推距20m內(nèi)(平均厚度300mm外),m3,1.98 ,0.14 ,0.006 ,1.84 1-48,推土機推石方推距20m內(nèi)(平均厚度300mm外),m3,4.47 ,0.19 ,0.008 ,4.28 1-49,推土機推土方 每增加10m,m3,0.66 ,0.05 ,0.0

9、02 ,0.61 1-50,推土機推石方 每增加10m,m3,1.27 ,0.05 ,0.002 ,1.22 1-51,場地分層填方碾壓 土方密度90%以內(nèi),m3,2.64 ,0.14 ,0.006 ,2.50 1-52,場地分層填方碾壓 土方密度98%以內(nèi),m3,3.73 ,0.14 ,0.006 ,3.59 1-53,場地分層填方碾壓 級配石干2t/m3,m3,3.41 ,0.26 ,0.011 ,3.15 1-54,場地分層填方碾壓 級配石干2.3t/m3,m3,4.60 ,0.26 ,0.011 ,4.34 1-55,場地平整,m2,0.44 ,0.14 ,0.006 ,0.30 1-

10、56,場地碾壓,m2,0.20 ,0.09 ,0.004 ,0.11 1-57,場地打釬拍底,m2,1.64 ,1.64 ,0.070 ,1-58,爆破巖石石方,m3,20.48 ,4.53 ,0.193 ,4.30 ,11.65 1-59,爆破巖石溝槽,m3,49.00 ,11.87 ,0.506 ,10.01 ,27.12 1-60,爆破巖石基坑,m3,65.16 ,17.03 ,0.726 ,17.74 ,30.39 1-61,爆破巖石人工運碴 運距60m以內(nèi),m3,8.40 ,8.40 ,0.358 ,1-62,爆破巖石人工運碴 每增運距20m,m3,0.70 ,0.70 ,0.030

11、 ,2-1,現(xiàn)澆螺旋鉆孔砼灌注樁 樁徑300mm,m3,420.73 ,60.20 ,2.031 ,239.11 ,121.42 2-2,現(xiàn)澆螺旋鉆孔砼灌注樁 樁徑400mm,m3,378.34 ,50.61 ,1.702 ,230.10 ,97.63 2-3,現(xiàn)澆螺旋鉆孔砼灌注樁 樁徑600mm,m3,374.23 ,38.36 ,1.269 ,232.48 ,103.39 2-4,現(xiàn)澆螺旋鉆孔砼灌注樁 樁徑800mm,m3,349.38 ,32.60 ,1.071 ,224.12 ,92.66 2-5,現(xiàn)澆螺旋鉆孔砼灌注樁 樁徑800mm以外,m3,277.04 ,21.07 ,0.680

12、 ,221.27 ,34.70 2-6,螺旋鉆孔預(yù)拌砼灌注樁 樁徑300mm,m3,449.86 ,44.74 ,1.477 ,335.27 ,69.85 2-7,螺旋鉆孔預(yù)拌砼灌注樁 樁徑400mm,m3,420.82 ,35.26 ,1.148 ,323.86 ,61.70 2-8,螺旋鉆孔預(yù)拌砼灌注樁 樁徑600mm,m3,415.98 ,22.99 ,0.715 ,325.87 ,67.12 2-9,螺旋鉆孔預(yù)拌砼灌注樁 樁徑800mm,m3,384.18 ,17.19 ,0.517 ,314.68 ,52.31 2-10,螺旋鉆孔預(yù)拌砼灌注樁 樁徑800mm以外,m3,341.26

13、,5.86 ,0.126 ,312.73 ,22.67 2-11,泥漿護壁成孔現(xiàn)澆砼灌注樁 樁徑800mm以內(nèi),m3,482.94 ,59.85 ,2.004 ,300.65 ,122.44 2-12,泥漿護壁成孔現(xiàn)澆砼灌注樁 樁徑800mm以外,m3,449.97 ,49.29 ,1.638 ,297.42 ,103.26 2-13,泥漿護壁成孔預(yù)拌砼灌注樁 樁徑800mm以內(nèi),m3,559.59 ,44.63 ,1.447 ,403.15 ,111.81 2-14,泥漿護壁成孔預(yù)拌砼灌注樁 樁徑800mm以外,m3,526.62 ,34.08 ,1.081 ,399.91 ,92.63 2

14、-15,人工挖土現(xiàn)澆砼灌注樁 D1m以內(nèi) L12m以內(nèi),m3,299.44 ,97.87 ,3.394 ,191.41 ,10.16 2-16,人工挖土現(xiàn)澆砼灌注樁 D1m以內(nèi) L12m以外,m3,305.19 ,103.55 ,3.594 ,191.48 ,10.16 2-17,人工挖土現(xiàn)澆砼灌注樁 D1m以外 L12m以內(nèi),m3,289.67 ,88.22 ,3.055 ,191.29 ,10.16 2-18,人工挖土現(xiàn)澆砼灌注樁 D1m以外 L12m以外,m3,294.86 ,93.35 ,3.235 ,191.35 ,10.16 2-19,人工挖土預(yù)拌砼灌注樁 D1m以內(nèi) L12m以內(nèi)

15、,m3,357.33 ,82.61 ,2.840 ,273.81 ,0.91 2-20,人工挖土預(yù)拌砼灌注樁 D1m以內(nèi) L12m以外,m3,363.10 ,88.30 ,3.040 ,273.89 ,0.91 2-21,人工挖土預(yù)拌砼灌注樁 D1m以外 L12m以內(nèi),m3,347.56 ,72.97 ,2.501 ,273.68 ,0.91 2-22,人工挖土預(yù)拌砼灌注樁 D1m以外 L12m以外,m3,352.75 ,78.09 ,2.681 ,273.75 ,0.91 2-23,中心壓管式CFG樁 L10m以內(nèi),m3,528.90 ,45.04 ,1.510 ,353.48 ,130.3

16、8 2-24,中心壓管式CFG樁 L15m以內(nèi),m3,501.66 ,41.07 ,1.370 ,351.47 ,109.12 2-25,中心壓管式CFG樁 L15m以外,m3,471.87 ,38.26 ,1.280 ,349.08 ,84.53 2-26,沉管式CFG樁 L10m以內(nèi),m3,431.58 ,45.00 ,1.510 ,277.40 ,109.18 2-27,沉管式CFG樁 L15m以內(nèi),m3,395.52 ,40.97 ,1.370 ,263.97 ,90.58 2-28,沉管式CFG樁 L15m以外,m3,388.47 ,38.31 ,1.280 ,263.48 ,86.

17、68 2-29,CFG樁褥墊層,m3,70.46 ,16.61 ,0.588 ,53.85 ,2-30,預(yù)制鋼砼方樁 12m內(nèi)打樁,m3,1319.92 ,52.63 ,1.538 ,1049.39 ,217.90 2-31,預(yù)制鋼砼方樁 12m內(nèi)打加樁,m3,1453.26 ,75.39 ,2.307 ,1051.02 ,326.85 2-32,預(yù)制鋼砼方樁 12m內(nèi)坑底打樁,m3,1386.60 ,64.02 ,1.923 ,1050.21 ,272.37 2-33,預(yù)制鋼砼方樁 12m內(nèi)送樁,m3,250.99 ,67.56 ,2.317 ,3.05 ,180.38 2-34,預(yù)應(yīng)力離心

18、管樁打樁400,m3,1307.28 ,46.45 ,1.324 ,1012.46 ,248.37 2-35,預(yù)應(yīng)力離心管樁打加樁400,m3,1453.04 ,66.26 ,1.986 ,1014.23 ,372.55 2-36,預(yù)應(yīng)力離心管樁坑底打樁400,m3,1380.16 ,56.36 ,1.655 ,1013.34 ,310.46 2-37,截樁,根,14.67 ,12.92 ,0.451 ,0.18 ,1.57 2-38,預(yù)制鋼砼樁接樁,個,47.35 ,14.54 ,0.500 ,32.81 ,2-39,碎石樁 樁長10m以內(nèi),m3,241.92 ,38.82 ,1.355 ,

19、91.95 ,111.15 2-40,碎石樁 樁長15m以內(nèi),m3,214.36 ,32.32 ,1.125 ,89.50 ,92.54 2-41,碎石樁 樁長15m以外,m3,208.62 ,30.95 ,1.076 ,89.02 ,88.65 2-42,灰土樁 樁長6m以內(nèi),m3,243.30 ,51.63 ,1.821 ,26.28 ,165.39 2-43,灰土樁 樁長6m以外,m3,146.79 ,32.78 ,1.158 ,23.09 ,90.92 2-44,鋼板護坡樁 樁長18m以內(nèi) 打樁,t,1674.70 ,145.56 ,4.723 ,953.16 ,575.98 2-45

20、,鋼板護坡樁 樁長18m以內(nèi) 拔樁,t,591.15 ,63.74 ,2.102 ,23.07 ,504.34 2-46,鋼板護坡樁木背板,m2,31.35 ,13.00 ,0.450 ,18.35 ,2-47,地基強夯 夯擊能300tm以內(nèi) 5遍,m2,40.41 ,4.62 ,0.153 ,0.49 ,35.30 2-48,地基強夯 夯擊能300tm以外 5遍,m2,80.24 ,10.58 ,0.353 ,0.98 ,68.68 2-49,地基強夯 每增減一遍,m2,6.50 ,0.61 ,0.020 ,0.08 ,5.81 2-50,噴射砼坡護 厚80mm,m2,105.79 ,23.

21、62 ,0.812 ,63.01 ,19.16 2-51,噴射砼坡護 每增10mm,m2,4.77 ,1.55 ,0.054 ,2.77 ,0.45 2-52,噴射砼坡護土釘,m,28.09 ,3.01 ,0.100 ,22.11 ,2.97 2-53,錨桿鋼絞線,m,176.03 ,22.23 ,0.676 ,105.63 ,48.17 2-54,錨桿鋼筋,m,153.36 ,14.94 ,0.447 ,90.22 ,48.20 2-55,錨桿鋼腰梁,m,473.46 ,27.34 ,0.776 ,430.41 ,15.71 2-56,履帶式液壓抓斗成槽15m以內(nèi),m3,193.73 ,22

22、.69 ,0.757 ,44.45 ,126.59 2-57,履帶式液壓抓斗成槽25m以內(nèi),m3,249.86 ,25.83 ,0.855 ,48.40 ,175.63 2-58,履帶式液壓抓斗成槽35m以內(nèi),m3,310.09 ,29.40 ,0.967 ,52.94 ,227.75 2-59,挖土成槽二鉆一抓25m以內(nèi),m3,249.90 ,28.54 ,0.951 ,52.59 ,168.77 2-60,地下連續(xù)墻鋼筋制作安裝 槽深15m以內(nèi),t,3707.18 ,303.01 ,9.845 ,3105.68 ,298.49 2-61,地下連續(xù)墻鋼筋制作安裝 槽深25m以內(nèi),t,3742

23、.46 ,303.69 ,9.861 ,3098.14 ,340.63 2-62,地下連續(xù)墻鋼筋制作安裝 槽深35m以內(nèi),t,3785.60 ,305.58 ,9.917 ,3096.12 ,383.90 2-63,鎖口管吊拔 槽深15m以內(nèi),段,1847.94 ,515.19 ,17.802 ,257.25 ,1075.50 2-64,鎖口管吊拔 槽深25m以內(nèi),段,2457.55 ,663.91 ,22.923 ,409.03 ,1384.61 2-65,鎖口管吊拔 槽深35m以內(nèi),段,3093.90 ,820.18 ,28.305 ,561.79 ,1711.93 2-66,澆注砼連續(xù)墻

24、 清底置換,段,1706.47 ,389.07 ,13.370 ,168.48 ,1148.92 2-67,現(xiàn)澆砼連續(xù)墻,m3,319.54 ,43.05 ,0.551 ,253.87 ,22.62 2-68,預(yù)拌砼連續(xù)墻,m3,430.76 ,52.62 ,0.551 ,350.73 ,27.41 2-69,鋼絲網(wǎng)護壁 厚度50mm,m2,74.89 ,5.14 ,0.149 ,67.58 ,2.17 2-70,鋼板網(wǎng)護壁 厚度50mm,m2,75.22 ,5.15 ,0.149 ,67.90 ,2.17 2-71,鋼筋護壁 厚度50mm,m2,78.41 ,5.66 ,0.165 ,70.

25、58 ,2.17 2-72,護壁 每增減10mm,m2,2.94 ,1.05 ,0.033 ,1.89 ,2-73,柱頂連梁,m3,560.99 ,112.30 ,3.817 ,448.69 ,2-74,砼柱鑿樁頭,個,5.80 ,5.73 ,0.200 ,0.07 ,2-75,鋼筋砼柱鑿樁頭,個,21.73 ,21.47 ,0.750 ,0.26 ,2-76,泥漿運輸 運距15km內(nèi),m3,49.76 ,6.03 ,0.200 ,8.46 ,35.27 2-77,泥漿運輸 每增1km,m3,5.88 ,0.04 ,0.07 ,5.77 3-1,帶(柱)形基礎(chǔ)降水 500m2以內(nèi),m2,90.

26、99 ,17.23 ,0.511 ,42.62 ,31.14 3-2,帶(柱)形基礎(chǔ)降水 1000m2以內(nèi),m2,73.61 ,12.34 ,0.364 ,34.16 ,27.11 3-3,帶(柱)形基礎(chǔ)降水 1000m2以外,m2,65.84 ,11.14 ,0.329 ,32.41 ,22.29 3-4,滿堂基礎(chǔ)降水 槽深13m以內(nèi) 1000m2以內(nèi),m2,143.02 ,9.03 ,0.248 ,66.12 ,67.87 3-5,滿堂基礎(chǔ)降水 槽深13m以內(nèi) 2000m2以內(nèi),m2,115.14 ,6.77 ,0.184 ,52.41 ,55.96 3-6,滿堂基礎(chǔ)降水 槽深13m以內(nèi)

27、5000m2以內(nèi),m2,95.71 ,4.23 ,0.110 ,41.76 ,49.72 3-7,滿堂基礎(chǔ)降水 槽深13m以內(nèi) 5000m2以外,m2,86.39 ,3.41 ,0.087 ,37.27 ,45.71 3-8,滿堂基礎(chǔ)降水 槽深13m以外 1000m2以內(nèi),m2,187.63 ,11.41 ,0.312 ,91.22 ,85.00 3-9,滿堂基礎(chǔ)降水 槽深13m以外 2000m2以內(nèi),m2,151.04 ,8.57 ,0.232 ,65.60 ,76.87 3-10,滿堂基礎(chǔ)降水 槽深13m以外 5000m2以內(nèi),m2,129.18 ,6.07 ,0.160 ,54.38 ,

28、68.73 3-11,滿堂基礎(chǔ)降水 槽深13m以外 5000m2以外,m2,106.91 ,4.62 ,0.120 ,45.18 ,57.11 3-12,明溝排水,m,48.69 ,16.76 ,0.505 ,14.38 ,17.55 4-1,基礎(chǔ)砌磚,m3,165.13 ,34.51 ,1.183 ,126.57 ,4.05 4-2,外墻砌磚,m3,178.46 ,45.75 ,1.578 ,128.24 ,4.47 4-3,內(nèi)墻砌磚,m3,174.59 ,41.97 ,1.445 ,128.20 ,4.42 4-4,貼砌1/4磚,m3,246.70 ,87.24 ,3.031 ,153.7

29、5 ,5.71 4-5,貼砌1/2磚,m3,205.54 ,60.17 ,2.082 ,140.40 ,4.97 4-6,砌圓弧形磚墻,m3,183.60 ,49.00 ,1.692 ,130.07 ,4.53 4-7,砌方形磚柱,m3,191.62 ,60.84 ,2.109 ,126.79 ,3.99 4-8,砌圓形、多邊形磚柱,m3,225.86 ,67.86 ,2.350 ,153.57 ,4.43 4-9,砌小型磚砌體,m3,199.08 ,66.27 ,2.300 ,128.52 ,4.29 4-10,DM模數(shù)多孔磚墻 厚度90mm,m3,208.20 ,33.27 ,1.129

30、,170.92 ,4.01 4-11,DM模數(shù)多孔磚墻 厚度140mm,m3,212.40 ,33.94 ,1.152 ,174.30 ,4.16 4-12,DM模數(shù)多孔磚墻 厚度190mm,m3,212.66 ,34.93 ,1.187 ,173.22 ,4.51 4-13,DM模數(shù)多孔磚墻 厚度240mm,m3,212.88 ,35.59 ,1.210 ,172.93 ,4.36 4-14,DM模數(shù)多孔磚墻 厚度290mm,m3,214.36 ,36.56 ,1.244 ,173.22 ,4.58 4-15,DM模數(shù)多孔磚墻 厚度340mm,m3,214.97 ,37.21 ,1.267

31、,174.15 ,3.61 4-16,KP1粘土空心磚 外墻240,m3,168.79 ,33.60 ,1.150 ,131.35 ,3.84 4-17,KP1粘土空心磚 外墻365,m3,169.01 ,34.58 ,1.185 ,130.68 ,3.75 4-18,KP1粘土空心磚 內(nèi)墻115,m3,166.25 ,32.29 ,1.104 ,130.15 ,3.81 4-19,KP1粘土空心磚 內(nèi)墻240,m3,166.83 ,32.94 ,1.127 ,130.22 ,3.67 4-20,KP1粘土空心磚 內(nèi)墻365,m3,167.81 ,33.91 ,1.161 ,130.12 ,3

32、.78 4-21,KP1粘土空心磚 框架間墻115,m3,162.33 ,30.70 ,1.049 ,128.31 ,3.32 4-22,KP1粘土空心磚 框架間墻240,m3,164.35 ,31.31 ,1.070 ,129.40 ,3.64 4-23,KP1粘土空心磚 框架間墻365,m3,165.76 ,32.22 ,1.102 ,129.74 ,3.80 4-24,KP1粘土空心磚 女兒墻,m3,162.50 ,30.31 ,1.035 ,128.63 ,3.56 4-25,磚煙囪,m3,235.61 ,81.38 ,2.826 ,149.19 ,5.04 4-26,磚煙囪內(nèi)襯普通磚

33、,m3,202.96 ,68.00 ,2.360 ,130.73 ,4.23 4-27,磚煙囪內(nèi)襯耐火磚,m3,801.48 ,81.29 ,2.650 ,707.65 ,12.54 4-28,磚煙囪內(nèi)襯耐酸磚,m3,2227.29 ,89.63 ,2.649 ,2108.99 ,28.67 4-29,磚煙道 普通標準磚,m3,194.76 ,43.26 ,1.486 ,146.77 ,4.73 4-30,磚煙道 耐火磚,m3,784.90 ,54.36 ,1.740 ,720.44 ,10.10 4-31,磚砌化糞池,m3,171.21 ,38.47 ,1.322 ,128.58 ,4.16

34、 4-32,磚砌溝道,m3,168.65 ,36.25 ,1.244 ,128.36 ,4.04 4-33,磚砌圓形窨井,m3,194.54 ,59.46 ,2.060 ,130.66 ,4.42 4-34,磚砌矩形窨井,m3,188.06 ,55.16 ,1.909 ,128.61 ,4.29 4-35,加氣塊墻,m3,215.54 ,30.57 ,1.032 ,180.97 ,4.00 4-36,貼砌加氣塊墻,m3,229.68 ,33.89 ,1.146 ,191.01 ,4.78 4-37,爐渣氣塊墻,m3,168.36 ,29.22 ,0.995 ,130.09 ,9.05 4-38

35、,陶?？招钠鰤K 內(nèi)外墻,m3,165.90 ,31.85 ,1.089 ,131.12 ,2.93 4-39,陶?？招钠鰤K 半包柱墻,m3,165.47 ,29.90 ,1.020 ,132.56 ,3.01 4-40,陶?？招钠鰤K 框架間墻90,m3,164.44 ,28.77 ,0.980 ,132.03 ,3.64 4-41,陶?？招钠鰤K 框架間墻140,m3,165.37 ,29.68 ,1.012 ,132.04 ,3.65 4-42,陶?？招钠鰤K 框架間墻190,m3,166.13 ,30.28 ,1.033 ,132.19 ,3.66 4-43,陶?？招钠鰤K 框架間墻240,m3

36、,166.54 ,31.19 ,1.065 ,132.28 ,3.07 4-44,陶?？招钠鰤K 框架間墻290,m3,166.76 ,31.78 ,1.086 ,132.04 ,2.94 4-45,砼小型空心砌塊 基礎(chǔ)190,m3,230.56 ,25.82 ,0.860 ,201.18 ,3.56 4-46,砼小型空心砌塊 墻190,m3,236.26 ,32.32 ,1.089 ,200.31 ,3.63 4-47,砼小型空心砌塊 裝飾砌塊墻190,m3,452.28 ,38.37 ,1.252 ,407.50 ,6.41 4-48,砼小型空心砌塊 墻90,m3,244.29 ,30.86

37、 ,1.035 ,209.70 ,3.73 4-49,砼小型空心砌塊 裝飾砌塊墻90,m3,569.51 ,37.37 ,1.189 ,524.22 ,7.92 4-50,陶粒砌塊圍墻,m3,174.26 ,38.72 ,1.330 ,132.37 ,3.17 4-51,砼空心砌塊圍墻,m3,256.45 ,42.71 ,1.452 ,209.85 ,3.89 4-52,砌毛石基礎(chǔ),m3,152.89 ,41.18 ,1.422 ,106.35 ,5.36 4-53,砌直形毛石墻,m3,164.68 ,52.67 ,1.826 ,106.50 ,5.51 4-54,砌圓弧形毛石墻,m3,168

38、.83 ,56.72 ,1.969 ,106.55 ,5.56 4-55,砌毛石擋土墻,m3,159.02 ,47.15 ,1.632 ,106.43 ,5.44 4-56,漿砌毛石護坡,m3,151.20 ,39.53 ,1.364 ,106.33 ,5.34 4-57,干砌毛石護坡,m3,99.49 ,28.65 ,0.991 ,69.56 ,1.28 4-58,砌方正石柱,m3,172.70 ,86.41 ,3.019 ,82.94 ,3.35 4-59,石砌窨井,m3,135.67 ,47.83 ,1.662 ,85.11 ,2.73 4-60,石砌水池,m3,118.66 ,40.8

39、6 ,1.419 ,75.68 ,2.12 4-61,石砌地溝,m3,197.59 ,63.64 ,2.207 ,128.22 ,5.73 4-62,石砌踏步,m3,92.65 ,16.83 ,0.574 ,74.58 ,1.24 4-63,水泥砂漿板通風(fēng)道,m,32.69 ,2.76 ,0.090 ,29.51 ,0.42 5-1,現(xiàn)澆砼基礎(chǔ)墊層 C10,m3,195.45 ,24.02 ,0.827 ,157.96 ,13.47 5-2,現(xiàn)澆砼基礎(chǔ)墊層 C15,m3,213.95 ,24.14 ,0.827 ,176.34 ,13.47 5-3,現(xiàn)澆砼滿堂基礎(chǔ) C20,m3,228.34

40、,25.39 ,0.869 ,189.48 ,13.47 5-4,現(xiàn)澆砼滿堂基礎(chǔ) C25,m3,243.75 ,25.49 ,0.869 ,204.79 ,13.47 5-5,現(xiàn)澆砼帶形基礎(chǔ) C20,m3,230.71 ,27.56 ,0.947 ,189.68 ,13.47 5-6,現(xiàn)澆砼帶形基礎(chǔ) C25,m3,246.13 ,27.66 ,0.947 ,205.00 ,13.47 5-7,現(xiàn)澆砼獨立基礎(chǔ) C20,m3,233.46 ,30.61 ,1.058 ,189.38 ,13.47 5-8,現(xiàn)澆砼獨立基礎(chǔ) C25,m3,248.89 ,30.72 ,1.058 ,204.70 ,13

41、.47 5-9,現(xiàn)澆砼設(shè)備基礎(chǔ) 10m3以內(nèi),m3,237.18 ,34.32 ,1.192 ,189.39 ,13.47 5-10,現(xiàn)澆砼設(shè)備基礎(chǔ) 10m3以外,m3,232.34 ,29.54 ,1.019 ,189.33 ,13.47 5-11,毛石砼帶形基礎(chǔ) C15,m3,184.38 ,21.94 ,0.754 ,151.66 ,10.78 5-12,毛石砼帶形基礎(chǔ) C20,m3,197.87 ,22.03 ,0.754 ,165.06 ,10.78 5-13,毛石砼獨立基礎(chǔ) C15,m3,182.63 ,19.84 ,0.678 ,152.01 ,10.78 5-14,毛石砼獨立基

42、礎(chǔ) C20,m3,196.11 ,19.93 ,0.678 ,165.40 ,10.78 5-15,毛石砼設(shè)備基礎(chǔ) 設(shè)備基礎(chǔ)100m3以內(nèi),m3,191.61 ,28.74 ,1.000 ,152.09 ,10.78 5-16,毛石砼設(shè)備基礎(chǔ) 設(shè)備基礎(chǔ)100m3以外,m3,190.07 ,27.22 ,0.945 ,152.07 ,10.78 5-17,砼柱 C30,m3,280.50 ,36.01 ,1.243 ,222.52 ,21.97 5-18,砼柱 C35,m3,294.15 ,36.10 ,1.243 ,236.08 ,21.97 5-19,砼柱 C40,m3,301.84 ,36

43、.15 ,1.243 ,243.74 ,21.95 5-20,砼構(gòu)造柱 C20,m3,264.42 ,50.86 ,1.788 ,191.59 ,21.97 5-21,砼構(gòu)造柱 C25,m3,279.41 ,50.96 ,1.788 ,206.48 ,21.97 5-22,砼柱芯 C20,m3,266.24 ,52.65 ,1.853 ,191.62 ,21.97 5-23,砼柱芯 C25,m3,281.23 ,52.76 ,1.853 ,206.50 ,21.97 5-24,砼梁 C30,m3,274.34 ,30.97 ,1.061 ,221.47 ,21.90 5-25,砼梁 C35,m

44、3,288.40 ,31.06 ,1.061 ,235.44 ,21.90 5-26,砼圈、過梁 C20,m3,265.96 ,52.74 ,1.856 ,191.32 ,21.90 5-27,砼圈、過梁 C25,m3,281.39 ,52.85 ,1.856 ,206.64 ,21.90 5-28,砼板 C25,m3,254.78 ,26.53 ,0.904 ,206.36 ,21.89 5-29,砼板 C30,m3,271.56 ,26.64 ,0.904 ,223.03 ,21.89 5-30,補板縫 C20,m3,283.76 ,57.74 ,2.034 ,191.89 ,34.13

45、5-31,補板縫 C25,m3,299.19 ,57.85 ,2.034 ,207.21 ,34.13 5-32,砼雙曲薄殼 C35,m3,298.86 ,39.18 ,1.354 ,237.79 ,21.89 5-33,砼雙曲薄殼 C40,m3,306.80 ,39.24 ,1.354 ,245.67 ,21.89 5-34,砼斜板 C30,m3,275.83 ,30.55 ,1.045 ,223.39 ,21.89 5-35,砼斜板 C35,m3,289.88 ,30.64 ,1.045 ,237.35 ,21.89 5-36,砼墻 C30,m3,272.93 ,28.91 ,0.986

46、,222.07 ,21.95 5-37,砼墻 C35,m3,286.60 ,29.00 ,0.986 ,235.65 ,21.95 5-38,毛石砼墻 C15,m3,209.09 ,30.51 ,1.060 ,160.50 ,18.08 5-39,毛石砼墻 C20,m3,223.10 ,30.60 ,1.060 ,174.42 ,18.08 5-40,砼直形樓梯 C25,m2,73.31 ,15.31 ,0.540 ,49.63 ,8.37 5-41,砼直形樓梯 C30,m2,77.35 ,15.34 ,0.540 ,53.64 ,8.37 5-42,砼弧形(旋轉(zhuǎn))樓梯 C25,m2,75.7

47、3 ,17.67 ,0.625 ,49.66 ,8.40 5-43,砼弧形(旋轉(zhuǎn))樓梯 C30,m2,79.77 ,17.70 ,0.625 ,53.67 ,8.40 5-44,砼陽臺 C25,m3,291.81 ,51.52 ,1.805 ,206.00 ,34.29 5-45,砼陽臺 C30,m3,308.59 ,51.63 ,1.805 ,222.67 ,34.29 5-46,砼雨罩 C25,m3,286.17 ,47.96 ,1.677 ,206.02 ,32.19 5-47,砼雨罩 C30,m3,302.95 ,48.07 ,1.677 ,222.69 ,32.19 5-48,砼看臺

48、板 C30,m3,311.32 ,53.71 ,1.880 ,222.89 ,34.72 5-49,砼看臺板 C35,m3,325.38 ,53.80 ,1.880 ,236.86 ,34.72 5-50,砼欄板 C20,m3,258.11 ,55.60 ,1.962 ,189.33 ,13.18 5-51,砼欄板 C25,m3,273.52 ,55.70 ,1.962 ,204.64 ,13.18 5-52,砼臺階 C15,m3,244.09 ,45.30 ,1.590 ,175.39 ,23.40 5-53,砼臺階 C20,m3,260.95 ,45.41 ,1.590 ,192.14 ,

49、23.40 5-54,砼其它構(gòu)件 C20,m3,262.71 ,50.49 ,1.775 ,189.28 ,22.94 5-55,砼其它構(gòu)件 C25,m3,278.13 ,50.59 ,1.775 ,204.60 ,22.94 5-56,砼小型構(gòu)件 C20,m3,274.61 ,59.85 ,2.113 ,192.27 ,22.49 5-57,砼小型構(gòu)件 C25,m3,290.03 ,59.95 ,2.113 ,207.59 ,22.49 5-58,砼基礎(chǔ)底板后澆帶 C35,m3,337.80 ,47.30 ,1.640 ,255.46 ,35.04 5-59,砼基礎(chǔ)底板后澆帶 C40,m3,

50、345.72 ,47.35 ,1.640 ,263.33 ,35.04 5-60,砼墻后澆帶 C35,m3,350.14 ,59.79 ,2.092 ,255.31 ,35.04 5-61,砼墻后澆帶 C40,m3,358.06 ,59.84 ,2.092 ,263.18 ,35.04 5-62,砼樓板后澆帶 C35,m3,337.84 ,52.13 ,1.816 ,250.68 ,35.03 5-63,砼樓板后澆帶 C40,m3,345.76 ,52.18 ,1.816 ,258.55 ,35.03 5-64,砼煙囪 高度75m以下,m3,329.13 ,44.58 ,1.543 ,246.

51、76 ,37.79 5-65,砼煙囪 高度100m以下,m3,326.84 ,43.54 ,1.506 ,246.73 ,36.57 5-66,砼煙囪 高度150m以下,m3,390.14 ,40.81 ,1.391 ,312.51 ,36.82 5-67,砼筒式水塔塔身支架,m3,295.81 ,46.65 ,1.627 ,222.21 ,26.95 5-68,砼柱式水塔塔身支架,m3,317.12 ,52.18 ,1.823 ,221.82 ,43.12 5-69,砼水塔,m3,324.06 ,55.93 ,1.958 ,225.01 ,43.12 5-70,砼圓形筒倉壁,m3,331.3

52、2 ,48.57 ,1.688 ,223.87 ,58.88 5-71,砼矩形倉立壁,m3,263.52 ,52.48 ,1.847 ,189.14 ,21.90 5-72,砼貯倉底板,m3,272.17 ,32.35 ,1.112 ,204.78 ,35.04 5-73,砼貯倉頂板,m3,277.58 ,35.72 ,1.233 ,206.82 ,35.04 5-74,砼貯倉漏斗,m3,298.54 ,58.80 ,2.069 ,204.70 ,35.04 5-75,砼貯水池池底,m3,253.28 ,34.49 ,1.194 ,205.32 ,13.47 5-76,砼貯水池池壁,m3,26

53、9.52 ,42.97 ,1.499 ,204.65 ,21.90 5-77,砼貯水池頂板,m3,266.97 ,37.40 ,1.297 ,207.67 ,21.90 5-78,砼貯水池壁基梁,m3,258.73 ,32.35 ,1.115 ,204.48 ,21.90 5-79,砼其它構(gòu)筑物柱,m3,299.84 ,49.26 ,1.721 ,204.70 ,45.88 5-80,砼其它構(gòu)筑物梁,m3,304.50 ,52.53 ,1.839 ,206.09 ,45.88 5-81,砼其它構(gòu)筑物板,m3,292.55 ,39.22 ,1.357 ,207.46 ,45.87 5-82,砼其

54、它構(gòu)筑物墻,m3,296.41 ,45.87 ,1.598 ,204.66 ,45.88 5-83,砼其它構(gòu)筑物小型構(gòu)件,m3,313.88 ,60.12 ,2.113 ,207.88 ,45.88 5-84,現(xiàn)場預(yù)制砼柱制作安裝 C30,m3,351.39 ,65.25 ,2.291 ,264.24 ,21.90 5-85,現(xiàn)場預(yù)制砼柱制作安裝 C35,m3,365.45 ,65.35 ,2.291 ,278.20 ,21.90 5-86,現(xiàn)場預(yù)制砼梁制作安裝 C30,m3,332.99 ,61.28 ,2.151 ,234.61 ,37.10 5-87,現(xiàn)場預(yù)制砼梁制作安裝 C35,m3,

55、347.04 ,61.38 ,2.151 ,248.56 ,37.10 5-88,現(xiàn)場預(yù)制砼板制作安裝 C25,m3,319.26 ,82.36 ,2.922 ,214.89 ,22.01 5-89,現(xiàn)場預(yù)制砼板制作安裝 C30,m3,336.06 ,82.48 ,2.922 ,231.57 ,22.01 5-90,現(xiàn)場預(yù)制砼屋架制作安裝 C30,m3,342.65 ,64.62 ,2.270 ,236.57 ,41.46 5-91,現(xiàn)場預(yù)制砼屋架制作安裝 C35,m3,356.70 ,64.71 ,2.270 ,250.53 ,41.46 5-92,現(xiàn)場預(yù)制砼小型構(gòu)件制作安裝 C20,m3,

56、448.66 ,137.66 ,4.905 ,267.42 ,43.58 5-93,現(xiàn)場預(yù)制砼小型構(gòu)件制作安裝 C25,m3,464.09 ,137.77 ,4.905 ,282.74 ,43.58 5-94,預(yù)制砼杯形基礎(chǔ)接頭灌縫,個,39.11 ,11.08 ,0.394 ,27.71 ,0.32 5-95,預(yù)制砼圓孔板接頭灌縫,m3,15.91 ,7.77 ,0.279 ,7.18 ,0.96 5-96,預(yù)制砼柱接頭灌縫,m3,20.02 ,5.24 ,0.186 ,11.96 ,2.82 5-97,預(yù)制砼梁接頭灌縫,m3,68.76 ,10.84 ,0.378 ,53.97 ,3.95

57、 5-98,預(yù)制砼板接頭灌縫,m3,59.80 ,7.48 ,0.258 ,49.18 ,3.14 5-99,預(yù)制砼其它構(gòu)件接頭灌縫,m3,50.23 ,18.07 ,0.646 ,30.06 ,2.10 6-1,預(yù)拌砼構(gòu)件 基礎(chǔ)墊層 C10,m3,255.84 ,9.11 ,0.270 ,243.09 ,3.64 6-2,預(yù)拌砼構(gòu)件 基礎(chǔ)墊層 C15,m3,275.76 ,9.24 ,0.270 ,262.62 ,3.90 6-3,預(yù)拌砼構(gòu)件 滿堂基礎(chǔ) C20,m3,287.92 ,10.48 ,0.312 ,273.38 ,4.06 6-4,預(yù)拌砼構(gòu)件 滿堂基礎(chǔ) C25,m3,308.89

58、 ,10.62 ,0.312 ,293.94 ,4.33 6-5,預(yù)拌砼構(gòu)件 帶形基礎(chǔ) C20,m3,290.32 ,12.64 ,0.390 ,273.59 ,4.09 6-6,預(yù)拌砼構(gòu)件 帶形基礎(chǔ) C25,m3,311.29 ,12.78 ,0.390 ,294.15 ,4.36 6-7,預(yù)拌砼構(gòu)件 獨立基礎(chǔ) C20,m3,293.11 ,15.70 ,0.501 ,273.29 ,4.12 6-8,預(yù)拌砼構(gòu)件 獨立基礎(chǔ) C25,m3,314.07 ,15.84 ,0.501 ,293.84 ,4.39 6-9,預(yù)拌砼構(gòu)件 設(shè)備基礎(chǔ) 10m3以內(nèi),m3,296.88 ,19.41 ,0.6

59、35 ,273.30 ,4.17 6-10,預(yù)拌砼構(gòu)件 設(shè)備基礎(chǔ) 10m3以外,m3,291.97 ,14.62 ,0.462 ,273.24 ,4.11 6-11,毛石預(yù)拌砼帶形基礎(chǔ) C15,m3,234.01 ,10.04 ,0.309 ,220.68 ,3.29 6-12,毛石預(yù)拌砼帶形基礎(chǔ) C20,m3,245.75 ,10.12 ,0.309 ,232.19 ,3.44 6-13,毛石預(yù)拌砼獨立基礎(chǔ) C15,m3,232.25 ,7.95 ,0.233 ,221.03 ,3.27 6-14,毛石預(yù)拌砼獨立基礎(chǔ) C20,m3,243.98 ,8.02 ,0.233 ,232.54 ,3

60、.42 6-15,毛石預(yù)拌砼設(shè)備基礎(chǔ) 10m3以內(nèi),m3,241.34 ,16.84 ,0.555 ,221.11 ,3.39 6-16,毛石預(yù)拌砼設(shè)備基礎(chǔ) 10m3以外,m3,239.79 ,15.33 ,0.500 ,221.09 ,3.37 6-17,預(yù)拌砼柱 C30,m3,333.94 ,21.05 ,0.686 ,307.78 ,5.11 6-18,預(yù)拌砼柱 C35,m3,347.18 ,21.14 ,0.686 ,320.76 ,5.28 6-19,預(yù)拌砼柱 C40,m3,364.48 ,21.26 ,0.686 ,337.72 ,5.50 6-20,預(yù)拌砼構(gòu)造柱 C20,m3,3