山东省建筑工程消耗量定额价目表-版-

山东省建筑工程消耗量定额价目表（2003版）,,,,,,,

综合工日：28元/工日,,,,,,,

序号,定额编号,定额名称,单位,基价,人工费,材料费,机械费

1,1-1-1,人工挖普通土,10,29.48,29.48,0,0

2,1-1-2,人工挖坚土,10,69.08,69.08,0,0

3,1-1-3,推土机推普通土20m内,10,12.43,1.32,0,11.11

4,1-1-4,推土机推坚土20m内,10,14.51,1.32,0,13.19

5,1-1-5,推土机推土100m内增运20m,10,7.64,0,0,7.64

6,1-1-6,装载机装运土方20m内,10,10,1.32,0,8.68

7,1-1-7,装载机装运200m内增运20m,10,2.76,0,0,2.76

8,1-1-8,铲运机铲运普通土200m内,10,19.08,1.32,0.09,17.67

9,1-1-9,铲运机铲运坚土200m内,10,24.72,1.32,0.09,23.31

10,1-1-10,铲运机500m内增运100m,10,5.64,0,0,5.64

11,1-1-11,拉铲挖自卸汽车运普通土1km内,10,64.68,1.98,0.2,62.5

12,1-1-12,拉铲挖自卸汽车运坚土1km内,10,77.18,1.98,0.2,75

13,1-1-13,反铲挖自卸汽车运普通土1km内,10,63.56,1.98,0.2,61.38

14,1-1-14,反铲挖自卸汽车运坚土1km内,10,74.68,1.98,0.2,72.5

15,1-1-15,自卸汽车增运1km,10,11.29,0,0,11.29

16,1-1-16,机械打孔爆破松石,10,70.31,18.7,26.2,25.41

17,1-1-17,机械打孔爆破坚石,10,142.56,30.14,48.25,64.17

18,1-1-18,挖掘机挖渣自卸汽车运渣1km内,10,132.13,2.42,0.2,129.51

19,1-1-19,自卸汽车运渣增运1km,10,17.21,0,0,17.21

20,1-1-20,机械夯填土,10,26.27,12.98,0,13.29

21,1-1-21,光轮压路机回填碾压,10,40.56,9.68,0.26,30.62

22,1-1-22,振动压路机回填碾压,10,39.81,9.68,0.26,29.87

23,1-2-1,人工挖普通土深2m内,10,50.16,50.16,0,0

24,1-2-2,人工挖普通土深>2m,10,76.78,76.78,0,0

25,1-2-3,人工挖坚土深2m内,10,95.7,95.7,0,0

26,1-2-4,人工挖坚土深4m内,10,122.32,122.32,0,0

27,1-2-5,人工挖坚土深6m内,10,141.02,141.02,0,0

28,1-2-6,人工挖坚土深>6m,10,153.56,153.56,0,0

29,1-2-7,人工挖淤泥.流砂,10,242,242,0,0

30,1-2-8,人工挖冻土厚0.5m内,10,295.68,295.68,0,0

31,1-2-9,爆破后人工挖冻土厚0.5m内,10,114.54,86.9,27.64,0

32,1-2-10,人工挖沟槽普通土深2m内,10,71.27,70.84,0,0.43

33,1-2-11,人工挖沟槽普通土深>2m,10,96.77,96.58,0,0.19

34,1-2-12,人工挖沟槽坚土深2m内,10,140.13,139.7,0,0.43

35,1-2-13,人工挖沟槽坚土深4m内,10,157.49,157.3,0,0.19

36,1-2-14,人工挖沟槽坚土深6m内,10,178.1,177.98,0,0.12

37,1-2-15,人工挖沟槽坚土深>6m,10,193.67,193.6,0,0.07

38,1-2-16,人工挖地坑普通土深2m内,10,79.79,78.54,0,1.25

39,1-2-17,人工挖地坑普通土深>2m,10,105.76,105.16,0,0.6

40,1-2-18,人工挖地坑坚土深2m内,10,158.33,157.08,0,1.25

41,1-2-19,人工挖地坑坚土深4m内,10,177.7,177.1,0,0.6

42,1-2-20,人工挖地坑坚土深6m内,10,198.16,197.78,0,0.38

43,1-2-21,人工挖地坑坚土深>6m,10,213.69,213.4,0,0.29

44,1-2-22,人工挖桩孔普通土孔深8m内,10,236.05,210.76,25.29,0

45,1-2-23,人工挖桩孔坚土孔深8m内,10,383.89,342.76,41.13,0

46,1-2-24,人工挖桩孔普通土孔深12m内,10,319.83,285.56,34.27,0

47,1-2-25,人工挖桩孔坚土孔深12m内,10,505.86,451.66,54.2,0

48,1-2-26,人工挖桩孔普通土孔深16m内,10,415.68,371.14,44.54,0

49,1-2-27,人工挖桩孔坚土孔深16m内,10,657.64,587.18,70.46,0

50,1-2-28,人工挖桩孔普通土孔深>16m,10,479.74,428.34,51.4,0

51,1-2-29,人工挖桩孔坚土孔深>16m,10,758.91,677.6,81.31,0

52,1-2-30,人工凿松石方,10,157.74,157.74,0,0

53,1-2-31,人工凿坚石方,10,354.64,354.64,0,0

54,1-2-32,人工凿沟槽松石,10,186.78,186.78,0,0

55,1-2-33,人工凿沟槽坚石,10,502.7,502.7,0,0

56,1-2-34,人工凿地坑松石,10,259.16,259.16,0,0

57,1-2-35,人工凿地坑坚石,10,756.8,756.8,0,0

58,1-2-36,人工凿桩孔松石,10,868.07,775.06,93.01,0

59,1-2-37,人工修整爆破后基底松石,10,48.84,48.84,0,0

60,1-2-38,人工修整爆破后基底坚石,10,125.84,125.84,0,0

61,1-2-39,人工修整爆破后槽坑松石,10,59.18,59.18,0,0

62,1-2-40,人工修整爆破后槽坑坚石,10,140.14,140.14,0,0

63,1-2-41,人工修整爆破后边坡松石,10,31.24,31.24,0,0

64,1-2-42,人工修整爆破后边坡坚石,10,86.24,86.24,0,0

65,1-2-43,人工运土方20m内,10,43.12,43.12,0,0

66,1-2-44,人工运土方200m内增运20m,10,9.68,9.68,0,0

67,1-2-45,人工运淤泥流砂20m内,10,96.8,96.8,0,0

68,1-2-46,人工运淤泥流砂200m内增运20m,10,14.52,14.52,0,0

69,1-2-47,人力车运土方50m内,10,34.76,34.76,0,0

70,1-2-48,人力车运土方500m内增运50m,10,5.5,5.5,0,0

71,1-2-49,人力车运淤泥流砂50m内,10,78.1,78.1,0,0

72,1-2-50,人力车运淤泥流砂500m内增运50m,10,8.36,8.36,0,0

73,1-2-51,人工清运石渣20m内,10,102.3,102.3,0,0

74,1-2-52,人工清运石渣200m内增运20m,10,18.7,18.7,0,0

75,1-2-53,人力车清运石渣50m内,10,92.62,92.62,0,0

76,1-2-54,人力车清运石渣500m内增运50m,10,12.1,12.1,0,0

77,1-2-55,人工清运石渣桩孔人工出渣,10,167.06,149.16,17.9,0

78,1-2-56,人工装车土方,10,34.32,34.32,0,0

79,1-2-57,人工装车石渣,10,45.98,45.98,0,0

80,1-3-1,推土机推普通土20m内,10,10.44,1.32,0,9.12

81,1-3-2,推土机推坚土20m内,10,13.12,1.32,0,11.8

82,1-3-3,推土机推土100m内增运20m,10,6.44,0,0,6.44

83,1-3-4,装载机装运土方20m内,10,10.78,1.32,0,9.46

84,1-3-5,装载机装运200m内增运20m,10,2.76,0,0,2.76

85,1-3-6,铲运机铲运普通土200m内,10,20.83,1.32,0.09,19.42

86,1-3-7,铲运机铲运坚土200m内,10,27.05,1.32,0.09,25.64

87,1-3-8,铲运机运土500m内增运100m,10,5.64,0,0,5.64

88,1-3-9,挖掘机挖普通土,10,15.06,1.32,0,13.74

89,1-3-10,挖掘机挖坚土,10,18.65,1.32,0,17.33

90,1-3-11,挖掘机挖淤泥流砂,10,41.9,7.04,0,34.86

91,1-3-12,挖掘机挖槽坑普通土,10,14.04,2.64,0,11.4

92,1-3-13,挖掘机挖槽坑坚土,10,15.18,2.64,0,12.54

93,1-3-14,挖掘机挖普通土自卸汽车运1km内,10,75.14,1.98,0.2,72.96

94,1-3-15,挖掘机挖坚土自卸汽车运1km内,10,90.92,1.98,0.2,88.74

95,1-3-16,挖掘机挖普通土槽坑汽车运1km内,10,69.95,2.64,0.2,67.11

96,1-3-17,挖掘机挖坚土槽坑汽车运1km内,10,84.48,2.64,0.2,81.64

97,1-3-18,人工打孔爆破松石,10,81.99,59.84,22.15,0

98,1-3-19,人工打孔爆破坚石,10,165.09,131.78,33.31,0

99,1-3-20,人工打孔爆破槽坑松石,10,216.69,161.48,55.21,0

100,1-3-21,人工打孔爆破槽坑坚石,10,425.6,340.78,84.82,0

101,1-3-22,机械打孔爆破松石,10,82.94,21.78,28.51,32.65

102,1-3-23,机械打孔爆破坚石,10,169.25,34.98,51.88,82.39

103,1-3-24,机械打孔爆破槽坑松石,10,202.55,53.24,73.06,76.25

104,1-3-25,机械打孔爆破槽坑坚石,10,418.61,91.96,126.67,199.98

105,1-3-26,机械打孔爆破桩孔松石,10,375.78,171.82,121.51,82.45

106,1-3-27,机械打孔爆破桩孔坚石,10,929.53,368.94,263.32,297.27

107,1-3-28,控制爆破松石,10,237.3,49.72,150.43,37.15

108,1-3-29,控制爆破坚石,10,430.37,71.72,249.27,109.38

109,1-3-30,控制爆破槽坑松石,10,410.21,71.06,255.59,83.56

110,1-3-31,控制爆破槽坑坚石,10,816.34,124.96,428.38,263

111,1-3-32,静力爆破坚石,10,3722.29,377.96,1927.73,1416.6

112,1-3-33,静力爆破槽坑坚石,10,4135.92,419.76,2141.94,1574.22

113,1-3-34,风镐破碎桩孔松石,10,3273.59,742.94,89.15,2441.5

114,1-3-35,风镐破碎桩孔坚石,10,4676.88,1061.28,127.35,3488.25

115,1-3-36,风镐破碎鼓石,10,1433.39,334.4,0,1098.99

116,1-3-37,液压锤破碎松石,10,532.91,13.64,0,519.27

117,1-3-38,液压锤破碎坚石,10,669.78,13.86,0,655.92

118,1-3-39,液压锤破碎槽坑松石,10,642.67,14.08,0,628.59

119,1-3-40,液压锤破碎槽坑坚石,10,806.87,14.3,0,792.57

120,1-3-41,推土机推石渣20m内,10,30.72,1.76,0,28.96

121,1-3-42,推土机推石渣100m内增运20m,10,19.84,0,0,19.84

122,1-3-43,挖掘机挖集石渣,10,38.14,1.76,0,36.38

123,1-3-44,挖掘机挖石渣自卸汽车运1km内,10,144.11,2.42,0.2,141.49

124,1-3-45,装载机装土方,10,10.43,1.32,0,9.11

125,1-3-46,装载机装石方,10,19.97,1.76,0,18.21

126,1-3-47,挖掘机装土方,10,9.7,1.32,0,8.38

127,1-3-48,挖掘机装石方,10,20.04,1.76,0,18.28

128,1-3-49,机动翻斗车运土方100m内,10,50.56,0,0,50.56

129,1-3-50,机动翻斗车运土方500内增运100m,10,6.95,0,0,6.95

130,1-3-51,机动翻斗车运石方100m内,10,153.78,0,0,153.78

131,1-3-52,机动翻斗车运石方500内增运100m,10,18.42,0,0,18.42

132,1-3-53,拖拉机运土方1km内,10,83.7,0,0,83.7

133,1-3-54,拖拉机运土方增运1km,10,9.97,0,0,9.97

134,1-3-55,拖拉机运石方1km内,10,172.17,0,0,172.17

135,1-3-56,拖拉机运石方增运1km,10,20.15,0,0,20.15

136,1-3-57,自卸汽车运土方1km内,10,46.38,0.66,0.2,45.52

137,1-3-58,自卸汽车运土方增运1km,10,4.36,0,0,4.36

138,1-3-59,自卸汽车运石方1km内,10,82.11,0.66,0.2,81.25

139,1-3-60,自卸汽车运石方增运1km,10,15.25,0,0,15.25

140,1-3-61,垂直运输机械运土方,10,22.33,7.26,0,15.07

141,1-3-62,垂直运输机械运石方,10,37.75,12.32,0,25.43

142,1-3-63,运输钻孔桩泥浆1km内(柱体积),10,702.69,141.46,0,561.23

143,1-3-64,运输钻孔桩泥浆增运1km(柱体积),10,39.92,0,0,39.92

144,1-4-1,人工场地平整,10,13.86,13.86,0,0

145,1-4-2,机械场地平整,10,2.7,0.22,0,2.48

146,1-4-3,竣工清理,10,3.52,3.52,0,0

147,1-4-4,基底钎探,十眼,25.08,25.08,0,0

148,1-4-5,人工原土夯实,10,3.52,3.52,0,0

149,1-4-6,机械原土夯实,10,3.33,1.98,0,1.35

150,1-4-7,原土机械碾压,10,0.54,0.22,0,0.32

151,1-4-8,填土机械碾压,10,48.05,10.78,0.26,37.01

152,1-4-9,人工松填土,10,17.38,17.38,0,0

153,1-4-10,人工夯填土(地坪),10,35.46,35.2,0.26,0

154,1-4-11,机械夯填土(地坪),10,26.42,11.66,0,14.76

155,1-4-12,人工槽坑夯填土,10,44.26,44,0.26,0

156,1-4-13,机械槽坑夯填土,10,34.58,15.4,0,19.18

157,1-4-14,槽坑夯填砂,10,502.68,57.42,443.24,2.02

158,1-4-15,槽坑夯填石屑,10,309.44,57.42,250,2.02

159,1-4-16,槽坑夯填石渣,10,252.22,74.8,174.77,2.65

160,2-1-1,3:7灰土垫层,10,483.08,184.14,288.36,10.58

161,2-1-2,砂垫层,10,547.63,102.52,443.09,2.02

162,2-1-3,人工级配砂石垫层,10,692.91,176.66,510.48,5.77

163,2-1-4,天然级配砂石垫层,10,622.54,147.4,469.37,5.77

164,2-1-5,干铺碎石垫层,10,696.41,147.84,542.32,6.25

165,2-1-6,1:3砂浆灌碎石垫层,10,1049.79,179.3,840.73,29.76

166,2-1-7,干铺碎砖垫层,10,1202.85,171.82,1024.78,6.25

167,2-1-8,1:3砂浆灌碎砖垫层,10,1514.17,242,1248.41,23.76

168,2-1-9,干铺地瓜石垫层,10,772.3,174.68,590.98,6.64

169,2-1-10,1:3砂浆灌地瓜石垫层,10,1232.8,237.82,964.33,30.65

170,2-1-11,干铺毛石垫层,10,825.03,188.1,629.96,6.97

171,2-1-12,1:3砂浆灌毛石垫层,10,1272.3,284.68,951.83,35.79

172,2-1-13,C154现浇无筋砼垫层,10,1439.83,224.62,1205.25,9.96

173,2-1-14,C154现浇毛石砼垫层,10,1370.76,212.96,1147.84,9.96

174,2-2-1,夯填灰土,10,481.01,178.64,291.79,10.58

175,2-2-2,人工填砂石机械振动,10,553.47,81.84,470.22,1.41

176,2-2-3,人工填砂石机械碾压,10,604.84,97.24,495.87,11.73

177,2-2-4,推土机填砂碾压,10,515.04,1.54,495.87,17.63

178,2-2-5,推土机挤淤碾压,10,529.72,2.64,494.94,32.14

179,2-2-6,填铺石屑,10,351,97.24,249.91,3.85

180,2-2-7,填铺碎石,10,693.99,145.42,542.32,6.25

181,2-2-8,抛石挤淤,10,510.97,132.22,377.6,1.15

182,2-2-9,填筑C154现浇毛石砼,10,1357.56,199.76,1147.84,9.96

183,2-3-1,打砼方桩12m内,10,871.6,174.68,49.75,647.17

184,2-3-2,打砼方桩18m内,10,1550.25,117.48,49.75,1383.02

185,2-3-3,打砼方桩30m内,10,1032.7,70.18,49.75,912.77

186,2-3-4,打砼方桩>30m,10,891.45,60.06,49.75,781.64

187,2-3-5,压砼方桩12m内,10,1672.95,157.96,163.87,1351.12

188,2-3-6,压砼方桩18m内,10,1827.1,166.54,163.87,1496.69

189,2-3-7,压砼方桩30m内,10,2251.94,137.94,163.87,1950.13

190,2-3-8,压砼方桩>30m,10,1997.87,116.38,163.87,1717.62

191,2-3-9,打砼管桩16m内,10,11768.17,223.3,10093.11,1451.76

192,2-3-10,打砼管桩24m内,10,11524.1,190.52,10093.11,1240.47

193,2-3-11,打砼管桩32m内,10,11435.48,179.52,10093.11,1162.85

194,2-3-12,打砼管桩>32m,10,11421.78,177.32,10093.11,1151.35

195,2-3-13,打砼板桩1内,10,1964.96,266.64,35.53,1662.79

196,2-3-14,打砼板桩1.5内,10,1635.41,220.88,35.53,1379

197,2-3-15,打砼板桩2.5内,10,1421.12,169.62,35.53,1215.97

198,2-3-16,打砼板桩>2.5,10,1252.43,148.94,35.53,1067.96

199,2-3-17,打孔灌砼桩10m内,10,3525.39,712.14,1783.74,1029.51

200,2-3-18,打孔灌砼桩15m内,10,2873.44,430.76,1783.74,658.94

201,2-3-19,打孔灌砼桩>15m,10,2723.85,365.42,1783.74,574.69

202,2-3-20,夯扩成孔灌注砼桩身,10,3906.69,842.82,1779.32,1284.55

203,2-3-21,夯扩成孔灌注桩夯扩砼,10,4084.31,935.44,1722.76,1426.11

204,2-3-22,螺旋钻机钻孔12m内,10,300.58,219.56,0,81.02

205,2-3-23,螺旋钻孔灌注砼桩12m内,10,1954.15,98.12,1838.61,17.42

206,2-3-24,螺旋钻机钻孔>12m,10,259.05,187.66,0,71.39

207,2-3-25,螺旋钻孔灌注砼桩>12m,10,1920.18,66.22,1838.61,15.35

208,2-3-26,回旋钻机钻孔φ60cm内,10,2933.74,467.06,35.41,2431.27

209,2-3-27,回旋钻机钻孔φ80cm内,10,2531.89,416.02,33.88,2081.99

210,2-3-28,回旋钻机钻孔φ100cm内,10,2230.84,378.4,31.11,1821.33

211,2-3-29,回旋钻机钻孔φ120cm内,10,1934.36,282.26,25.21,1626.89

212,2-3-30,回旋钻机钻孔φ>120cm,10,1703.67,255.2,19.14,1429.33

213,2-3-31,回旋钻机钻孔入岩φ60cm内,10,12768.37,2024,27.89,10716.48

214,2-3-32,回旋钻机钻孔入岩φ80cm内,10,8878.72,1394.36,27.89,7456.47

215,2-3-33,回旋钻机钻孔入岩φ100cm内,10,7557.19,1191.3,27.89,6338

216,2-3-34,回旋钻机钻孔入岩φ120cm内,10,5873.8,924.88,27.89,4921.03

217,2-3-35,回旋钻机钻孔入岩φ>120cm,10,4263.37,691.02,27.89,3544.46

218,2-3-36,回旋钻孔灌注砼桩,10,2366.53,80.3,2286.23,0

219,2-3-37,人工挖孔灌注砼桩壁,10,2120.91,360.58,1669.84,90.49

220,2-3-38,人工挖孔砌黏土砖桩壁120,10,1797.85,512.82,1271.37,13.66

221,2-3-39,人工挖孔砌黏土砖桩壁240,10,1797.37,512.82,1268.59,15.96

222,2-3-40,人工挖孔灌注砼桩芯,10,1876.92,274.34,1401.1,201.48

223,2-3-41,人工挖孔灌注毛石砼桩芯,10,1702.98,191.62,1309.88,201.48

224,2-3-42,打灰土挤密桩6m内,10,1298.25,306.46,454.26,537.53

225,2-3-43,打灰土挤密桩>6m,10,1049.4,194.7,454.26,400.44

226,2-3-44,打砂桩10m内,10,1692.92,380.6,599.99,712.33

227,2-3-45,打砂桩15m内,10,1495.78,266.64,599.99,629.15

228,2-3-46,打砂桩>15m,10,1409.87,213.84,599.99,596.04

229,2-3-47,打碎石桩10m内,10,1614.16,404.14,497.69,712.33

230,2-3-48,打碎石桩15m内,10,1410.42,283.58,497.69,629.15

231,2-3-49,打碎石桩>15m,10,1320.99,227.26,497.69,596.04

232,2-3-50,振冲打碎石桩,10,1160.71,158.4,478.11,524.2

233,2-3-51,钻孔压浆碎石桩,10,2877.31,363.66,1948.17,565.48

234,2-3-52,打砂石桩10m内,10,1808.47,404.14,692,712.33

235,2-3-53,打砂石桩15m内,10,1604.73,283.58,692,629.15

236,2-3-54,打砂石桩>15m,10,1515.3,227.26,692,596.04

237,2-3-55,深层搅拌粉喷水泥桩(水泥10%),10,1062.29,110.88,579.49,371.92

238,2-3-56,深层搅拌浆喷水泥桩(水泥10%),10,1037.73,124.74,584.3,328.69

239,2-3-57,水泥桩水泥掺量每增1%,10,50.05,0,50.05,0

240,2-3-58,高压旋喷水泥桩成孔,10ｍ,213.19,35.2,0,177.99

241,2-3-59,双重管旋喷机高压旋喷水泥桩,10,1472.66,228.14,550,694.52

242,2-3-60,三重管旋喷机高压旋喷水泥桩,10,2078.1,253.44,847.76,976.9

243,2-3-61,预制钢筋砼桩接桩包角钢,十根,3291.39,403.7,231.42,2656.27

244,2-3-62,预制钢筋砼桩接桩包钢板,十根,5083.27,421.52,1871.61,2790.14

245,2-3-63,预制钢筋砼桩接桩注硫磺胶泥,10,16832.22,2120.8,4649.69,10061.73

246,2-3-64,预制钢筋砼桩截方桩,十根,1165.03,102.96,950.2,111.87

247,2-3-65,预制钢筋砼桩截管桩,十根,391.48,83.6,0,307.88

248,2-3-66,预制钢筋砼方桩凿桩头,10,1205.07,781.88,0,423.19

249,2-3-67,灌注砼桩凿桩头,10,480.14,311.3,0,168.84

250,2-3-68,桩头钢筋整理,十根,18.92,18.92,0,0

251,2-4-1,强夯<100t-m25夯点4击,hm,766.44,119.24,0,647.2

252,2-4-2,强夯<100t-m25夯点增减1击,hm,142.11,24.2,0,117.91

253,2-4-3,强夯<100t-m23夯点4击,hm,705.35,109.78,0,595.57

254,2-4-4,强夯<100t-m23夯点增减1击,hm,128.62,20.02,0,108.6

255,2-4-5,强夯<100t-m17夯点4击,hm,521.68,81.4,0,440.28

256,2-4-6,强夯<100t-m17夯点增减1击,hm,94.85,14.74,0,80.11

257,2-4-7,强夯<100t-m13夯点4击,hm,398.65,62.04,0,336.61

258,2-4-8,强夯<100t-m13夯点增减1击,hm,72.16,11.22,0,60.94

259,2-4-9,强夯<100t-m10夯点4击,hm,306.7,47.74,0,258.96

260,2-4-10,强夯<100t-m10夯点增减1击,hm,55.28,8.58,0,46.7

261,2-4-11,强夯<100t-m低锤满拍,hm,725.31,107.14,0,618.17

262,2-4-12,强夯<200t-m25夯点4击,hm,1529.41,159.28,0,1370.13

263,2-4-13,强夯<200t-m25夯点增减1击,hm,279.34,29.04,0,250.3

264,2-4-14,强夯<200t-m23夯点4击,hm,1406.71,146.52,0,1260.19

265,2-4-15,强夯<200t-m23夯点增减1击,hm,257.47,26.84,0,230.63

266,2-4-16,强夯<200t-m17夯点4击,hm,1039.67,108.24,0,931.43

267,2-4-17,强夯<200t-m17夯点增减1击,hm,190.6,19.8,0,170.8

268,2-4-18,强夯<200t-m13夯点4击,hm,795.32,82.72,0,712.6

269,2-4-19,强夯<200t-m13夯点增减1击,hm,145.41,15.4,0,130.01

270,2-4-20,强夯<200t-m10夯点4击,hm,611.8,63.58,0,548.22

271,2-4-21,强夯<200t-m10夯点增减1击,hm,112.28,11.66,0,100.62

272,2-4-22,强夯<200t-m低锤满拍,hm,1366.66,134.42,0,1232.24

273,2-4-23,强夯<300t-m25夯点4击,hm,1919.58,188.32,0,1731.26

274,2-4-24,强夯<300t-m25夯点增减1击,hm,370.53,36.08,0,334.45

275,2-4-25,强夯<300t-m23夯点4击,hm,1766.55,173.14,0,1593.41

276,2-4-26,强夯<300t-m23夯点增减1击,hm,337.98,33.22,0,304.76

277,2-4-27,强夯<300t-m17夯点4击,hm,1305.31,128.04,0,1177.27

278,2-4-28,强夯<300t-m17夯点增减1击,hm,249.53,24.42,0,225.11

279,2-4-29,强夯<300t-m13夯点4击,hm,998.52,97.68,0,900.84

280,2-4-30,强夯<300t-m13夯点增减1击,hm,191.35,18.7,0,172.65

281,2-4-31,强夯<300t-m10夯点4击,hm,767.81,75.24,0,692.57

282,2-4-32,强夯<300t-m10夯点增减1击,hm,147.76,14.52,0,133.24

283,2-4-33,强夯<300t-m低锤满拍,hm,2281.85,128.7,0,2153.15

284,2-4-34,强夯<400t-m25夯点4击,hm,4186.07,358.82,0,3827.25

285,2-4-35,强夯<400t-m25夯点增减1击,hm,896.02,76.78,0,819.24

286,2-4-36,强夯<400t-m23夯点4击,hm,3850.56,330,0,3520.56

287,2-4-37,强夯<400t-m23夯点增减1击,hm,824.18,70.62,0,753.56

288,2-4-38,强夯<400t-m17夯点4击,hm,2694.02,231,0,2463.02

289,2-4-39,强夯<400t-m17夯点增减1击,hm,608.66,52.14,0,556.52

290,2-4-40,强夯<400t-m13夯点4击,hm,2176.52,186.56,0,1989.96

291,2-4-41,强夯<400t-m13夯点增减1击,hm,465.61,40.04,0,425.57

292,2-4-42,强夯<400t-m10夯点4击,hm,1674.26,143.66,0,1530.6

293,2-4-43,强夯<400t-m10夯点增减1击,hm,359.2,30.8,0,328.4

294,2-4-44,强夯<400t-m低锤满拍,hm,2715.64,219.78,0,2495.86

295,2-4-45,强夯<500t-m25夯点4击,hm,5424.07,405.46,0,5018.61

296,2-4-46,强夯<500t-m25夯点增减1击,hm,1161.12,86.68,0,1074.44

297,2-4-47,强夯<500t-m23夯点4击,hm,4988.39,372.9,0,4615.49

298,2-4-48,强夯<500t-m23夯点增减1击,hm,1068.09,79.86,0,988.23

299,2-4-49,强夯<500t-m17夯点4击,hm,3488.63,261.14,0,3227.49

300,2-4-50,强夯<500t-m17夯点增减1击,hm,788.99,58.96,0,730.03

301,2-4-51,强夯<500t-m13夯点4击,hm,2819.8,210.76,0,2609.04

302,2-4-52,强夯<500t-m13夯点增减1击,hm,603.36,45.32,0,558.04

303,2-4-53,强夯<500t-m10夯点4击,hm,2168.8,162.36,0,2006.44

304,2-4-54,强夯<500t-m10夯点增减1击,hm,465.37,34.76,0,430.61

305,2-4-55,强夯<500t-m低锤满拍,hm,3043.15,263.78,0,2779.37

306,2-4-56,强夯<600t-m25夯点4击,hm,5977.86,458.26,0,5519.6

307,2-4-57,强夯<600t-m25夯点增减1击,hm,1268.97,86.68,0,1182.29

308,2-4-58,强夯<600t-m23夯点4击,hm,5450.23,372.9,0,5077.33

309,2-4-59,强夯<600t-m23夯点增减1击,hm,1068.09,79.86,0,988.23

310,2-4-60,强夯<600t-m17夯点4击,hm,3490.69,261.14,0,3229.55

311,2-4-61,强夯<600t-m17夯点增减1击,hm,788.99,58.96,0,730.03

312,2-4-62,强夯<600t-m13夯点4击,hm,2819.8,210.76,0,2609.04

313,2-4-63,强夯<600t-m13夯点增减1击,hm,603.36,45.32,0,558.04

314,2-4-64,强夯<600t-m10夯点4击,hm,2168.8,162.36,0,2006.44

315,2-4-65,强夯<600t-m10夯点增减1击,hm,465.37,34.76,0,430.61

316,2-4-66,强夯<600t-m低锤满拍,hm,3321.8,287.98,0,3033.82

317,2-5-1,木撑木挡土疏板防护,10,89.34,36.52,52.82,0

318,2-5-2,钢撑木挡土疏板防护,10,73.18,27.94,45.24,0

319,2-5-3,木撑木挡土密板防护,10,111.02,47.08,63.94,0

320,2-5-4,钢撑木挡土密板防护,10,91.08,35.86,55.22,0

321,2-5-5,木撑钢挡土疏板防护,10,95.24,36.96,58.28,0

322,2-5-6,钢撑钢挡土疏板防护,10,77.24,28.16,49.08,0

323,2-5-7,木撑钢挡土密板防护,10,113.5,47.08,66.42,0

324,2-5-8,钢撑钢挡土密板防护,10,93.42,36.3,57.12,0

325,2-5-9,袋土围堰,10,810.65,381.92,392.26,36.47

326,2-5-10,打钢工具桩6m内,ｔ,497.64,72.82,25.66,399.16

327,2-5-11,打钢工具桩10m内,ｔ,347.64,50.16,25.66,271.82

328,2-5-12,打钢工具桩15m内,ｔ,256.99,35.42,25.66,195.91

329,2-5-13,打钢工具桩>15m,ｔ,205.65,28.16,25.66,151.83

330,2-5-14,拔钢工具桩6m内,ｔ,234.5,53.68,3.72,177.1

331,2-5-15,拔钢工具桩10m内,ｔ,164.2,36.96,3.72,123.52

332,2-5-16,拔钢工具桩15m内,ｔ,133.79,30.36,3.72,99.71

333,2-5-17,拔钢工具桩>15m,ｔ,129.94,29.48,3.72,96.74

334,2-5-18,安拆导向夹具,10ｍ,57.03,9.24,23.74,24.05

335,2-5-19,土层砂浆土钉(钻孔灌浆),10ｍ,105.52,49.5,32.65,23.37

336,2-5-20,岩石砂浆土钉(钻孔灌浆),10ｍ,197.67,52.58,15.81,129.28

337,2-5-21,锚杆机钻孔灌浆,10ｍ,1134.47,132,591.96,410.51

338,2-5-22,锚杆机入岩增加,10ｍ,1705.5,528,456,721.5

339,2-5-23,土层喷射砼护坡初喷50,10,155.45,32.56,95.89,27

340,2-5-24,岩层喷射砼护坡初喷50,10,188.07,55.66,103.25,29.16

341,2-5-25,喷射砼护坡每增减10mm,10,30.33,5.94,19.17,5.22

342,2-6-1,抽水机基底排水降水深1m内,10,400.26,4.4,21.07,374.79

343,2-6-2,抽水机基底排水降水深2m内,10,685.42,6.6,39.47,639.35

344,2-6-3,抽水机基底排水降水深3m内,10,862.66,11,64.88,786.78

345,2-6-4,砖砌集水井排水h2-4m内,座,979.86,497.2,408.89,73.77

346,2-6-5,钢筋笼集水井排水h2-4m内,座,694.43,388.96,255.8,49.67

347,2-6-6,砼无砂管φ55cm集水深井,10ｍ,3050.46,418.88,1250.96,1380.62

348,2-6-7,钢筋笼集水深井,10ｍ,1677.8,453.64,288.81,935.35

349,2-6-8,钢管集水深井,10ｍ,1434.22,355.3,111.18,967.74

350,2-6-9,潜水泵抽水机集水井排水,台日,191.96,0.88,0,191.08

351,2-6-10,单机清水泵抽水机集水井排水,台日,321.44,0.88,0,320.56

352,2-6-11,泥浆泵抽水机集水井排水,台日,755.7,0.88,0,754.82

353,2-6-12,轻型井点7m降水井管安拆,十根,1045.54,344.52,167.48,533.54

354,2-6-13,轻型井点7m降水设备使用,套天,668.65,66,58.99,543.66

355,2-6-14,喷射井点10m降水井管安拆,十根,3791.59,1012,566.81,2212.78

356,2-6-15,喷射井点10m降水设备使用,套天,1823.99,132,56.39,1635.6

357,2-6-16,喷射井点15m降水井管安拆,十根,6208.23,1661.66,833.77,3712.8

358,2-6-17,喷射井点15m降水设备使用,套天,1917.83,132,150.23,1635.6

359,2-6-18,喷射井点20m降水井管安拆,十根,8214.06,2144.34,1087.66,4982.06

360,2-6-19,喷射井点20m降水设备使用,套天,1972.84,132,205.24,1635.6

361,2-6-20,喷射井点30m降水井管安拆,十根,10566.63,2782.78,1619.98,6163.87

362,2-6-21,喷射井点30m降水设备使用,套天,2198.8,132,431.2,1635.6

363,2-6-22,大口径φ600井点15m降水井管安拆,十根,23641.56,4722.3,2609.06,16310.2

364,2-6-23,大口径φ600井点15m降水设备使用,套天,1819.44,132,51.84,1635.6

365,2-6-24,水平井点25m降水井管安拆,十根,44827.14,9511.7,2806,32509.44

366,2-6-25,水平井点25m降水设备使用,套天,923.53,132,33.25,758.28

367,2-6-26,电渗井点阳极降水制安及拆除,十根,6679.95,521.84,5140.9,1017.21

368,2-6-27,电渗井点阳极降水设备使用,套天,1083.14,132,306.62,644.52

369,2-6-28,射流泵井点降水制安及拆除,眼组,58.25,24.42,19.18,14.65

370,2-6-29,射流泵井点降水井点抽水,组天,303.69,89.1,0,214.59

371,3-1-1,M5.0砂浆砖基础,10,1389.81,267.96,1107.09,14.76

372,3-1-2,M5.0混浆矩形砖柱周长1.2m内,10,1748.15,584.32,1151.57,12.26

373,3-1-3,M5.0混浆矩形砖柱周长1.8m内,10,1705.58,545.38,1146.54,13.66

374,3-1-4,M5.0混浆矩形砖柱周长>1.8m,10,1600.53,441.54,1144.73,14.26

375,3-1-5,M5.0混浆异形砖柱,10,2040.96,551.54,1472.86,16.56

376,3-1-6,M2.5混浆单面清水砖墙115,10,1600.41,457.6,1130.6,12.21

377,3-1-7,M2.5混浆单面清水砖墙180,10,1590.95,451.88,1125.71,13.36

378,3-1-8,M2.5混浆单面清水砖墙240,10,1514.52,397.1,1103.36,14.06

379,3-1-9,M2.5混浆单面清水砖墙360,10,1513.35,375.1,1123.34,14.91

380,3-1-10,M2.5混浆单面清水砖墙≥490,10,1497.14,360.58,1121.25,15.31

381,3-1-11,M2.5混浆混水砖墙53,10,1737.93,584.32,1146.26,7.35

382,3-1-12,M2.5混浆混水砖墙115,10,1581.93,439.12,1130.6,12.21

383,3-1-13,M2.5混浆混水砖墙180,10,1551.92,413.38,1125.23,13.31

384,3-1-14,M2.5混浆混水砖墙240,10,1455.78,338.36,1103.36,14.06

385,3-1-15,M2.5混浆混水砖墙365,10,1467.25,328.9,1123.34,15.01

386,3-1-16,M2.5混浆混水砖墙490,10,1461.77,325.38,1121.08,15.31

387,3-1-17,弧形砖墙另加工料,10,50.24,33,17.24,0

388,3-1-18,M5.0混浆贴砌砖墙53,10,107.8,35.42,71.33,1.05

389,3-1-19,M5.0混浆贴砌砖墙115,10,196.42,52.8,141.57,2.05

390,3-1-20,M5.0混浆贴砌砖墙240,10,374.97,88,282.92,4.05

391,3-1-21,M5.0混浆空花砖墙115,10,137.61,45.32,91.44,0.85

392,3-1-22,M5.0混浆空花砖墙240,10,287.44,94.82,190.82,1.8

393,3-1-23,M5.0混浆砖平璇,10,2160.18,596.2,1549.67,14.31

394,3-1-24,M5.0混浆砖拱璇,10,2520.29,849.2,1655.43,15.66

395,3-1-25,M5.0混浆砖过梁,10,1891.14,462.44,1411.44,17.26

396,3-1-26,M5.0混浆半砖栏板,10,190.31,56.32,132.59,1.4

397,3-1-27,M5.0砂浆砖台阶,10,1462.98,302.5,1145.72,14.76

398,3-1-28,M5.0混浆砖地沟,10,1457.01,307.12,1135.63,14.26

399,3-1-29,M5.0混浆零星砖砌体,10,1594.93,506,1075.72,13.21

400,3-2-1,M5.0砂浆乱毛石基础,10,1092.26,259.82,807.88,24.56

401,3-2-2,M5.0混浆乱毛石墙,10,1317.68,418.44,874.68,24.56

402,3-2-3,M5.0混浆乱毛石挡土墙,10,1188.32,289.08,874.68,24.56

403,3-2-4,M5.0混浆乱毛石护坡,10,1272.94,311.52,934.45,26.97

404,3-2-5,干砌乱毛石护坡,10,931.7,202.4,729.3,0

405,3-2-6,M5.0混浆整毛石墙毛石背里450,10,638.21,213.62,413.53,11.06

406,3-2-7,M5.0混浆整毛石墙毛石背里±10,10,13.15,4.18,8.72,0.25

407,3-2-8,M5.0混浆整毛石墙砖背里450,10,672.12,197.12,466.69,8.31

408,3-2-9,M5.0混浆整毛石墙砖背里±10,10,14.85,3.52,11.18,0.15

409,3-2-10,整砌毛石表面处理,10,158.02,109.12,48.9,0

410,3-2-11,石表面倒扁光(斜面10cm内),10ｍ,38.94,38.94,0,0

411,3-2-12,M5.0混浆方整石柱,10,3807.51,664.18,3134.77,8.56

412,3-2-13,M5.0混浆方整石墙,10,3492.27,350.68,3132.78,8.81

413,3-2-14,M5.0混浆方整石墙毛石背里450,10,1149.71,190.74,951.37,7.6

414,3-2-15,M5.0混浆方整石墙毛石背里±10,10,13.18,4.18,8.75,0.25

415,3-2-16,M5.0混浆方整石墙砖背里450,10,1205.68,173.8,1024.88,7

416,3-2-17,M5.0混浆方整石墙砖背里±10,10,14.85,3.52,11.18,0.15

417,3-2-18,M10混浆方整石平璇,10,4341.28,638.22,3694.05,9.01

418,3-2-19,M10混浆方整石拱璇,10,4459.5,771.54,3678.7,9.26

419,3-2-20,M5.0混浆零星方整石砌体,10,4242.69,913.66,3317.97,11.06

420,3-3-1,M5.0混浆烧结粉煤灰轻质砖墙115,10,1708.61,443.08,1253.32,12.21

421,3-3-2,M5.0混浆烧结粉煤灰轻质砖墙180,10,1692.05,432.08,1246.66,13.31

422,3-3-3,M5.0混浆烧结粉煤灰轻质砖墙240,10,1589.65,353.76,1221.83,14.06

423,3-3-4,M5.0混浆烧结粉煤灰轻质砖墙365,10,1602.42,343.86,1243.55,15.01

424,3-3-5,M5.0混浆黏土多孔砖墙115,10,1897.89,310.2,1578.28,9.41

425,3-3-6,M5.0混浆黏土多孔砖墙180,10,1832.98,279.62,1541.5,11.86

426,3-3-7,M5.0混浆黏土多孔砖墙240,10,1843.33,261.14,1570.38,11.81

427,3-3-8,M5.0混浆黏土多孔砖墙365,10,1893.5,235.4,1645.49,12.61

428,3-3-9,M5.0混浆煤矸石多孔砖墙90,10,2042.37,325.6,1706.81,9.96

429,3-3-10,M5.0混浆煤矸石多孔砖墙190,10,1991.65,275,1706.69,9.96

430,3-3-11,M5.0混浆煤矸石多孔砖墙240,10,1963.82,270.16,1681.25,12.41

431,3-3-12,M5.0混浆煤矸石多孔砖墙290,10,1943.52,245.96,1685.55,12.01

432,3-3-13,M5.0混浆承重型黏土空心砖墙115,10,2086.74,325.6,1752.83,8.31

433,3-3-14,M5.0混浆承重型黏土空心砖墙180,10,2053.19,293.7,1751.13,8.36

434,3-3-15,M5.0混浆承重型黏土空心砖墙240,10,2011.77,274.12,1726.64,11.01

435,3-3-16,M5.0混浆承重型黏土空心砖墙365,10,1977.09,247.5,1717.83,11.76

436,3-3-17,M5.0混浆非承重黏土空心砖墙115,10,1921.93,338.58,1574.44,8.91

437,3-3-18,M5.0混浆非承重黏土空心砖墙240,10,1865.44,281.82,1574.41,9.21

438,3-3-19,M5.0混浆零星空心砖砌体,10,2063.89,431.64,1619.14,13.11

439,3-3-20,M5.0混浆煤矸石空心砖墙115,10,2004.69,341.88,1653.3,9.51

440,3-3-21,M5.0混浆煤矸石空心砖墙180,10,1985.63,313.28,1662.24,10.11

441,3-3-22,M5.0混浆煤矸石空心砖墙240,10,1927.94,284.46,1631.82,11.66

442,3-3-23,M5.0混浆煤矸石空心砖墙365,10,1897.4,260.26,1624.68,12.46

443,3-3-24,M5.0混浆加气砼砌块墙120,10,1882.42,247.06,1631.26,4.1

444,3-3-25,M5.0混浆加气砼砌块墙180,10,1787.12,227.48,1555.54,4.1

445,3-3-26,M5.0混浆加气砼砌块墙240,10,1835.7,198.66,1632.94,4.1

446,3-3-27,M5.0混浆泡沫砼砌块墙90,10,1805.96,245.08,1551.62,9.26

447,3-3-28,M5.0混浆泡沫砼砌块墙190,10,1824.1,223.08,1596.32,4.7

448,3-3-29,M5.0混浆泡沫砼砌块墙290,10,1785.34,198.22,1580.92,6.2

449,3-3-30,M5.0混浆泡沫砼砌块墙390,10,1765.06,178.64,1580.22,6.2

450,3-3-31,M7.5混浆硅酸钙砌块墙120,10,1859.35,297.44,1556.96,4.95

451,3-3-32,M7.5混浆硅酸钙砌块墙180,10,1843.13,278.96,1559.22,4.95

452,3-3-33,M7.5混浆硅酸钙砌块墙240,10,1812.92,251.02,1556.95,4.95

453,3-3-34,M7.5混浆硅酸钙砌块墙365,10,1784.08,227.04,1551.29,5.75

454,3-3-35,石膏砌空心块墙110,10,6926.61,194.7,6731.91,0

455,3-3-36,石膏砌空心块墙180,10,6933.04,174.9,6758.14,0

456,3-3-37,石膏砌夹心块墙80,10,6938.21,215.6,6722.61,0

457,3-3-38,石膏砌夹心块墙100,10,6934.21,209.66,6724.55,0

458,3-3-39,M7.5混浆粉煤灰加气砼砌块墙200,10,1821.2,196.02,1619.28,5.9

459,3-3-40,M7.5混浆煤矸石砌块墙280,10,1927.95,201.52,1720.03,6.4

460,3-3-41,M7.5混浆硅酸盐砌块墙240,10,2613.21,230.34,2377.82,5.05

461,3-3-42,M7.5混浆膨胀珍珠岩砌块墙110,10,13003.22,218.68,12780.94,3.6

462,3-3-43,M7.5混浆砼空心砌块墙90,10,2684.97,258.06,2420.51,6.4

463,3-3-44,M7.5混浆砼空心砌块墙190,10,2689.42,226.6,2457.52,5.3

464,3-3-45,M7.5混浆砼空心砌块墙290,10,2631.46,199.32,2425.14,7

465,3-3-46,M7.5混浆砼空心砌块墙390,10,2612.87,183.48,2422.74,6.65

466,3-3-47,M7.5混浆轻骨料砼空心砌块墙90,10,2007.11,245.74,1754.97,6.4

467,3-3-48,M7.5混浆轻骨料砼空心砌块墙190,10,1995.7,215.82,1774.58,5.3

468,3-3-49,M7.5混浆轻骨料砼空心砌块墙290,10,1956.47,189.86,1759.61,7

469,3-3-50,M7.5混浆轻骨料砼空心砌块墙390,10,1938.12,174.9,1756.57,6.65

470,3-3-51,M5.0混浆砌空心砌块烟风道240,10,4527.27,750.2,3774.27,2.8

471,3-3-52,M5.0混浆砌变压式排烟道半周800,10ｍ,960.08,162.36,797.55,0.17

472,3-3-53,M5.0混浆砌变压式排烟道半周1200,10ｍ,1289.61,212.3,1077.07,0.24

473,3-3-54,M5.0混浆砌变压式排烟道半周1500,10ｍ,1594.67,253,1341.38,0.29

474,3-3-55,钢筋砼漏空花格70内,10,1067.98,30.14,1037.58,0.26

475,3-3-56,钢筋砼漏空花格100内,10,1334.31,43.34,1290.59,0.38

476,3-3-57,钢筋砼漏空花格200内,10,2146.99,86.68,2059.55,0.76

477,3-3-58,预制水磨石隔断板.窗台板,10,689.92,34.76,655.16,0

478,3-4-1,GRC多孔板墙60,10,1949.27,30.36,1898.71,20.2

479,3-4-2,GRC多孔板墙80,10,2189.26,33.66,2135.27,20.33

480,3-4-3,GRC多孔板墙90,10,2309.86,36.08,2253.45,20.33

481,3-4-4,GRC多孔板墙100,10,2429.59,37.4,2371.73,20.46

482,3-4-5,GRC多孔板墙120,10,2669.76,40.92,2608.25,20.59

483,3-4-6,轻集料砼多孔条板墙75,10,1541.21,29.92,1491,20.29

484,3-4-7,轻集料砼多孔条板墙100,10,1647.28,32.56,1594.43,20.29

485,3-4-8,轻集料砼多孔条板墙120,10,1964.43,35.86,1908.28,20.29

486,3-4-9,轻陶粒砼实心条板墙60,10,760.71,33.66,704.02,23.03

487,3-4-10,轻陶粒砼实心条板墙80,10,872.3,36.96,812.31,23.03

488,3-4-11,石膏空心条板墙60,10,707.74,27.28,660.38,20.08

489,3-4-12,石膏空心条板墙80,10,893.47,29.26,844.01,20.2

490,3-4-13,双石膏空心条板墙,10,1307.67,63.8,1236.1,7.77

491,3-4-14,双石膏空心条板墙填50,10,1468.41,69.3,1391.13,7.98

492,3-4-15,双石膏空心条板墙厚±10,10,29.34,0.22,29.12,0

493,3-4-16,硅镁多孔板墙90,10,1201.42,32.56,1148.53,20.33

494,3-4-17,硅镁多孔板墙100,10,1326.96,33.66,1272.97,20.33

495,3-4-18,木纤维增强水泥多孔板80,10,1483.32,30.58,1430.35,22.39

496,3-4-19,网架水泥板聚苯乙烯泡塑心76(50),10,888.9,28.82,846.85,13.23

497,3-4-20,网架水泥板岩棉夹心65(40),10,835.97,25.3,797.44,13.23

498,3-4-21,网架水泥板岩棉夹心75(50),10,876.99,28.6,835.16,13.23

499,3-4-22,网架水泥板岩棉夹心85(60),10,972.19,31.68,927.28,13.23

500,3-4-23,GRC复合外墙板120,10,1788.22,40.48,1720.33,27.41

501,3-4-24,GRC复合外墙板370,10,2151.95,53.9,2070.89,27.16

502,3-4-25,彩钢压型板墙,10,845.54,20.46,779.69,45.39

503,3-4-26,双层彩钢压板墙聚氨酯板填60,10,1737.48,34.32,1631.38,71.78

504,3-4-27,双层彩钢压板墙聚氨酯板填100,10,1931.65,34.98,1824.89,71.78

505,3-4-28,双层彩钢压板墙聚氨酯板填±20,10,96.78,0.22,96.56,0

506,3-4-29,双层彩钢压板墙岩棉板填80,10,1678.96,34.76,1572.42,71.78

507,3-4-30,双层彩钢压板墙岩棉板填120,10,1795.06,35.2,1688.08,71.78

508,3-4-31,双层彩钢压板墙聚苯乙烯板填75,10,1610.78,34.54,1504.46,71.78

509,3-4-32,双层彩钢压板墙聚苯乙烯板填150,10,1775.23,35.64,1667.81,71.78

510,3-4-33,双层彩钢压板墙聚苯乙烯板±25,10,54.78,0.44,54.34,0

511,4-1-1,现浇构件圆钢筋φ4,ｔ,3322.84,426.36,2856.03,40.45

512,4-1-2,现浇构件圆钢筋φ6.5,ｔ,3143.73,486.2,2630.81,26.72

513,4-1-3,现浇构件圆钢筋φ8,ｔ,2902.89,315.04,2557.38,30.47

514,4-1-4,现浇构件圆钢筋φ10,ｔ,2752.26,231,2493.65,27.61

515,4-1-5,现浇构件圆钢筋φ12,ｔ,2815.88,203.72,2531.49,80.67

516,4-1-6,现浇构件圆钢筋φ14,ｔ,2753.29,173.8,2504.79,74.7

517,4-1-7,现浇构件圆钢筋φ16,ｔ,2707.1,153.56,2480.05,73.49

518,4-1-8,现浇构件圆钢筋φ18,ｔ,2693.54,135.3,2491.59,66.65

519,4-1-9,现浇构件圆钢筋φ20,ｔ,2657.18,121,2471,65.18

520,4-1-10,现浇构件圆钢筋φ22,ｔ,2636.21,109.78,2467.28,59.15

521,4-1-11,现浇构件圆钢筋φ25,ｔ,2608.62,97.46,2458.76,52.4

522,4-1-12,现浇构件圆钢筋φ28,ｔ,2610.31,93.28,2457.93,59.1

523,4-1-13,现浇构件螺纹钢筋φ12,ｔ,2840.19,203.72,2542.46,94.01

524,4-1-14,现浇构件螺纹钢筋φ14,ｔ,2797.11,173.8,2536.99,86.32

525,4-1-15,现浇构件螺纹钢筋φ16,ｔ,2751,153.56,2512.56,84.88

526,4-1-16,现浇构件螺纹钢筋φ18,ｔ,2740.69,135.3,2528.42,76.97

527,4-1-17,现浇构件螺纹钢筋φ20,ｔ,2694.37,121,2497.97,75.4

528,4-1-18,现浇构件螺纹钢筋φ22,ｔ,2675.83,109.78,2496.21,69.84

529,4-1-19,现浇构件螺纹钢筋φ25,ｔ,2667.51,97.46,2507.58,62.47

530,4-1-20,现浇构件螺纹钢筋φ28,ｔ,2647.82,93.28,2485.85,68.69

531,4-1-21,现浇构件螺纹钢筋φ30,ｔ,2644.39,96.8,2485.85,61.74

532,4-1-22,现浇构件螺纹钢筋φ32,ｔ,2643.51,95.92,2485.85,61.74

533,4-1-23,预制构件圆钢筋φ5内绑扎,ｔ,3795.67,899.14,2855.47,41.06

534,4-1-24,预制构件圆钢筋φ5内点焊,ｔ,3899.25,707.08,2804.22,387.95

535,4-1-25,预制构件