陜西建筑工程2009價(jià)目表

序號(hào),定額編號(hào),子目名稱,單位,單價(jià)

,*,土建工程,,

,**,第一章土石方工程,,

,***,人工土方,,

1,1-1,"人工挖土方,挖深(2m)以內(nèi)",100m3,1351.56

2,1-2,"人工挖土方,挖深(4m)以內(nèi)",100m3,1746.78

3,1-3,"人工挖土方,挖深(6m)以內(nèi)",100m3,2129.82

4,1-4,"人工挖土方,挖深6m以上每增1m",100m3,74.76

5,1-5,"人工挖溝槽,挖深(2m)以內(nèi)",100m3,1695.96

6,1-6,"人工挖溝槽,挖深(4m)以內(nèi)",100m3,2180.22

7,1-7,"人工挖溝槽,挖深(6m)以內(nèi)",100m3,2507.4

8,1-8,"人工挖溝槽,挖深6m以上每增1m",100m3,91.14

9,1-9,"人工挖地坑,挖深(2m)以內(nèi)",100m3,1948.8

10,1-10,"人工挖地坑,挖深(4m)以內(nèi)",100m3,2313.78

11,1-11,"人工挖地坑,挖深(6m)以內(nèi)",100m3,2713.62

12,1-12,"人工挖地坑,挖深6m以上每增1m",100m3,99.12

13,1-13,"人工挖枯井、灰土井,挖深(4m)以內(nèi)",10m3,381.36

14,1-14,"人工挖枯井、灰土井,挖深(6m)以內(nèi)",10m3,423.36

15,1-15,"人工挖枯井、灰土井,挖深(8m)以內(nèi)",10m3,472.5

16,1-16,"人工挖枯井、灰土井,挖深8m以上每增1m",10m3,104.58

17,1-17,人工挖淤泥流砂,100m3,4620

18,1-18,人工山坡切土,100m3,443.1

19,1-19,平整場(chǎng)地,100m2,267.54

20,1-20,鉆探及回填孔,100m2,655.18

21,1-21,原土夯實(shí),100m2,72.03

22,1-22,"人工挖樁孔,深度(6m)以內(nèi)",10m3,561.96

23,1-23,"人工挖樁孔,深度(8m)以內(nèi)",10m3,673.68

24,1-24,"人工挖樁孔,深度(10m)以內(nèi)",10m3,758.94

25,1-25,"人工挖樁孔,深度(12m)以內(nèi)",10m3,842.94

26,1-26,回填夯實(shí)素土,100m3,1825.86

27,1-27,回填夯實(shí)2:8灰土,100m3,6075.72

28,1-28,回填夯實(shí)3:7灰土,100m3,7569.96

29,1-29,回填夯實(shí)2:8灰土井、枯井,10m3,965.85

30,1-30,回填夯實(shí)3:7灰土井、枯井,10m3,1114.91

31,1-31,回填土松填(不打夯),100m3,359.94

32,1-32,單(雙)輪車(chē)運(yùn)土50m,100m3,690.48

33,1-33,單(雙)輪車(chē)運(yùn)土每增50m,100m3,110.88

34,1-34,單(雙)輪車(chē)運(yùn)淤泥20m,100m3,1463.7

35,1-35,單(雙)輪車(chē)運(yùn)淤泥每增20m,100m3,252

36,1-36,"木擋土板,木支撐密撐",100m2,1791.06

37,1-37,"木擋土板,木支撐疏撐",100m2,1407.51

38,1-38,"木擋土板,鋼支撐密撐",100m2,1556.97

39,1-39,"木擋土板,鋼支撐疏撐",100m2,1252.33

40,1-40,"鋼擋土板,木支撐密撐",100m2,1619.17

41,1-41,"鋼擋土板,木支撐疏撐",100m2,1347.02

42,1-42,"鋼擋土板,鋼支撐密撐",100m2,1396

43,1-43,"鋼擋土板,鋼支撐疏撐",100m2,1166.66

,***,人工石方,,

44,1-44,平基(鑿石)松石,100m3,3014.34

45,1-45,平基(鑿石)次堅(jiān)石,100m3,3852.24

46,1-46,平基(鑿石)普?qǐng)?jiān)石,100m3,6768.3

47,1-47,平基(鑿石)特堅(jiān)石,100m3,11157.3

48,1-48,溝槽(鑿石)松石,100m3,3542.7

49,1-49,溝槽(鑿石)次堅(jiān)石,100m3,4553.64

50,1-50,溝槽(鑿石)普?qǐng)?jiān)石,100m3,9115.26

51,1-51,溝槽(鑿石)特堅(jiān)石,100m3,18364.5

52,1-52,基坑(鑿石)松石,100m3,4948.02

53,1-53,基坑(鑿石)次堅(jiān)石,100m3,6322.68

54,1-54,基坑(鑿石)普?qǐng)?jiān)石,100m3,13691.58

55,1-55,基坑(鑿石)特堅(jiān)石,100m3,28525.14

56,1-56,地面攤座松石,100m2,933.24

57,1-57,地面攤座次堅(jiān)石,100m2,1107.96

58,1-58,地面攤座普?qǐng)?jiān)石,100m2,2062.2

59,1-59,地面攤座特堅(jiān)石,100m2,5058.9

60,1-60,槽(坑)攤座松石,100m2,1125.6

61,1-61,槽(坑)攤座次堅(jiān)石,100m2,1396.5

62,1-62,槽(坑)攤座普?qǐng)?jiān)石,100m2,2319.24

63,1-63,槽(坑)攤座特堅(jiān)石,100m2,5468.82

64,1-64,修整邊坡松石,100m2,594.72

65,1-65,修整邊坡次堅(jiān)石,100m2,760.2

66,1-66,修整邊坡普?qǐng)?jiān)石,100m2,1603.14

67,1-67,修整邊坡特堅(jiān)石,100m2,3081.54

68,1-68,人工打眼爆破石方(平基)松石,100m3,1580.48

69,1-69,人工打眼爆破石方(平基)次堅(jiān)石,100m3,1940.7

70,1-70,人工打眼爆破石方(平基)普?qǐng)?jiān)石,100m3,3199.27

71,1-71,人工打眼爆破石方(平基)特堅(jiān)石,100m3,4743.31

72,1-72,人工打眼爆破石方(溝槽)松石,100m3,3968.64

73,1-73,人工打眼爆破石方(溝槽)次堅(jiān)石,100m3,4969.33

74,1-74,人工打眼爆破石方(溝槽)普?qǐng)?jiān)石,100m3,7922.05

75,1-75,人工打眼爆破石方(溝槽)特堅(jiān)石,100m3,12010.38

76,1-76,人工打眼爆破石方(地坑)松石,100m3,4448.28

77,1-77,人工打眼爆破石方(地坑)次堅(jiān)石,100m3,5913.71

78,1-78,人工打眼爆破石方(地坑)普?qǐng)?jiān)石,100m3,9210.08

79,1-79,人工打眼爆破石方(地坑)特堅(jiān)石,100m3,13797.84

80,1-80,"人工石方,孤石爆破",100m3,1544.89

81,1-81,單(雙)輪車(chē)運(yùn)石方運(yùn)距50m以內(nèi),100m3,1237.32

82,1-82,單(雙)輪車(chē)運(yùn)石方500m以內(nèi)每增50m,100m3,296.52

,***,機(jī)械土方,,

83,1-83,推土機(jī)推土推距(20m)以內(nèi),1000m3,3312.4

84,1-84,推土機(jī)推土推距(40m)以內(nèi),1000m3,4184.91

85,1-85,推土機(jī)推土推距(60m)以內(nèi),1000m3,5377.8

86,1-86,推土機(jī)推土推距(80m)以內(nèi),1000m3,6877.43

87,1-87,鏟運(yùn)機(jī)鏟運(yùn)土運(yùn)距(300m)以內(nèi),1000m3,4462.77

88,1-88,鏟運(yùn)機(jī)鏟運(yùn)土運(yùn)距(500m)以內(nèi),1000m3,5255.55

89,1-89,鏟運(yùn)機(jī)鏟運(yùn)土運(yùn)距每增200m,1000m3,905.83

90,1-90,挖掘機(jī)挖土配自卸汽車(chē)運(yùn)土方1km,1000m3,13447.34

91,1-91,挖掘機(jī)挖土配自卸汽車(chē)運(yùn)土方每增1km,1000m3,1132.62

92,1-92,挖掘機(jī)挖土不裝車(chē),1000m3,4188.79

93,1-93,裝載機(jī)裝土,1000m3,1465.97

94,1-94,"裝載機(jī)現(xiàn)場(chǎng)倒運(yùn)土,距離(20m)以內(nèi)",1000m3,2000.69

95,1-95,"裝載機(jī)現(xiàn)場(chǎng)倒運(yùn)土,距離(40m)以內(nèi)",1000m3,2648.14

96,1-96,"裝載機(jī)現(xiàn)場(chǎng)倒運(yùn)土,距離(60m)以內(nèi)",1000m3,3148.9

97,1-97,"裝載機(jī)現(xiàn)場(chǎng)倒運(yùn)土,距離(80m)以內(nèi)",1000m3,3523.21

98,1-98,"裝載機(jī)現(xiàn)場(chǎng)倒運(yùn)土,距離(100m)以內(nèi)",1000m3,3811.53

99,1-99,"裝載機(jī)現(xiàn)場(chǎng)倒運(yùn)土,距離(150m)以內(nèi)",1000m3,4696.71

100,1-100,翻斗車(chē)現(xiàn)場(chǎng)倒運(yùn)土方150m～500m,100m3,1527.25

101,1-101,人工鋪填機(jī)械碾壓素土,1000m3,12649.31

102,1-102,人工鋪填機(jī)械碾壓3:7灰土,1000m3,62121.71

103,1-103,人工鋪填機(jī)械碾壓2:8灰土,1000m3,47170.3

104,1-104,機(jī)械鋪填機(jī)械碾壓素土,1000m3,2450.89

105,1-105,機(jī)械鋪填機(jī)械碾壓3:7灰土,1000m3,51923.29

106,1-106,機(jī)械鋪填機(jī)械碾壓2:8灰土,1000m3,36971.88

107,1-107,場(chǎng)地平整±30cm以內(nèi),1000m2,471.44

108,1-108,原土碾壓,1000m2,75.72

,***,機(jī)械石方,,

109,1-109,機(jī)械打眼爆破石方(平基)松石,100m3,977.17

110,1-110,機(jī)械打眼爆破石方(平基)次堅(jiān)石,100m3,1283.41

111,1-111,機(jī)械打眼爆破石方(平基)普?qǐng)?jiān)石,100m3,1605.02

112,1-112,機(jī)械打眼爆破石方(平基)特堅(jiān)石,100m3,2066.12

113,1-113,機(jī)械打眼爆破石方(溝槽)松石,100m3,2226.05

114,1-114,機(jī)械打眼爆破石方(溝槽)次堅(jiān)石,100m3,3062.8

115,1-115,機(jī)械打眼爆破石方(溝槽)普?qǐng)?jiān)石,100m3,3847.07

116,1-116,機(jī)械打眼爆破石方(溝槽)特堅(jiān)石,100m3,4926.01

117,1-117,機(jī)械打眼爆破石方(基坑)松石,100m3,2677.7

118,1-118,機(jī)械打眼爆破石方(基坑)次堅(jiān)石,100m3,4380.91

119,1-119,機(jī)械打眼爆破石方(基坑)普?qǐng)?jiān)石,100m3,5827.36

120,1-120,機(jī)械打眼爆破石方(基坑)特堅(jiān)石,100m3,7953.56

121,1-121,推土機(jī)推石推距20m,1000m3,4923.5

122,1-122,推土機(jī)推石每增10m,1000m3,1472.36

123,1-123,挖掘機(jī)挖渣、自卸汽車(chē)運(yùn)渣1km以內(nèi),1000m3,22123.56

124,1-124,自卸汽車(chē)運(yùn)渣每增1km,1000m3,1918.31

125,1-125,翻斗車(chē)運(yùn)石方1km以內(nèi),100m3,4029.41

126,1-126,砂石基礎(chǔ)墊層(換土)機(jī)鋪機(jī)壓有級(jí)配,100m3,9515.41

,***,強(qiáng)夯工程,,

127,1-127,"夯擊能1000kN.m以內(nèi),夯擊(3遍)以內(nèi)",100m2,850.27

128,1-128,"夯擊能1000kN.m以內(nèi),夯擊(6遍)以內(nèi)",100m2,1972.63

129,1-129,"夯擊能1000kN.m以內(nèi),夯擊(9遍)以內(nèi)",100m2,2894.7

130,1-130,"夯擊能1000kN.m以內(nèi),夯擊(12遍)以內(nèi)",100m2,3875.13

131,1-131,"夯擊能2000kN.m以內(nèi),夯擊(3遍)以內(nèi)",100m2,1436.94

132,1-132,"夯擊能2000kN.m以內(nèi),夯擊(6遍)以內(nèi)",100m2,3287.69

133,1-133,"夯擊能2000kN.m以內(nèi),夯擊(9遍)以內(nèi)",100m2,4734.3

134,1-134,"夯擊能2000kN.m以內(nèi),夯擊(12遍)以內(nèi)",100m2,6349.55

135,1-135,"夯擊能3000kN.m以內(nèi),夯擊(3遍)以內(nèi)",100m2,1825.51

136,1-136,"夯擊能3000kN.m以內(nèi),夯擊(6遍)以內(nèi)",100m2,4232.68

137,1-137,"夯擊能3000kN.m以內(nèi),夯擊(9遍)以內(nèi)",100m2,6238.3

138,1-138,"夯擊能3000kN.m以內(nèi),夯擊(12遍)以內(nèi)",100m2,8351.77

139,1-139,"夯擊能4000kN.m以內(nèi),夯擊(3遍)以內(nèi)",100m2,3482.25

140,1-140,"夯擊能4000kN.m以內(nèi),夯擊(6遍)以內(nèi)",100m2,8281.89

141,1-141,"夯擊能4000kN.m以內(nèi),夯擊(9遍)以內(nèi)",100m2,12507.98

142,1-142,"夯擊能4000kN.m以內(nèi),夯擊(12遍)以內(nèi)",100m2,16421.15

,***,補(bǔ)充定額,,

143,B1-1,水墜砂,100m3,1082.14

,**,第二章樁基工程,,

,***,打(壓)入預(yù)制樁,,

144,2-1,"打入預(yù)制鋼筋混凝土方樁,樁長(zhǎng)在(12m)以內(nèi)",10m3,1970.19

145,2-2,"打入預(yù)制鋼筋混凝土方樁,樁長(zhǎng)在(18m)以內(nèi)",10m3,1674.6

146,2-3,"打入預(yù)制鋼筋混凝土方樁,樁長(zhǎng)在(30m)以內(nèi)",10m3,1690.33

147,2-4,"打入預(yù)制鋼筋混凝土方樁,樁長(zhǎng)在30m以外",10m3,1375.1

148,2-5,"打入預(yù)制鋼筋混凝土管樁,樁長(zhǎng)在(16m)以內(nèi)",10m3,2562.27

149,2-6,"打入預(yù)制鋼筋混凝土管樁,樁長(zhǎng)在(24m)以內(nèi)",10m3,2286.34

150,2-7,"打入預(yù)制鋼筋混凝土管樁,樁長(zhǎng)在(32m)以內(nèi)",10m3,2562.09

151,2-8,"打入預(yù)制鋼筋混凝土管樁,樁長(zhǎng)在(40m)以內(nèi)",10m3,2546

152,2-9,"打入預(yù)制鋼筋混凝土板樁,樁單體體積(1.0m3)內(nèi)",10m3,2545.63

153,2-10,"打入預(yù)制鋼筋混凝土板樁,樁單體體積(1.5m3)內(nèi)",10m3,2147.04

154,2-11,"打入預(yù)制鋼筋混凝土板樁,樁單體體積(2.5m3)內(nèi)",10m3,1902.5

155,2-12,"打入預(yù)制鋼筋混凝土板樁,樁單體體積(3.0m3)內(nèi)",10m3,1754.25

156,2-13,"靜力壓樁,樁長(zhǎng)在(12m)以內(nèi)",10m3,2006.42

157,2-14,"靜力壓樁,樁長(zhǎng)在(18m)以內(nèi)",10m3,2207.64

158,2-15,"靜力壓樁,樁長(zhǎng)在(30m)以內(nèi)",10m3,2698.33

159,2-16,"靜力壓樁,樁長(zhǎng)在30m以外",10m3,2392.29

160,2-17,"型鋼接樁,包角鋼",10個(gè),3986.8

161,2-18,"型鋼接樁,包鋼板",10個(gè),5527.85

162,2-19,安拆導(dǎo)向夾具,10m,75.21

,***,灌注樁成孔,,

163,2-20,"走管式打樁機(jī)打孔,孔深在(10m)以內(nèi)",10m3,1363.64

164,2-21,"走管式打樁機(jī)打孔,孔深在(15m)以內(nèi)",10m3,943.66

165,2-22,"走管式打樁機(jī)打孔,孔深在15m以外",10m3,903.03

166,2-23,"螺旋鉆機(jī)成孔,孔深在12m以內(nèi)",10m3,1331.29

167,2-24,"螺旋鉆機(jī)成孔,孔深在12m以上",10m3,1142.64

168,2-25,重錘夯擴(kuò),10m3,487.18

169,2-26,"回旋鉆機(jī)鉆孔,Φ≤800h≤20m砂土、粘土",10m,844.65

170,2-27,"回旋鉆機(jī)鉆孔,Φ≤800h≤20m砂礫",10m,2031.36

171,2-28,"回旋鉆機(jī)鉆孔,Φ≤800h≤20m礫石",10m,3320.24

172,2-29,"回旋鉆機(jī)鉆孔,Φ≤800h≤40m砂土、粘土",10m,1221.32

173,2-30,"回旋鉆機(jī)鉆孔,Φ≤800h≤40m砂礫",10m,3101.88

174,2-31,"回旋鉆機(jī)鉆孔,Φ≤800h≤40m礫石",10m,5113.46

175,2-32,"回旋鉆機(jī)鉆孔,Φ≤800h≤60m砂土、粘土",10m,1561.58

176,2-33,"回旋鉆機(jī)鉆孔,Φ≤800h≤60m砂礫",10m,3951.43

177,2-34,"回旋鉆機(jī)鉆孔,Φ≤800h≤60m礫石",10m,6584.94

178,2-35,"回旋鉆機(jī)鉆孔,Φ≤1000h≤40m砂土、粘土",10m,1812.39

179,2-36,"回旋鉆機(jī)鉆孔,Φ≤1000h≤40m砂礫",10m,3566.83

180,2-37,"回旋鉆機(jī)鉆孔,Φ≤1000h≤40m礫石",10m,6132.64

181,2-38,"回旋鉆機(jī)鉆孔,Φ≤1000h≤60m砂土、粘土",10m,2139.01

182,2-39,"回旋鉆機(jī)鉆孔,Φ≤1000h≤60m砂礫",10m,4473.51

183,2-40,"回旋鉆機(jī)鉆孔,Φ≤1000h≤60m礫石",10m,7167.9

184,2-41,"回旋鉆機(jī)鉆孔,Φ≤1200h≤40m砂土、粘土",10m,1928.88

185,2-42,"回旋鉆機(jī)鉆孔,Φ≤1200h≤40m砂礫",10m,3999.9

186,2-43,"回旋鉆機(jī)鉆孔,Φ≤1200h≤40m礫石",10m,6598.97

187,2-44,"回旋鉆機(jī)鉆孔,Φ≤1200h≤60m砂土、粘土",10m,2229.13

188,2-45,"回旋鉆機(jī)鉆孔,Φ≤1200h≤60m砂礫",10m,4714.4

189,2-46,"回旋鉆機(jī)鉆孔,Φ≤1200h≤60m礫石",10m,7852.12

190,2-47,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤20m砂土",10m,905.05

191,2-48,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤20m粘土",10m,1222.42

192,2-49,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤20m砂礫",10m,3811.4

193,2-50,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤20m礫石",10m,6143.62

194,2-51,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤20m卵石",10m,7709.38

195,2-52,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤20m軟巖",10m,13092.42

196,2-53,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤40m砂土",10m,1362.89

197,2-54,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤40m粘土",10m,1806.29

198,2-55,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤40m砂礫",10m,5840.41

199,2-56,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤40m礫石",10m,9064.07

200,2-57,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤40m卵石",10m,11476.46

201,2-58,"沖擊鉆(錐)機(jī)成孔,Φ≤1000h≤40m軟巖",10m,20729.35

202,2-59,鍋錐鉆成孔,10m3,1401.2

203,2-60,旋挖鉆機(jī)成孔,10m3,1583.94

204,2-61,"中心壓灌式CFG樁,樁長(zhǎng)在10m以內(nèi)",10m3,1311.31

205,2-62,"中心壓灌式CFG樁,樁長(zhǎng)在15m以內(nèi)",10m3,1187.75

206,2-63,"中心壓灌式CFG樁,樁長(zhǎng)在15m以外",10m3,1069.19

,***,其它樁,,

207,2-64,3:7灰土井樁,10m3,1965.55

208,2-65,2:8灰土井樁,10m3,1833.96

209,2-66,灌砂石(砂或石)樁,10m3,1857.62

210,2-67,震動(dòng)水沖樁,10m3,1356.25

211,2-68,3:7灰土擠密樁,10m3,1289.13

212,2-69,2:8灰土擠密樁,10m3,1141.17

,***,基坑降水,,

213,2-70,"輕型井點(diǎn)降水,井管深7m,安裝",10根,1697.36

214,2-71,"輕型井點(diǎn)降水,井管深7m,拆除",10根,206.17

215,2-72,"輕型井點(diǎn)降水,井管深7m,使用",套·天,916.3

216,2-73,"回旋鉆機(jī),成大口徑降水井,深25m",口,13214.16

217,2-74,"回旋鉆機(jī),成大口徑降水井,每增減1m",口,524.47

218,2-75,"沖擊鉆機(jī),成大口徑降水井,深25m",口,27464.48

219,2-76,"沖擊鉆機(jī),成大口徑降水井,每增減1m",口,1094.83

220,2-77,"鍋錐鉆機(jī),成大口徑降水井,深25m",口,7085.86

221,2-78,"鍋錐鉆機(jī),成大口徑降水井,每增減1m",口,279.43

222,2-79,安拆集水管,100m,2110.02

223,2-80,降水系統(tǒng)維護(hù),井·臺(tái)班,3.29

,***,地基深層加固,,

224,2-81,深層攪拌粉噴樁,10m3,1592.06

225,2-82,深層攪拌(噴漿),10m3,1506.94

226,2-83,"高壓旋噴樁,加固深度在(10m)以內(nèi)",孔,2368.89

227,2-84,"高壓旋噴樁,加固深度在(15m)以內(nèi)",孔,3673.94

228,2-85,"高壓旋噴樁,加固深度在(20m)以內(nèi)",孔,5030.28

,***,基坑支護(hù),,

229,2-86,"土釘(錨桿)成孔,人工",10m,147

230,2-87,"土釘(錨桿)成孔,機(jī)械,土層",10m,342.75

231,2-88,"土釘(錨桿)成孔,機(jī)械,砂石層",10m,612.16

232,2-89,"孔內(nèi)注漿,水灰比0.45",m3,577.28

233,2-90,"噴射混凝土,初噴厚5cm",100m2,3869.47

234,2-91,"噴射混凝土,每增減1cm",100m2,521.55

235,2-92,錨桿、施壓、予應(yīng)力,根,90.14

,***,其它,,

236,2-93,埋設(shè)鋼護(hù)筒直徑Φ≤800mm,10m,1390.56

237,2-94,埋設(shè)鋼護(hù)筒直徑Φ≤1000mm,10m,1693.04

238,2-95,埋設(shè)鋼護(hù)筒直徑Φ≤1200mm,10m,2127.43

239,2-96,埋設(shè)鋼護(hù)筒直徑Φ≤1500mm,10m,2729.87

240,2-97,泥漿制作普通,m3,39.22

241,2-98,泥漿制作膨潤(rùn)土,m3,111.22

242,2-99,泥漿運(yùn)輸5km以內(nèi),10m3,871.28

243,2-100,泥漿運(yùn)輸每增1km,10m3,51.96

244,2-101,"人工挖孔樁灌注混凝土,現(xiàn)場(chǎng)攪拌導(dǎo)管法",10m3,2769.26

245,2-102,"人工挖孔樁灌注混凝土,現(xiàn)場(chǎng)攪拌震搗器",10m3,2536.67

246,2-103,"人工挖孔樁灌注混凝土,商品混凝土",10m3,2132.12

247,2-104,"人工挖孔樁灌注混凝土,護(hù)井壁混凝土",10m3,2640.52

248,2-105,"沖擊成孔灌注混凝土,現(xiàn)場(chǎng)攪拌",10m3,3461.99

249,2-106,"沖擊成孔灌注混凝土,商品砼",10m3,2665.29

250,2-107,"其它成孔灌注混凝土,現(xiàn)場(chǎng)攪拌",10m3,3267.86

251,2-108,"其它成孔灌注混凝土,商品砼",10m3,2515.48

252,2-109,鑿樁頭,m3,302.4

253,2-110,樁頭處理,個(gè),29.44

254,2-111,鋼筋籠安放,t,391.14

255,2-112,泥渣外運(yùn),1000m3,37008.14

,***,補(bǔ)充定額,,

256,B2-1,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤25m,砂土",10m,1019.61

257,B2-2,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤25m,黏土",10m,1369.34

258,B2-3,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤25m,砂礫",10m,4317.8

259,B2-4,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤25m,礫石",10m,6873.16

260,B2-5,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤25m,卵石",10m,8651.9

261,B2-6,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤25m,軟石",10m,15001.65

262,B2-7,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤30m,砂土",10m,1134.18

263,B2-8,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤30m,黏土",10m,1512.44

264,B2-9,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤30m,砂礫",10m,4828.03

265,B2-10,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤30m,礫石",10m,7606.94

266,B2-11,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤30m,卵石",10m,9594.83

267,B2-12,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤30m,軟石",10m,16910.88

268,B2-13,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤35m,砂土",10m,1248.32

269,B2-14,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤35m,黏土",10m,1659.37

270,B2-15,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤35m,砂礫",10m,5334.01

271,B2-16,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤35m,礫石",10m,8336.49

272,B2-17,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤35m,卵石",10m,10533.94

273,B2-18,"沖擊鉆（錐）機(jī)成孔,ф≤1000,h≤35m,軟石",10m,18820.12

274,B2-19,靜力壓管樁D=400,100m,2404.35

275,B2-20,靜力壓管樁D=500,100m,2950.24

276,B2-21,靜力壓管樁D=600,100m,3447.58

277,B2-22,素土擠密樁,10m3,669.37

278,B2-23,人工挖孔樁護(hù)壁模板,m3,252.96

279,B2-24,預(yù)制樁截樁頭,根,60.38

280,B2-25,灌注樁后注漿，基樁在20m，Φ≤600,根,1081.12

281,B2-26,灌注樁后注漿，基樁礎(chǔ)在20m，Φ≤700,根,1120.72

282,B2-27,灌注樁后注漿，基樁礎(chǔ)在20m，Φ≤800,根,1225.67

283,B2-28,樁長(zhǎng)每增減1m,根,28.72

284,B2-29,"機(jī)械洛陽(yáng)鏟成孔,10m以內(nèi)",10m3,335.12

285,B2-30,"機(jī)械洛陽(yáng)鏟成孔,10m以外",10m3,374.46

,**,第三章磚石工程,,

,***,砌磚,,

286,3-1,磚基礎(chǔ),10m3,2036.5

287,3-2,混水磚墻1/2磚,10m3,2382.93

288,3-3,混水磚墻3/4磚,10m3,2353.03

289,3-4,混水磚墻一磚,10m3,2328.59

290,3-5,混水磚墻一磚半,10m3,2346.07

291,3-6,混水磚墻二磚及二磚以上,10m3,2351.51

292,3-7,弧形混水磚墻一磚,10m3,2417.64

293,3-8,弧形混水磚墻一磚半,10m3,2433.99

294,3-9,弧形混水磚墻二磚及二磚以上,10m3,2425.98

295,3-10,單面清水墻1/2磚,10m3,2500.35

296,3-11,單面清水墻3/4磚,10m3,2480.92

297,3-12,單面清水墻一磚,10m3,2445.77

298,3-13,單面清水墻一磚半,10m3,2438.47

299,3-14,單面清水墻二磚及二磚以上,10m3,2409.63

300,3-15,弧形單面清水磚一磚,10m3,2532.27

301,3-16,弧形單面清水磚一磚半,10m3,2524.47

302,3-17,弧形單面清水磚二磚及二磚以上,10m3,2498.66

303,3-18,"清水方磚柱,周長(zhǎng)在1.2m以內(nèi)",10m3,2842.13

304,3-19,"清水方磚柱,周長(zhǎng)在1.8m以內(nèi)",10m3,2769.18

305,3-20,"清水方磚柱,周長(zhǎng)在1.8m以上",10m3,2573.59

306,3-21,"混水方磚柱,周長(zhǎng)在1.2m以內(nèi)",10m3,2779.55

307,3-22,"混水方磚柱,周長(zhǎng)在1.8m以內(nèi)",10m3,2711.64

308,3-23,"混水方磚柱,周長(zhǎng)在1.8m以上",10m3,2515.63

309,3-24,圓、半圓、多邊形磚柱,10m3,3210.03

310,3-25,零星砌體,10m3,2929.34

311,3-26,磚砌地溝,10m3,2200.2

312,3-27,磚砌臺(tái)階,10m2,583.43

313,3-28,磚平碹,10m3,3276.08

314,3-29,鋼筋磚過(guò)梁,10m3,3342

315,3-30,空斗墻、眠斗墻,10m3,1724.37

316,3-31,"空斗墻,全空斗、單丁無(wú)眠",10m3,1653.54

317,3-32,"空斗墻,全空斗、雙丁無(wú)眠",10m3,1746.65

318,3-33,空花墻,10m3,1943.07

319,3-34,砌體內(nèi)加固筋,t,4656.2

320,3-35,承重粘土多孔磚墻1/2磚,10m3,2762.71

321,3-36,承重粘土多孔磚墻190厚,10m3,2423.32

322,3-37,承重粘土多孔磚墻一磚,10m3,2661.1

323,3-38,承重粘土多孔磚墻一磚半,10m3,2608.04

324,3-39,非承重粘土多孔磚墻1/2磚,10m3,1794.82

325,3-40,非承重粘土多孔磚墻一磚,10m3,1799.36

326,3-41,非承重粘土多孔磚墻一磚半,10m3,1698.99

327,3-42,多孔磚墻1/2磚,10m3,2098.04

328,3-43,多孔磚墻一磚,10m3,2008.41

329,3-44,多孔磚墻一磚半,10m3,1969.68

330,3-45,硅酸鹽砌塊墻,10m3,3752.44

331,3-46,加氣砼砌塊墻,10m3,3011.88

332,3-47,水泥爐渣小型空心砌塊墻,10m3,2339.86

333,3-48,"1/2磚,襯墻夾10cm厚保溫層",10m3,7596.76

334,3-49,"1/4磚,襯墻夾10cm厚保溫層",10m3,13849.26

335,3-50,"1/2磚,弧形襯墻,夾10cm厚保溫層",10m3,7688.05

336,3-51,"1/4磚,弧形襯墻,夾10cm厚保溫層",10m3,13941.52

337,3-52,挖孔樁磚護(hù)壁1/4磚,10m3,2924.21

338,3-53,挖孔樁磚護(hù)壁1/2磚,10m3,2789.6

339,3-54,磚砌化糞池,10m3,2236.89

340,3-55,磚砌檢查井圓形,10m3,2506.14

341,3-56,磚砌檢查井矩形,10m3,2479.73

342,3-57,磚砌清水圍墻,10m3,2477.51

343,3-58,磚砌擋土墻、護(hù)坡,10m3,2340.44

,***,砌石,,

344,3-59,毛石基礎(chǔ),10m3,1813.77

345,3-60,"石勒腳,毛條石",10m3,3412.71

346,3-61,"石勒腳,清條石",10m3,3153.69

347,3-62,"毛石墻,不鑲磚",10m3,2413.41

348,3-63,"毛石墻,鑲磚",10m3,2487.71

349,3-64,墻身毛條石,10m3,4053.07

350,3-65,墻身清條石,10m3,3494.96

351,3-66,墻身方整石,10m3,3103.5

352,3-67,毛石擋土墻,10m3,1865.55

353,3-68,毛條石擋土墻,10m3,3054.45

354,3-69,清條石擋土墻,10m3,2911.57

355,3-70,方整石柱,10m3,3566.65

356,3-71,砌毛石地溝,10m3,2322.43

357,3-72,毛石護(hù)坡漿砌,10m3,1991.7

358,3-73,毛石護(hù)坡干砌,10m3,1422.19

359,3-74,毛條石砌窖井,10m3,3005.73

360,3-75,清條石砌水池,10m3,2901.07

361,3-76,安砌石踏步,10m,413.47

362,3-77,"石表面倒水扁光,斜面寬在(5cm)以內(nèi)",10m,44.1

363,3-78,"石表面倒水扁光,斜面寬在(10cm)以內(nèi)",10m,74.34

364,3-79,"石表面倒水扁光,斜面寬在(20cm)以內(nèi)",10m,92.4

365,3-80,"石表面加工,整石扁光",10m2,568.26

366,3-81,"石表面加工,釘粗麻石",10m2,115.08

367,3-82,"石表面加工,釘細(xì)麻石",10m2,230.16

368,3-83,"石表面加工,扁光或打鉆路",10m2,230.16

,***,磚煙囪、水塔,,

369,3-84,磚筒身高度在(20m)以內(nèi),10m3,3126.19

370,3-85,磚筒身高度在(40m)以內(nèi),10m3,2846.87

371,3-86,磚筒身高度在40m以外,10m3,2892.01

372,3-87,"磚煙道,普通標(biāo)準(zhǔn)磚",10m3,2546.17

373,3-88,"磚煙道,耐火磚",10m3,13697.11

374,3-89,"磚煙囪內(nèi)襯,標(biāo)準(zhǔn)磚",10m3,2429.6

375,3-90,"磚煙囪內(nèi)襯,耐火磚",10m3,13839.28

376,3-91,"磚煙囪內(nèi)襯,耐酸磚",10m3,30324.9

377,3-92,"磚煙道內(nèi)襯,標(biāo)準(zhǔn)磚",10m3,2721.83

378,3-93,"磚煙道內(nèi)襯,耐火磚",10m3,14078.89

379,3-94,"磚煙道內(nèi)襯,耐酸磚",10m3,30324.9

380,3-95,"楔形磚加工,標(biāo)準(zhǔn)磚",1000塊,247.28

381,3-96,"楔形磚加工,耐火磚",1000塊,525.39

382,3-97,"楔形磚加工,耐酸磚",1000塊,689.8

383,3-98,磚水塔,10m3,2398.6

384,3-99,"煙囪、煙道隔絕層,瀝青耐酸漆",100m2,681.27

385,3-100,"煙囪、煙道隔絕層,涂水玻璃",100m2,1850.52

386,3-101,"煙囪、煙道隔絕層,涂瀝青",100m2,1781.88

387,3-102,"煙囪、煙道隔絕層,涂耐酸砂漿",100m2,4757.41

388,3-103,"煙囪、煙道隔絕層,抹耐火泥",100m2,1398.24

,**,第四章混凝土及鋼筋混凝土工程,,

,***,混凝土及鋼筋、埋件,,

389,4-1,C20礫石混凝土(普通),m3,268.43

390,4-2,C20毛石混凝土,m3,233.93

391,4-3,C30礫石預(yù)應(yīng)力混凝土先張法,m3,302.33

392,4-4,C30礫石預(yù)應(yīng)力混凝土后張法,m3,280.4

393,4-5,冷拔絲Φb5以內(nèi),t,5919.02

394,4-6,圓鋼ф10以內(nèi),t,4438.29

395,4-7,圓鋼ф10以上,t,4279.85

396,4-8,螺紋鋼Φ10以上(含Φ10),t,4385.98

397,4-9,預(yù)埋鐵件,t,7458.48

398,4-10,先張法預(yù)應(yīng)力鋼筋Φb5以內(nèi)冷拔絲,t,5479.01

399,4-11,先張法預(yù)應(yīng)力鋼筋Φ10以上螺紋鋼,t,4736.83

400,4-12,后張法預(yù)應(yīng)力鋼筋Φ10以上螺紋鋼,t,5890.5

401,4-13,預(yù)應(yīng)力鋼絲束有粘結(jié),t,16946.08

402,4-14,預(yù)應(yīng)力鋼絲束無(wú)粘結(jié),t,11805.79

403,4-15,預(yù)應(yīng)力鋼絞線有粘結(jié),t,17297.86

,***,現(xiàn)澆構(gòu)件模板,,

404,4-16,現(xiàn)澆構(gòu)件模板帶形基礎(chǔ)無(wú)筋毛石混凝土,m3,100.38

405,4-17,現(xiàn)澆構(gòu)件模板帶形基礎(chǔ)鋼筋混凝土無(wú)梁式,m3,28.9

406,4-18,現(xiàn)澆構(gòu)件模板帶形基礎(chǔ)鋼筋混凝土有梁式,m3,71.35

407,4-19,現(xiàn)澆構(gòu)件模板獨(dú)立基礎(chǔ)毛石混凝土,m3,64.27

408,4-20,現(xiàn)澆構(gòu)件模板獨(dú)立基礎(chǔ)無(wú)筋混凝土,m3,129.96

409,4-21,現(xiàn)澆構(gòu)件模板獨(dú)立基礎(chǔ)鋼筋混凝土,m3,73.4

410,4-22,現(xiàn)澆構(gòu)件模板杯形基礎(chǔ),m3,82.29

411,4-23,現(xiàn)澆構(gòu)件模板無(wú)梁式滿堂基礎(chǔ),m3,8.84

412,4-24,現(xiàn)澆構(gòu)件模板有梁式滿堂基礎(chǔ),m3,39.05

413,4-25,現(xiàn)澆構(gòu)件模板樁承臺(tái)獨(dú)立式,m3,60.66

414,4-26,現(xiàn)澆構(gòu)件模板樁承臺(tái)帶式,m3,121.08

415,4-27,現(xiàn)澆構(gòu)件模板設(shè)備基礎(chǔ)塊體砼5m3以內(nèi),m3,98.47

416,4-28,現(xiàn)澆構(gòu)件模板設(shè)備基礎(chǔ)塊體砼5m3以外,m3,53.68

417,4-29,現(xiàn)澆構(gòu)件模板砼基礎(chǔ)墊層,m3,38.37

418,4-30,現(xiàn)澆構(gòu)件模板設(shè)備基礎(chǔ)螺栓套,10個(gè),605.02

419,4-31,現(xiàn)澆構(gòu)件模板矩形柱斷面周長(zhǎng)1.8m以內(nèi),m3,351.52

420,4-32,現(xiàn)澆構(gòu)件模板矩形柱斷面周長(zhǎng)1.8m以上,m3,204.35

421,4-33,現(xiàn)澆構(gòu)件模板異形柱,m3,396.72

422,4-34,現(xiàn)澆構(gòu)件模板園形柱,m3,587.68

423,4-35,現(xiàn)澆構(gòu)件模板構(gòu)造柱,m3,182.06

424,4-36,現(xiàn)澆構(gòu)件模板基礎(chǔ)梁,m3,231.02

425,4-37,現(xiàn)澆構(gòu)件模板梁及框架梁矩形,m3,356.15

426,4-38,現(xiàn)澆構(gòu)件模板梁及框架梁異形,m3,454.87

427,4-39,現(xiàn)澆構(gòu)件模板圈過(guò)梁,m3,299.08

428,4-40,現(xiàn)澆構(gòu)件模板拱形梁,m3,638.01

429,4-41,現(xiàn)澆構(gòu)件模板弧形梁,m3,561.87

430,4-42,現(xiàn)澆構(gòu)件模板弧形圈過(guò)梁,m3,481.88

431,4-43,"現(xiàn)澆構(gòu)件模板混凝土直形墻,墻厚20cm以內(nèi)",m3,333.54

432,4-44,"現(xiàn)澆構(gòu)件模板混凝土直形墻,墻厚20cm以上",m3,185.24

433,4-45,"現(xiàn)澆構(gòu)件模板混凝土直形墻,墻厚30cm以上",m3,117.94

434,4-46,現(xiàn)澆構(gòu)件模板毛石混凝土墻,m3,76.87

435,4-47,現(xiàn)澆構(gòu)件模板園弧形墻,m3,361.79

436,4-48,現(xiàn)澆構(gòu)件模板有梁板板厚10cm以內(nèi),m3,346.51

437,4-49,現(xiàn)澆構(gòu)件模板有梁板板厚10cm以外,m3,309.58

438,4-50,現(xiàn)澆構(gòu)件模板無(wú)梁板,m3,162.85

439,4-51,現(xiàn)澆構(gòu)件模板平板板厚10cm以內(nèi),m3,367.22

440,4-52,現(xiàn)澆構(gòu)件模板平板板厚10cm以外,m3,248.47

441,4-53,現(xiàn)澆構(gòu)件模板拱形板,m3,504.65

442,4-54,現(xiàn)澆構(gòu)件模板天溝、挑沿懸挑構(gòu)件,m3,664.04

443,4-55,現(xiàn)澆構(gòu)件模板看臺(tái)、階梯段（投影面積）,10m2,985.57

444,4-56,現(xiàn)澆構(gòu)件模板整體樓梯普通,10m2,763.95

445,4-57,現(xiàn)澆構(gòu)件模板整體樓梯旋轉(zhuǎn)(園弧形),10m2,1351.99

446,4-58,現(xiàn)澆構(gòu)件模板雨蓬,10m2,563.29

447,4-59,現(xiàn)澆構(gòu)件模板整體陽(yáng)臺(tái),10m2,1592.17

448,4-60,現(xiàn)澆構(gòu)件模板陽(yáng)臺(tái)底板,10m2,611.02

449,4-61,現(xiàn)澆構(gòu)件模板園弧形雨蓬、陽(yáng)臺(tái)底板,10m2,1039.4

450,4-62,現(xiàn)澆構(gòu)件模板欄板,10m2,707.41

451,4-63,現(xiàn)澆構(gòu)件模板扶手壓頂,m3,837.38

452,4-64,現(xiàn)澆構(gòu)件模板地溝,m3,386.6

453,4-65,現(xiàn)澆構(gòu)件模板臺(tái)階,10m2,225.1

454,4-66,現(xiàn)澆構(gòu)件模板小型池槽,m3,1742.1

455,4-67,現(xiàn)澆構(gòu)件模板小型構(gòu)配件,m3,1773.47

456,4-68,現(xiàn)澆構(gòu)件模板層高超過(guò)3.6m每增加1m梁、板,m3,34.86

457,4-69,現(xiàn)澆構(gòu)件模板層高超過(guò)3.6m每增加1m墻、柱,m3,16.5

458,4-70,現(xiàn)澆構(gòu)件模板框架柱接頭,m3,588.75

,***,預(yù)制構(gòu)件模板,,

459,4-71,預(yù)制構(gòu)件模板方樁,m3,235.64

460,4-72,預(yù)制構(gòu)件模板樁尖,m3,370.02

461,4-73,預(yù)制構(gòu)件模板矩形柱每根體積2m3以內(nèi),m3,193.88

462,4-74,預(yù)制構(gòu)件模板矩形柱每根體積2m3以上,m3,128.57

463,4-75,預(yù)制構(gòu)件模板工形柱,m3,332.54

464,4-76,預(yù)制構(gòu)件模板雙肢柱,m3,202.31

465,4-77,預(yù)制構(gòu)件模板空格柱,m3,259.83

466,4-78,預(yù)制構(gòu)件模板圍墻柱,m3,270.3

467,4-79,"預(yù)制構(gòu)件模板異形,TпH形,支架",m3,343.14

468,4-80,預(yù)制構(gòu)件模板基礎(chǔ)梁,m3,139.94

469,4-81,預(yù)制構(gòu)件模板矩形梁每根體積0.5m3以內(nèi),m3,216.56

470,4-82,預(yù)制構(gòu)件模板矩形梁每根體積0.5m3以上,m3,174.49

471,4-83,預(yù)制構(gòu)件模板異形梁,m3,234.84

472,4-84,預(yù)制構(gòu)件模板過(guò)梁,m3,288.17

473,4-85,預(yù)制構(gòu)件模板托架梁,m3,578.82

474,4-86,預(yù)制構(gòu)件模板風(fēng)道梁(實(shí)心),m3,346.1

475,4-87,預(yù)制構(gòu)件模板T形吊車(chē)梁,m3,257.87

476,4-88,預(yù)制構(gòu)件模板魚(yú)腹式吊車(chē)梁,m3,888.63

477,4-89,預(yù)制構(gòu)件模板拱形梯形屋架,m3,643.01

478,4-90,預(yù)制構(gòu)件模板三角形屋架,m3,707.91

479,4-91,預(yù)制構(gòu)件模板薄腹屋架,m3,613.22

480,4-92,預(yù)制構(gòu)件模板門(mén)式剛架,m3,486.34

481,4-93,預(yù)制構(gòu)件模板天窗架,m3,421.97

482,4-94,預(yù)制構(gòu)件模板天窗上、下檔,m3,504.43

483,4-95,預(yù)制構(gòu)件模板天窗側(cè)板,m3,709.86

484,4-96,預(yù)制構(gòu)件模板天窗端壁,m3,985.45

485,4-97,預(yù)制構(gòu)件模板挑沿天溝,m3,297.68

486,4-98,預(yù)制構(gòu)件模板槽形板肋形板,m3,196.67

487,4-99,預(yù)制構(gòu)件模板隔板擱板,m3,231.26

488,4-100,預(yù)制構(gòu)件模板地溝蓋板,m3,185.5

489,4-101,預(yù)制構(gòu)件模板窗臺(tái)板,m3,277.35

490,4-102,預(yù)制構(gòu)件模板架空板,m3,309.89

491,4-103,預(yù)制構(gòu)件模板樓梯踏步,m3,479.92

492,4-104,"預(yù)制構(gòu)件模板通風(fēng)道,垃圾道",m3,566.15

493,4-105,預(yù)制構(gòu)件模板漏空花格(外圍體積),m3,603.1

494,4-106,預(yù)制構(gòu)件模板壁龕,m3,1003.82

495,4-107,預(yù)制構(gòu)件模板小型池槽,m3,1047.35

496,4-108,預(yù)制構(gòu)件模板零星構(gòu)件,m3,354.06

497,4-109,預(yù)制構(gòu)件模板園形井蓋,m3,482.26

498,4-110,預(yù)制構(gòu)件模板矩形大井蓋(帶園孔),m3,172.4

499,4-111,預(yù)制構(gòu)件模板園形井圈,m3,812.41

500,4-112,預(yù)制構(gòu)件模板預(yù)應(yīng)力多孔板120厚,m3,209.62

501,4-113,預(yù)制構(gòu)件模板預(yù)應(yīng)力多孔板180厚,m3,173.3

502,4-114,預(yù)制構(gòu)件模板預(yù)應(yīng)力多孔板240厚,m3,122.99

503,4-115,預(yù)制構(gòu)件模板大型屋面板,m3,165.84

,***,構(gòu)筑物混凝土模板,,

504,4-116,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(60m以內(nèi)),10m3,8458.57

505,4-117,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(80m以內(nèi)),10m3,8547.35

506,4-118,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(100m以內(nèi)),10m3,7518.84

507,4-119,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(120m以內(nèi)),10m3,6622.07

508,4-120,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(150m以內(nèi)),10m3,5379.44

509,4-121,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(180m以內(nèi)),10m3,4760.95

510,4-122,構(gòu)筑物混凝土模板煙囪液壓滑升鋼模筒身高度(210m以內(nèi)),10m3,3736.54

511,4-123,構(gòu)筑物混凝土模板水塔塔身筒式,m3,855.2

512,4-124,構(gòu)筑物混凝土模板水塔塔身柱式,m3,619.63

513,4-125,構(gòu)筑物混凝土模板水塔水箱內(nèi)壁,m3,903.78

514,4-126,構(gòu)筑物混凝土模板水塔水箱外壁,m3,730.62

515,4-127,構(gòu)筑物混凝土模板水塔塔頂,m3,611.84

516,4-128,構(gòu)筑物混凝土模板水塔槽底,m3,639.97

517,4-129,構(gòu)筑物混凝土模板水塔回廊及平臺(tái),m3,855.72

518,4-130,構(gòu)筑物混凝土模板倒錐殼水塔筒身液壓滑升鋼模支筒滑升高度(20m以內(nèi)),m3,1381.04

519,4-131,構(gòu)筑物混凝土模板倒錐殼水塔筒身液壓滑升鋼模支筒滑升高度(25m以內(nèi)),m3,1184.99

520,4-132,構(gòu)筑物混凝土模板倒錐殼水塔筒身液壓滑升鋼模支筒滑升高度(30m以內(nèi)),m3,1052.08

521,4-133,構(gòu)筑物混凝土模板倒錐殼水塔水箱容積(200t以內(nèi)),m3,906.92

522,4-134,構(gòu)筑物混凝土模板倒錐殼水塔水箱容積(300t以內(nèi)),m3,892.55

523,4-135,構(gòu)筑物混凝土模板倒錐殼水塔水箱容積(400t以內(nèi)),m3,830.24

524,4-136,構(gòu)筑物混凝土模板倒錐殼水塔水箱容積(500t以內(nèi)),m3,923.65

525,4-137,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升300t以內(nèi),提升高度(20m以內(nèi))",座,47899.42

526,4-138,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升300t以內(nèi),提升高度(25m以內(nèi))",座,51968.54

527,4-139,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升300t以內(nèi),提升高度(30m以內(nèi))",座,56037.66

528,4-140,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升300t以內(nèi),提升高度(35m以內(nèi))",座,60106.78

529,4-141,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升500t以內(nèi),提升高度(20m以內(nèi))",座,54744.47

530,4-142,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升500t以內(nèi),提升高度(25m以內(nèi))",座,59191.59

531,4-143,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升500t以內(nèi),提升高度(30m以內(nèi))",座,63639.1

532,4-144,"構(gòu)筑物混凝土模板倒錐殼水塔水箱提升500t以內(nèi),提升高度(35m以內(nèi))",座,68085.83

533,4-145,圓形倉(cāng)底板模板,m3,7.17

534,4-146,"圓形倉(cāng)倉(cāng)壁滑模,板高度在30m以內(nèi)",m3,519.73

535,4-147,"矩形倉(cāng)漏斗模板,壁厚15cm以內(nèi)",m3,589.65

536,4-148,"矩形倉(cāng)漏斗模板,壁厚25cm以內(nèi)",m3,345.9

537,4-149,構(gòu)筑物混凝土模板矩形池2m3<V≤50m3,m3,942.54

538,4-150,構(gòu)筑物混凝土模板圓形池2m3<V≤50m3,m3,1203.4

,***,預(yù)制構(gòu)件座漿灌縫,,

539,4-151,預(yù)制構(gòu)件座漿灌縫柱,10m3,242.62

540,4-152,預(yù)制構(gòu)件座漿灌縫吊車(chē)梁,10m3,582.69

541,4-153,預(yù)制構(gòu)件座漿灌縫基礎(chǔ)梁,10m3,355.92

542,4-154,預(yù)制構(gòu)件座漿灌縫組合屋架(有拼裝),10m3,127.34

543,4-155,預(yù)制構(gòu)件座漿灌縫托架梁,10m3,296.36

544,4-156,預(yù)制構(gòu)件座漿灌縫門(mén)式剛架,10m3,610.94

545,4-157,預(yù)制構(gòu)件座漿灌縫天窗,10m3,219.79

546,4-158,預(yù)制構(gòu)件座漿灌縫大型屋面板雙T板T型板,10m3,601.07

547,4-159,預(yù)制構(gòu)件座漿灌縫墻板,10m3,803.67

548,4-160,預(yù)制構(gòu)件座漿灌縫空心板厚120mm,10m3,700.74

549,4-161,預(yù)制構(gòu)件座漿灌縫空心板厚180、240mm,10m3,609.42

550,4-162,預(yù)制構(gòu)件座漿灌縫槽形板,10m3,675.8

551,4-163,預(yù)制構(gòu)件座漿灌縫挑沿板,10m3,723.09

552,4-164,預(yù)制構(gòu)件座漿灌縫過(guò)梁,10m3,252.49

553,4-165,預(yù)制構(gòu)件座漿灌縫樓梯、樓梯段、休息平臺(tái),10m3,129.32

554,4-166,預(yù)制構(gòu)件座漿灌縫小型構(gòu)件,10m3,624.35

555,4-167,預(yù)制構(gòu)件座漿灌縫設(shè)備基礎(chǔ)螺栓孔二次灌漿,m3,490.43

,***,補(bǔ)充定額,,

556,B4-1,C20混凝土，非現(xiàn)場(chǎng)攪拌,m3,214.13

557,B4-2,混凝土內(nèi)植鋼筋Φ6.5mm以內(nèi),10根,66.24

558,B4-3,混凝土內(nèi)植鋼筋Φ8mm以內(nèi),10根,77.83

559,B4-4,混凝土內(nèi)植鋼筋Φ10mm以內(nèi),10根,94.86

560,B4-5,混凝土內(nèi)植鋼筋Φ12mm以內(nèi),10根,106.53

561,B4-6,混凝土內(nèi)植鋼筋Φ14mm以內(nèi),10根,147.66

562,B4-7,混凝土內(nèi)植鋼筋Φ16mm以內(nèi),10根,201.78

563,B4-8,混凝土內(nèi)植鋼筋Φ18mm以內(nèi),10根,271.12

564,B4-9,混凝土內(nèi)植鋼筋Φ20mm以內(nèi),10根,330.05

565,B4-10,混凝土內(nèi)植鋼筋Φ22mm以內(nèi),10根,385.36

566,B4-11,混凝土內(nèi)植鋼筋Φ25mm以內(nèi),10根,437.55

567,B4-12,混凝土內(nèi)植鋼筋Φ28mm以內(nèi),10根,535.47

568,B4-13,混凝土內(nèi)植鋼筋Φ32mm以內(nèi),10根,604.98

569,B4-14,套筒冷壓,10個(gè),121.07

570,B4-15,直螺紋接頭（mm以內(nèi)）Φ16mm以內(nèi),10個(gè),93.46

571,B4-16,直螺紋接頭（mm以內(nèi)）Φ18mm以內(nèi),10個(gè),102.55

572,B4-17,直螺紋接頭（mm以內(nèi)）Φ20mm以內(nèi),10個(gè),111.64

573,B4-18,直螺紋接頭（mm以內(nèi)）Φ22mm以內(nèi),10個(gè),120.73

574,B4-19,直螺紋接頭（mm以內(nèi)）Φ25mm以內(nèi),10個(gè),140.73

575,B4-20,直螺紋接頭（mm以內(nèi)）Φ28mm以內(nèi),10個(gè),171.64

576,B4-21,直螺紋接頭（mm以內(nèi)）Φ32mm以內(nèi),10個(gè),198.91

577,B4-22,直螺紋接頭（mm以內(nèi)）Φ36mm以內(nèi),10個(gè),258.9

578,B4-23,錐螺紋鋼筋接頭（mm以內(nèi)）Φ16mm以內(nèi),10個(gè),197.96

579,B4-24,錐螺紋鋼筋接頭（mm以內(nèi)）Φ18mm以內(nèi),10個(gè),214.08

580,B4-25,錐螺紋鋼筋接頭（mm以內(nèi)）Φ20mm以內(nèi),10個(gè),228.65

581,B4-26,錐螺紋鋼筋接頭（mm以內(nèi)）Φ22mm以內(nèi),10個(gè),242.81

582,B4-27,錐螺紋鋼筋接頭（mm以內(nèi)）Φ25mm以內(nèi),10個(gè),263.4

583,B4-28,錐螺紋鋼筋接頭（mm以內(nèi)）Φ28mm以內(nèi),10個(gè),303.76

584,B4-29,錐螺紋鋼筋接頭（mm以內(nèi)）Φ32mm以內(nèi),10個(gè),343.02

585,B4-30,錐螺紋鋼筋接頭（mm以內(nèi)）Φ36mm以內(nèi),10個(gè),415.36

586,B4-31,錐螺紋鋼筋接頭（mm以內(nèi)）Φ40mm以內(nèi),10個(gè),484.5

587,B4-32,直形墻模板10cm以內(nèi),m3,547.13

588,B4-33,板上反梁模板,m3,311.93

,**,第五章金屬構(gòu)件制作及鋼門(mén)窗,,

,***,鋼柱制作,,

589,5-1,"鋼柱制作,3t以內(nèi)",t,6682.71

590,5-2,"鋼柱制作,7t以內(nèi)",t,6861.06

591,5-3,"輕鋼屋架制作,1t以內(nèi)",t,7121.7

,***,鋼屋架、鋼托架制作,,

592,5-4,"鋼屋架制作,每榀3t以內(nèi)",t,6380.74

593,5-5,"鋼屋架制作,每榀8t以內(nèi)",t,6168.34

594,5-6,"鋼托架制作,每榀3t以內(nèi)",t,6432.66

595,5-7,"鋼托架制作,每榀5t以內(nèi)",t,6414.93

,***,鋼吊車(chē)梁、制動(dòng)梁制作,,

596,5-8,鋼吊車(chē)梁制作,t,6459.21

597,5-9,單軌吊車(chē)梁制作,t,5861.16

598,5-10,鋼制動(dòng)梁制作,t,6671.09

,***,鋼支撐、鋼檁條、鋼墻架制作,,

599,5-11,鋼支撐制作,t,6357.43

600,5-12,鋼檁條制作,t,6009.52

601,5-13,鋼天窗架制作,t,6308.99

602,5-14,鋼擋風(fēng)架制作,t,6082.56

603,5-15,鋼墻架制作,t,6964.55

,***,鋼平臺(tái)、鋼梯、鋼欄桿制作,,

604,5-16,鋼平臺(tái)制作,t,6843.54

605,5-17,鋼梯制作,t,7214.31

606,5-18,鋼欄桿制作,t,7123.24

607,5-19,鋼漏斗制作,t,7087.97

608,5-20,零星鐵件制作安裝,t,8913

,***,鋼網(wǎng)架制作,,

609,5-21,螺栓球網(wǎng)架制作,t,6818.32

610,5-22,焊接球網(wǎng)架制作,t,6271.57

611,5-23,鋼屋架、鋼托架制作平臺(tái)攤銷,t,234.52

,***,鋼門(mén)窗安裝,,

612,5-24,單層鋼門(mén)安裝,100m2,16386.46

613,5-25,單層鋼門(mén)帶紗安裝,100m2,20622.85

614,5-26,單層鋼窗安裝,100m2,11296.61

615,5-27,單層鋼窗帶紗安裝,100m2,16367.2

616,5-28,鋼天窗安裝,100m2,17248.94

617,5-29,組合鋼窗安裝,100m2,12595.12

618,5-30,鋼防盜門(mén),100m2,30843.2

619,5-31,型鋼拉閘門(mén),100m2,23569.49

620,5-32,鋼櫥窗安裝,100m2,11294.7

621,5-33,開(kāi)窗機(jī)安裝電動(dòng),100m,3644.54

622,5-34,開(kāi)窗機(jī)安裝手動(dòng),100m,3494.6

623,5-35,鋼門(mén)窗安玻璃,100m2,3095.39

,***,廠庫(kù)鋼大門(mén)制安,,

624,5-36,平開(kāi)式全板鋼大門(mén)制安,t,9277.44

625,5-37,推拉式全板鋼大門(mén)制安,t,16311.17

626,5-38,折疊式全板鋼大門(mén)制安,t,9597.07

627,5-39,型鋼鐵絲網(wǎng)大門(mén)制安,100m2,26021.75

628,5-40,變壓器窗門(mén)制安,100m2,25238.82

629,5-41,鐵柵門(mén)制安,100m2,14122.84

630,5-42,木門(mén)窗鋼柵欄,100m2,2933.55

,***,補(bǔ)充定額,,

631,B5-1,金屬壓型墻板,100m2,14671.51

,**,第六章構(gòu)件運(yùn)輸及安裝,,

,***,構(gòu)件運(yùn)輸,,

632,6-1,"預(yù)制鋼筋混凝土,一類構(gòu)件運(yùn)輸1km以內(nèi)",10m3,765.52

633,6-2,"預(yù)制鋼筋混凝土,一類構(gòu)件運(yùn)輸5km以內(nèi)",10m3,1181.16

634,6-3,"預(yù)制鋼筋混凝土,一類構(gòu)件運(yùn)輸10km以內(nèi)",10m3,1500.1

635,6-4,"預(yù)制鋼筋混凝土,一類構(gòu)件運(yùn)輸15km以內(nèi)",10m3,2011.6

636,6-5,"預(yù)制鋼筋混凝土,一類構(gòu)件運(yùn)輸20km以內(nèi)",10m3,2134.49

637,6-6,"預(yù)制鋼筋混凝土,一類構(gòu)件運(yùn)輸30km以內(nèi)",10m3,2724.3

638,6-7,"預(yù)制鋼筋混凝土,二類構(gòu)件運(yùn)輸1km以內(nèi)",10m3,662.72

639,6-8,"預(yù)制鋼筋混凝土,二類構(gòu)件運(yùn)輸5km以內(nèi)",10m3,958.31

640,6-9,"預(yù)制鋼筋混凝土,二類構(gòu)件運(yùn)輸10km以內(nèi)",10m3,1179.42

641,6-10,"預(yù)制鋼筋混凝土,二類構(gòu)件運(yùn)輸15km以內(nèi)",10m3,1694.86

642,6-11,"預(yù)制鋼筋混凝土,二類構(gòu)件運(yùn)輸20km以內(nèi)",10m3,1810.01

643,6-12,"預(yù)制鋼筋混凝土,二類構(gòu)件運(yùn)輸30km以內(nèi)",10m3,2267.63

644,6-13,"預(yù)制鋼筋混凝土,三類構(gòu)件運(yùn)輸1km以內(nèi)",10m3,1110.82

645,6-14,"預(yù)制鋼筋混凝土,三類構(gòu)件運(yùn)輸5km以內(nèi)",10m3,1638.03

646,6-15,"預(yù)制鋼筋混凝土,三類構(gòu)件運(yùn)輸10km以內(nèi)",10m3,2283.47

647,6-16,"預(yù)制鋼筋混凝土,三類構(gòu)件運(yùn)輸15km以內(nèi)",10m3,2980.67

648,6-17,"預(yù)制鋼筋混凝土,三類構(gòu)件運(yùn)輸20km以內(nèi)",10m3,3592.88

649,6-18,"預(yù)制鋼筋混凝土,三類構(gòu)件運(yùn)輸30km以內(nèi)",10m3,4425.56

650,6-19,"預(yù)制鋼筋混凝土,四類構(gòu)件運(yùn)輸1km以內(nèi)",10m3,1161.67

651,6-20,"預(yù)制鋼筋混凝土,四類構(gòu)件運(yùn)輸5km以內(nèi)",10m3,1537.45

652,6-21,"預(yù)制鋼筋混凝土,四類構(gòu)件運(yùn)輸10km以內(nèi)",10m3,1805.54

653,6-22,"預(yù)制鋼筋混凝土,四類構(gòu)件運(yùn)輸15km以內(nèi)",10m3,2242.04

654,6-23,"預(yù)制鋼筋混凝土,四類構(gòu)件運(yùn)輸20km以內(nèi)",10m3,2369.21

655,6-24,"預(yù)制鋼筋混凝土,四類構(gòu)件運(yùn)輸30km以內(nèi)",10m3,2885.91

656,6-25,一類金屬構(gòu)件運(yùn)輸(1km)以內(nèi),10t,530.73

657,6-26,一類金屬構(gòu)件運(yùn)輸(5km)以內(nèi),10t,758.89

658,6-27,一類金屬構(gòu)件運(yùn)輸(10km)以內(nèi),10t,1059.48

659,6-28,一類金屬構(gòu)件運(yùn)輸(15km)以內(nèi),10t,1360.07

660,6-29,一類金屬構(gòu)件運(yùn)輸(20km)以內(nèi),10t,1660.99

661,6-30,二類金屬構(gòu)件運(yùn)輸(1km)以內(nèi),10t,325.29

662,6-31,二類金屬構(gòu)件運(yùn)輸(5km)以內(nèi),10t,446.73

663,6-32,二類金屬構(gòu)件運(yùn)輸(10km)以內(nèi),10t,526.93

664,6-33,二類金屬構(gòu)件運(yùn)輸(15km)以內(nèi),10t,691.33

665,6-34,二類金屬構(gòu)件運(yùn)輸(20km)以內(nèi),10t,728.57

666,6-35,三類金屬構(gòu)件運(yùn)輸(1km)以內(nèi),10t,515

667,6-36,三類金屬構(gòu)件運(yùn)輸(5km)以內(nèi),10t,693.24

668,6-37,三類金屬構(gòu)件運(yùn)輸(10km)以內(nèi),10t,812.4

669,6-38,三類金屬構(gòu)件運(yùn)輸(15km)以內(nèi),10t,1020.69

670,6-39,三類金屬構(gòu)件運(yùn)輸(20km)以內(nèi),10t,1072.76

671,6-40,木門(mén)窗運(yùn)輸(1km)以內(nèi),100m2,181.14

672,6-41,木門(mén)窗運(yùn)輸(5km)以內(nèi),100m2,267.4

673,6-42,木門(mén)窗運(yùn)輸(10km)以內(nèi),100m2,327.78

674,6-43,木門(mén)窗運(yùn)輸(15km)以內(nèi),100m2,435.6

675,6-44,木門(mén)窗運(yùn)輸(20km)以內(nèi),100m2,461.48

,***,預(yù)制鋼筋混凝土構(gòu)件安裝,,

676,6-45,"預(yù)制柱安裝,6m3以內(nèi)/根",10m3,737.72

677,6-46,"預(yù)制柱安裝,10m3以內(nèi)/根",10m3,1038.39

678,6-47,"預(yù)制柱安裝,16m3以內(nèi)/根",10m3,1800.86

679,6-48,"預(yù)制柱接柱,6m3以內(nèi)/根",10m3,2152.07

680,6-49,"預(yù)制柱接柱,10m3以內(nèi)/根",10m3,1915.31

681,6-50,"預(yù)制柱接柱,14m3以內(nèi)/根",10m3,2038.72

682,6-51,"預(yù)制框架柱安裝,1m3以內(nèi)/根",10m3,3208.86

683,6-52,"預(yù)制框架柱安裝,2m3以內(nèi)/根",10m3,1913.24

684,6-53,"預(yù)制框架柱安裝,3m3以內(nèi)/根",10m3,1661.53

685,6-54,預(yù)制框架梁安裝,10m3,971.7

686,6-55,"預(yù)制T型吊車(chē)梁安裝,1m3以內(nèi)/根",10m3,1416.17

687,6-56,"預(yù)制T型吊車(chē)梁安裝,2m3以內(nèi)/根",10m3,555.39

688,6-57,"預(yù)制魚(yú)腹式吊車(chē)梁安裝,2.4m3以內(nèi)/根",10m3,811.44

689,6-58,"預(yù)制魚(yú)腹式吊車(chē)梁安裝,5.2m3以內(nèi)/根",10m3,450.58

690,6-59,預(yù)制連系梁、單梁安裝,10m3,605.38

691,6-60,預(yù)制托架梁安裝,10m3,1368.77

692,6-61,預(yù)制薄腹梁安裝,10m3,1417.06

693,6-62,預(yù)制基礎(chǔ)梁安裝,10m3,742.46

694,6-63,預(yù)制風(fēng)道梁安裝,10m3,1023.02

695,6-64,"預(yù)制過(guò)梁安裝,0.4m3/根",10m3,1911.07

696,6-65,"預(yù)制過(guò)梁安裝,0.8m3/根",10m3,714.65

697,6-66,預(yù)制折線型屋架安裝,10m3,1287.37

698,6-67,"預(yù)制三角形屋架拼裝,1m3以內(nèi)",10m3,4570.16

699,6-68,"預(yù)制三角形屋架安裝,1m3以內(nèi)",10m3,3267.87

700,6-69,"預(yù)制三角形屋架拼裝,1.5m3以內(nèi)",10m3,2749.48

701,6-70,"預(yù)制三角形屋架安裝,1.5m3以內(nèi)",10m3,2305.26

702,6-71,"預(yù)制三角形屋架拼裝,2m3以內(nèi)",10m3,2509.76

703,6-72,"預(yù)制三角形屋架安裝,2m3以內(nèi)",10m3,2143.63

704,6-73,預(yù)制鋸齒型屋架安裝,10m3,4490.47

705,6-74,"預(yù)制不帶梁門(mén)式剛架安裝,15m內(nèi)跨度",10m3,2565.25

706,6-75,"預(yù)制不帶梁門(mén)式剛架安裝,20m內(nèi)跨度",10m3,2253.03

707,6-76,"預(yù)制天窗架及端壁板拼裝,(0.5m3)以內(nèi)",10m3,5147.18

708,6-77,"預(yù)制天窗架及端壁板拼裝,(1m3)以內(nèi)",10m3,2811.44

709,6-78,"預(yù)制天窗架及端壁板拼裝,(2m3)以內(nèi)",10m3,1793.02

710,6-79,"預(yù)制天窗架及端壁板安裝,(0.5m3)以內(nèi)",10m3,4086.7

711,6-80,"預(yù)制天窗架及端壁板安裝,(1m3)以內(nèi)",10m3,2278.13

712,6-81,"預(yù)制天窗架及端壁板安裝,(2m3)以內(nèi)",10m3,1452.11

713,6-82,預(yù)制天窗上下檔支撐天窗側(cè)板檁條安裝,10m3,3547.72

714,6-83,預(yù)制大型屋面板安裝,10m3