陕西建筑工程09价目表

序号,定额编号,子目名称,单位,单价

,*,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)以内",100m3,1351.56

2,1-2,"人工挖土方,挖深(4m)以内",100m3,1746.78

3,1-3,"人工挖土方,挖深(6m)以内",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,"人工挖沟槽,挖深(2m)以内",100m3,1695.96

6,1-6,"人工挖沟槽,挖深(4m)以内",100m3,2180.22

7,1-7,"人工挖沟槽,挖深(6m)以内",100m3,2507.4

8,1-8,"人工挖沟槽,挖深6m以上每增1m",100m3,91.14

9,1-9,"人工挖地坑,挖深(2m)以内",100m3,1948.8

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

11,1-11,"人工挖地坑,挖深(6m)以内",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)以内",10m3,381.36

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

15,1-15,"人工挖枯井、灰土井,挖深(8m)以内",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,平整场地,100m2,267.54

20,1-20,钻探及回填孔,100m2,655.18

21,1-21,原土夯实,100m2,72.03

22,1-22,"人工挖桩孔,深度(6m)以内",10m3,561.96

23,1-23,"人工挖桩孔,深度(8m)以内",10m3,673.68

24,1-24,"人工挖桩孔,深度(10m)以内",10m3,758.94

25,1-25,"人工挖桩孔,深度(12m)以内",10m3,842.94

26,1-26,回填夯实素土,100m3,1825.86

27,1-27,回填夯实2:8灰土,100m3,6075.72

28,1-28,回填夯实3:7灰土,100m3,7569.96

29,1-29,回填夯实2:8灰土井、枯井,10m3,965.85

30,1-30,回填夯实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,单(双)轮车运土50m,100m3,690.48

33,1-33,单(双)轮车运土每增50m,100m3,110.88

34,1-34,单(双)轮车运淤泥20m,100m3,1463.7

35,1-35,单(双)轮车运淤泥每增20m,100m3,252

36,1-36,"木挡土板,木支撑密撑",100m2,1791.06

37,1-37,"木挡土板,木支撑疏撑",100m2,1407.51

38,1-38,"木挡土板,钢支撑密撑",100m2,1556.97

39,1-39,"木挡土板,钢支撑疏撑",100m2,1252.33

40,1-40,"钢挡土板,木支撑密撑",100m2,1619.17

41,1-41,"钢挡土板,木支撑疏撑",100m2,1347.02

42,1-42,"钢挡土板,钢支撑密撑",100m2,1396

43,1-43,"钢挡土板,钢支撑疏撑",100m2,1166.66

,***,人工石方,,

44,1-44,平基(凿石)松石,100m3,3014.34

45,1-45,平基(凿石)次坚石,100m3,3852.24

46,1-46,平基(凿石)普坚石,100m3,6768.3

47,1-47,平基(凿石)特坚石,100m3,11157.3

48,1-48,沟槽(凿石)松石,100m3,3542.7

49,1-49,沟槽(凿石)次坚石,100m3,4553.64

50,1-50,沟槽(凿石)普坚石,100m3,9115.26

51,1-51,沟槽(凿石)特坚石,100m3,18364.5

52,1-52,基坑(凿石)松石,100m3,4948.02

53,1-53,基坑(凿石)次坚石,100m3,6322.68

54,1-54,基坑(凿石)普坚石,100m3,13691.58

55,1-55,基坑(凿石)特坚石,100m3,28525.14

56,1-56,地面摊座松石,100m2,933.24

57,1-57,地面摊座次坚石,100m2,1107.96

58,1-58,地面摊座普坚石,100m2,2062.2

59,1-59,地面摊座特坚石,100m2,5058.9

60,1-60,槽(坑)摊座松石,100m2,1125.6

61,1-61,槽(坑)摊座次坚石,100m2,1396.5

62,1-62,槽(坑)摊座普坚石,100m2,2319.24

63,1-63,槽(坑)摊座特坚石,100m2,5468.82

64,1-64,修整边坡松石,100m2,594.72

65,1-65,修整边坡次坚石,100m2,760.2

66,1-66,修整边坡普坚石,100m2,1603.14

67,1-67,修整边坡特坚石,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)次坚石,100m3,1940.7

70,1-70,人工打眼爆破石方(平基)普坚石,100m3,3199.27

71,1-71,人工打眼爆破石方(平基)特坚石,100m3,4743.31

72,1-72,人工打眼爆破石方(沟槽)松石,100m3,3968.64

73,1-73,人工打眼爆破石方(沟槽)次坚石,100m3,4969.33

74,1-74,人工打眼爆破石方(沟槽)普坚石,100m3,7922.05

75,1-75,人工打眼爆破石方(沟槽)特坚石,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)次坚石,100m3,5913.71

78,1-78,人工打眼爆破石方(地坑)普坚石,100m3,9210.08

79,1-79,人工打眼爆破石方(地坑)特坚石,100m3,13797.84

80,1-80,"人工石方,孤石爆破",100m3,1544.89

81,1-81,单(双)轮车运石方运距50m以内,100m3,1237.32

82,1-82,单(双)轮车运石方500m以内每增50m,100m3,296.52

,***,机械土方,,

83,1-83,推土机推土推距(20m)以内,1000m3,3312.4

84,1-84,推土机推土推距(40m)以内,1000m3,4184.91

85,1-85,推土机推土推距(60m)以内,1000m3,5377.8

86,1-86,推土机推土推距(80m)以内,1000m3,6877.43

87,1-87,铲运机铲运土运距(300m)以内,1000m3,4462.77

88,1-88,铲运机铲运土运距(500m)以内,1000m3,5255.55

89,1-89,铲运机铲运土运距每增200m,1000m3,905.83

90,1-90,挖掘机挖土配自卸汽车运土方1km,1000m3,13447.34

91,1-91,挖掘机挖土配自卸汽车运土方每增1km,1000m3,1132.62

92,1-92,挖掘机挖土不装车,1000m3,4188.79

93,1-93,装载机装土,1000m3,1465.97

94,1-94,"装载机现场倒运土,距离(20m)以内",1000m3,2000.69

95,1-95,"装载机现场倒运土,距离(40m)以内",1000m3,2648.14

96,1-96,"装载机现场倒运土,距离(60m)以内",1000m3,3148.9

97,1-97,"装载机现场倒运土,距离(80m)以内",1000m3,3523.21

98,1-98,"装载机现场倒运土,距离(100m)以内",1000m3,3811.53

99,1-99,"装载机现场倒运土,距离(150m)以内",1000m3,4696.71

100,1-100,翻斗车现场倒运土方150m～500m,100m3,1527.25

101,1-101,人工铺填机械碾压素土,1000m3,12649.31

102,1-102,人工铺填机械碾压3:7灰土,1000m3,62121.71

103,1-103,人工铺填机械碾压2:8灰土,1000m3,47170.3

104,1-104,机械铺填机械碾压素土,1000m3,2450.89

105,1-105,机械铺填机械碾压3:7灰土,1000m3,51923.29

106,1-106,机械铺填机械碾压2:8灰土,1000m3,36971.88

107,1-107,场地平整±30cm以内,1000m2,471.44

108,1-108,原土碾压,1000m2,75.72

,***,机械石方,,

109,1-109,机械打眼爆破石方(平基)松石,100m3,977.17

110,1-110,机械打眼爆破石方(平基)次坚石,100m3,1283.41

111,1-111,机械打眼爆破石方(平基)普坚石,100m3,1605.02

112,1-112,机械打眼爆破石方(平基)特坚石,100m3,2066.12

113,1-113,机械打眼爆破石方(沟槽)松石,100m3,2226.05

114,1-114,机械打眼爆破石方(沟槽)次坚石,100m3,3062.8

115,1-115,机械打眼爆破石方(沟槽)普坚石,100m3,3847.07

116,1-116,机械打眼爆破石方(沟槽)特坚石,100m3,4926.01

117,1-117,机械打眼爆破石方(基坑)松石,100m3,2677.7

118,1-118,机械打眼爆破石方(基坑)次坚石,100m3,4380.91

119,1-119,机械打眼爆破石方(基坑)普坚石,100m3,5827.36

120,1-120,机械打眼爆破石方(基坑)特坚石,100m3,7953.56

121,1-121,推土机推石推距20m,1000m3,4923.5

122,1-122,推土机推石每增10m,1000m3,1472.36

123,1-123,挖掘机挖渣、自卸汽车运渣1km以内,1000m3,22123.56

124,1-124,自卸汽车运渣每增1km,1000m3,1918.31

125,1-125,翻斗车运石方1km以内,100m3,4029.41

126,1-126,砂石基础垫层(换土)机铺机压有级配,100m3,9515.41

,***,强夯工程,,

127,1-127,"夯击能1000kN.m以内,夯击(3遍)以内",100m2,850.27

128,1-128,"夯击能1000kN.m以内,夯击(6遍)以内",100m2,1972.63

129,1-129,"夯击能1000kN.m以内,夯击(9遍)以内",100m2,2894.7

130,1-130,"夯击能1000kN.m以内,夯击(12遍)以内",100m2,3875.13

131,1-131,"夯击能2000kN.m以内,夯击(3遍)以内",100m2,1436.94

132,1-132,"夯击能2000kN.m以内,夯击(6遍)以内",100m2,3287.69

133,1-133,"夯击能2000kN.m以内,夯击(9遍)以内",100m2,4734.3

134,1-134,"夯击能2000kN.m以内,夯击(12遍)以内",100m2,6349.55

135,1-135,"夯击能3000kN.m以内,夯击(3遍)以内",100m2,1825.51

136,1-136,"夯击能3000kN.m以内,夯击(6遍)以内",100m2,4232.68

137,1-137,"夯击能3000kN.m以内,夯击(9遍)以内",100m2,6238.3

138,1-138,"夯击能3000kN.m以内,夯击(12遍)以内",100m2,8351.77

139,1-139,"夯击能4000kN.m以内,夯击(3遍)以内",100m2,3482.25

140,1-140,"夯击能4000kN.m以内,夯击(6遍)以内",100m2,8281.89

141,1-141,"夯击能4000kN.m以内,夯击(9遍)以内",100m2,12507.98

142,1-142,"夯击能4000kN.m以内,夯击(12遍)以内",100m2,16421.15

,***,补充定额,,

143,B1-1,水坠砂,100m3,1082.14

,**,第二章桩基工程,,

,***,打(压)入预制桩,,

144,2-1,"打入预制钢筋混凝土方桩,桩长在(12m)以内",10m3,1970.19

145,2-2,"打入预制钢筋混凝土方桩,桩长在(18m)以内",10m3,1674.6

146,2-3,"打入预制钢筋混凝土方桩,桩长在(30m)以内",10m3,1690.33

147,2-4,"打入预制钢筋混凝土方桩,桩长在30m以外",10m3,1375.1

148,2-5,"打入预制钢筋混凝土管桩,桩长在(16m)以内",10m3,2562.27

149,2-6,"打入预制钢筋混凝土管桩,桩长在(24m)以内",10m3,2286.34

150,2-7,"打入预制钢筋混凝土管桩,桩长在(32m)以内",10m3,2562.09

151,2-8,"打入预制钢筋混凝土管桩,桩长在(40m)以内",10m3,2546

152,2-9,"打入预制钢筋混凝土板桩,桩单体体积(1.0m3)内",10m3,2545.63

153,2-10,"打入预制钢筋混凝土板桩,桩单体体积(1.5m3)内",10m3,2147.04

154,2-11,"打入预制钢筋混凝土板桩,桩单体体积(2.5m3)内",10m3,1902.5

155,2-12,"打入预制钢筋混凝土板桩,桩单体体积(3.0m3)内",10m3,1754.25

156,2-13,"静力压桩,桩长在(12m)以内",10m3,2006.42

157,2-14,"静力压桩,桩长在(18m)以内",10m3,2207.64

158,2-15,"静力压桩,桩长在(30m)以内",10m3,2698.33

159,2-16,"静力压桩,桩长在30m以外",10m3,2392.29

160,2-17,"型钢接桩,包角钢",10个,3986.8

161,2-18,"型钢接桩,包钢板",10个,5527.85

162,2-19,安拆导向夹具,10m,75.21

,***,灌注桩成孔,,

163,2-20,"走管式打桩机打孔,孔深在(10m)以内",10m3,1363.64

164,2-21,"走管式打桩机打孔,孔深在(15m)以内",10m3,943.66

165,2-22,"走管式打桩机打孔,孔深在15m以外",10m3,903.03

166,2-23,"螺旋钻机成孔,孔深在12m以内",10m3,1331.29

167,2-24,"螺旋钻机成孔,孔深在12m以上",10m3,1142.64

168,2-25,重锤夯扩,10m3,487.18

169,2-26,"回旋钻机钻孔,Φ≤800h≤20m砂土、粘土",10m,844.65

170,2-27,"回旋钻机钻孔,Φ≤800h≤20m砂砾",10m,2031.36

171,2-28,"回旋钻机钻孔,Φ≤800h≤20m砾石",10m,3320.24

172,2-29,"回旋钻机钻孔,Φ≤800h≤40m砂土、粘土",10m,1221.32

173,2-30,"回旋钻机钻孔,Φ≤800h≤40m砂砾",10m,3101.88

174,2-31,"回旋钻机钻孔,Φ≤800h≤40m砾石",10m,5113.46

175,2-32,"回旋钻机钻孔,Φ≤800h≤60m砂土、粘土",10m,1561.58

176,2-33,"回旋钻机钻孔,Φ≤800h≤60m砂砾",10m,3951.43

177,2-34,"回旋钻机钻孔,Φ≤800h≤60m砾石",10m,6584.94

178,2-35,"回旋钻机钻孔,Φ≤1000h≤40m砂土、粘土",10m,1812.39

179,2-36,"回旋钻机钻孔,Φ≤1000h≤40m砂砾",10m,3566.83

180,2-37,"回旋钻机钻孔,Φ≤1000h≤40m砾石",10m,6132.64

181,2-38,"回旋钻机钻孔,Φ≤1000h≤60m砂土、粘土",10m,2139.01

182,2-39,"回旋钻机钻孔,Φ≤1000h≤60m砂砾",10m,4473.51

183,2-40,"回旋钻机钻孔,Φ≤1000h≤60m砾石",10m,7167.9

184,2-41,"回旋钻机钻孔,Φ≤1200h≤40m砂土、粘土",10m,1928.88

185,2-42,"回旋钻机钻孔,Φ≤1200h≤40m砂砾",10m,3999.9

186,2-43,"回旋钻机钻孔,Φ≤1200h≤40m砾石",10m,6598.97

187,2-44,"回旋钻机钻孔,Φ≤1200h≤60m砂土、粘土",10m,2229.13

188,2-45,"回旋钻机钻孔,Φ≤1200h≤60m砂砾",10m,4714.4

189,2-46,"回旋钻机钻孔,Φ≤1200h≤60m砾石",10m,7852.12

190,2-47,"冲击钻(锥)机成孔,Φ≤1000h≤20m砂土",10m,905.05

191,2-48,"冲击钻(锥)机成孔,Φ≤1000h≤20m粘土",10m,1222.42

192,2-49,"冲击钻(锥)机成孔,Φ≤1000h≤20m砂砾",10m,3811.4

193,2-50,"冲击钻(锥)机成孔,Φ≤1000h≤20m砾石",10m,6143.62

194,2-51,"冲击钻(锥)机成孔,Φ≤1000h≤20m卵石",10m,7709.38

195,2-52,"冲击钻(锥)机成孔,Φ≤1000h≤20m软岩",10m,13092.42

196,2-53,"冲击钻(锥)机成孔,Φ≤1000h≤40m砂土",10m,1362.89

197,2-54,"冲击钻(锥)机成孔,Φ≤1000h≤40m粘土",10m,1806.29

198,2-55,"冲击钻(锥)机成孔,Φ≤1000h≤40m砂砾",10m,5840.41

199,2-56,"冲击钻(锥)机成孔,Φ≤1000h≤40m砾石",10m,9064.07

200,2-57,"冲击钻(锥)机成孔,Φ≤1000h≤40m卵石",10m,11476.46

201,2-58,"冲击钻(锥)机成孔,Φ≤1000h≤40m软岩",10m,20729.35

202,2-59,锅锥钻成孔,10m3,1401.2

203,2-60,旋挖钻机成孔,10m3,1583.94

204,2-61,"中心压灌式CFG桩,桩长在10m以内",10m3,1311.31

205,2-62,"中心压灌式CFG桩,桩长在15m以内",10m3,1187.75

206,2-63,"中心压灌式CFG桩,桩长在15m以外",10m3,1069.19

,***,其它桩,,

207,2-64,3:7灰土井桩,10m3,1965.55

208,2-65,2:8灰土井桩,10m3,1833.96

209,2-66,灌砂石(砂或石)桩,10m3,1857.62

210,2-67,震动水冲桩,10m3,1356.25

211,2-68,3:7灰土挤密桩,10m3,1289.13

212,2-69,2:8灰土挤密桩,10m3,1141.17

,***,基坑降水,,

213,2-70,"轻型井点降水,井管深7m,安装",10根,1697.36

214,2-71,"轻型井点降水,井管深7m,拆除",10根,206.17

215,2-72,"轻型井点降水,井管深7m,使用",套·天,916.3

216,2-73,"回旋钻机,成大口径降水井,深25m",口,13214.16

217,2-74,"回旋钻机,成大口径降水井,每增减1m",口,524.47

218,2-75,"冲击钻机,成大口径降水井,深25m",口,27464.48

219,2-76,"冲击钻机,成大口径降水井,每增减1m",口,1094.83

220,2-77,"锅锥钻机,成大口径降水井,深25m",口,7085.86

221,2-78,"锅锥钻机,成大口径降水井,每增减1m",口,279.43

222,2-79,安拆集水管,100m,2110.02

223,2-80,降水系统维护,井·台班,3.29

,***,地基深层加固,,

224,2-81,深层搅拌粉喷桩,10m3,1592.06

225,2-82,深层搅拌(喷浆),10m3,1506.94

226,2-83,"高压旋喷桩,加固深度在(10m)以内",孔,2368.89

227,2-84,"高压旋喷桩,加固深度在(15m)以内",孔,3673.94

228,2-85,"高压旋喷桩,加固深度在(20m)以内",孔,5030.28

,***,基坑支护,,

229,2-86,"土钉(锚杆)成孔,人工",10m,147

230,2-87,"土钉(锚杆)成孔,机械,土层",10m,342.75

231,2-88,"土钉(锚杆)成孔,机械,砂石层",10m,612.16

232,2-89,"孔内注浆,水灰比0.45",m3,577.28

233,2-90,"喷射混凝土,初喷厚5cm",100m2,3869.47

234,2-91,"喷射混凝土,每增减1cm",100m2,521.55

235,2-92,锚杆、施压、予应力,根,90.14

,***,其它,,

236,2-93,埋设钢护筒直径Φ≤800mm,10m,1390.56

237,2-94,埋设钢护筒直径Φ≤1000mm,10m,1693.04

238,2-95,埋设钢护筒直径Φ≤1200mm,10m,2127.43

239,2-96,埋设钢护筒直径Φ≤1500mm,10m,2729.87

240,2-97,泥浆制作普通,m3,39.22

241,2-98,泥浆制作膨润土,m3,111.22

242,2-99,泥浆运输5km以内,10m3,871.28

243,2-100,泥浆运输每增1km,10m3,51.96

244,2-101,"人工挖孔桩灌注混凝土,现场搅拌导管法",10m3,2769.26

245,2-102,"人工挖孔桩灌注混凝土,现场搅拌震捣器",10m3,2536.67

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

247,2-104,"人工挖孔桩灌注混凝土,护井壁混凝土",10m3,2640.52

248,2-105,"冲击成孔灌注混凝土,现场搅拌",10m3,3461.99

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

250,2-107,"其它成孔灌注混凝土,现场搅拌",10m3,3267.86

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

252,2-109,凿桩头,m3,302.4

253,2-110,桩头处理,个,29.44

254,2-111,钢筋笼安放,t,391.14

255,2-112,泥渣外运,1000m3,37008.14

,***,补充定额,,

256,B2-1,"冲击钻（锥）机成孔,ф≤1000,h≤25m,砂土",10m,1019.61

257,B2-2,"冲击钻（锥）机成孔,ф≤1000,h≤25m,黏土",10m,1369.34

258,B2-3,"冲击钻（锥）机成孔,ф≤1000,h≤25m,砂砾",10m,4317.8

259,B2-4,"冲击钻（锥）机成孔,ф≤1000,h≤25m,砾石",10m,6873.16

260,B2-5,"冲击钻（锥）机成孔,ф≤1000,h≤25m,卵石",10m,8651.9

261,B2-6,"冲击钻（锥）机成孔,ф≤1000,h≤25m,软石",10m,15001.65

262,B2-7,"冲击钻（锥）机成孔,ф≤1000,h≤30m,砂土",10m,1134.18

263,B2-8,"冲击钻（锥）机成孔,ф≤1000,h≤30m,黏土",10m,1512.44

264,B2-9,"冲击钻（锥）机成孔,ф≤1000,h≤30m,砂砾",10m,4828.03

265,B2-10,"冲击钻（锥）机成孔,ф≤1000,h≤30m,砾石",10m,7606.94

266,B2-11,"冲击钻（锥）机成孔,ф≤1000,h≤30m,卵石",10m,9594.83

267,B2-12,"冲击钻（锥）机成孔,ф≤1000,h≤30m,软石",10m,16910.88

268,B2-13,"冲击钻（锥）机成孔,ф≤1000,h≤35m,砂土",10m,1248.32

269,B2-14,"冲击钻（锥）机成孔,ф≤1000,h≤35m,黏土",10m,1659.37

270,B2-15,"冲击钻（锥）机成孔,ф≤1000,h≤35m,砂砾",10m,5334.01

271,B2-16,"冲击钻（锥）机成孔,ф≤1000,h≤35m,砾石",10m,8336.49

272,B2-17,"冲击钻（锥）机成孔,ф≤1000,h≤35m,卵石",10m,10533.94

273,B2-18,"冲击钻（锥）机成孔,ф≤1000,h≤35m,软石",10m,18820.12

274,B2-19,静力压管桩D=400,100m,2404.35

275,B2-20,静力压管桩D=500,100m,2950.24

276,B2-21,静力压管桩D=600,100m,3447.58

277,B2-22,素土挤密桩,10m3,669.37

278,B2-23,人工挖孔桩护壁模板,m3,252.96

279,B2-24,预制桩截桩头,根,60.38

280,B2-25,灌注桩后注浆，基桩在20m，Φ≤600,根,1081.12

281,B2-26,灌注桩后注浆，基桩础在20m，Φ≤700,根,1120.72

282,B2-27,灌注桩后注浆，基桩础在20m，Φ≤800,根,1225.67

283,B2-28,桩长每增减1m,根,28.72

284,B2-29,"机械洛阳铲成孔,10m以内",10m3,335.12

285,B2-30,"机械洛阳铲成孔,10m以外",10m3,374.46

,**,第三章砖石工程,,

,***,砌砖,,

286,3-1,砖基础,10m3,2036.5

287,3-2,混水砖墙1/2砖,10m3,2382.93

288,3-3,混水砖墙3/4砖,10m3,2353.03

289,3-4,混水砖墙一砖,10m3,2328.59

290,3-5,混水砖墙一砖半,10m3,2346.07

291,3-6,混水砖墙二砖及二砖以上,10m3,2351.51

292,3-7,弧形混水砖墙一砖,10m3,2417.64

293,3-8,弧形混水砖墙一砖半,10m3,2433.99

294,3-9,弧形混水砖墙二砖及二砖以上,10m3,2425.98

295,3-10,单面清水墙1/2砖,10m3,2500.35

296,3-11,单面清水墙3/4砖,10m3,2480.92

297,3-12,单面清水墙一砖,10m3,2445.77

298,3-13,单面清水墙一砖半,10m3,2438.47

299,3-14,单面清水墙二砖及二砖以上,10m3,2409.63

300,3-15,弧形单面清水砖一砖,10m3,2532.27

301,3-16,弧形单面清水砖一砖半,10m3,2524.47

302,3-17,弧形单面清水砖二砖及二砖以上,10m3,2498.66

303,3-18,"清水方砖柱,周长在1.2m以内",10m3,2842.13

304,3-19,"清水方砖柱,周长在1.8m以内",10m3,2769.18

305,3-20,"清水方砖柱,周长在1.8m以上",10m3,2573.59

306,3-21,"混水方砖柱,周长在1.2m以内",10m3,2779.55

307,3-22,"混水方砖柱,周长在1.8m以内",10m3,2711.64

308,3-23,"混水方砖柱,周长在1.8m以上",10m3,2515.63

309,3-24,圆、半圆、多边形砖柱,10m3,3210.03

310,3-25,零星砌体,10m3,2929.34

311,3-26,砖砌地沟,10m3,2200.2

312,3-27,砖砌台阶,10m2,583.43

313,3-28,砖平碹,10m3,3276.08

314,3-29,钢筋砖过梁,10m3,3342

315,3-30,空斗墙、眠斗墙,10m3,1724.37

316,3-31,"空斗墙,全空斗、单丁无眠",10m3,1653.54

317,3-32,"空斗墙,全空斗、双丁无眠",10m3,1746.65

318,3-33,空花墙,10m3,1943.07

319,3-34,砌体内加固筋,t,4656.2

320,3-35,承重粘土多孔砖墙1/2砖,10m3,2762.71

321,3-36,承重粘土多孔砖墙190厚,10m3,2423.32

322,3-37,承重粘土多孔砖墙一砖,10m3,2661.1

323,3-38,承重粘土多孔砖墙一砖半,10m3,2608.04

324,3-39,非承重粘土多孔砖墙1/2砖,10m3,1794.82

325,3-40,非承重粘土多孔砖墙一砖,10m3,1799.36

326,3-41,非承重粘土多孔砖墙一砖半,10m3,1698.99

327,3-42,多孔砖墙1/2砖,10m3,2098.04

328,3-43,多孔砖墙一砖,10m3,2008.41

329,3-44,多孔砖墙一砖半,10m3,1969.68

330,3-45,硅酸盐砌块墙,10m3,3752.44

331,3-46,加气砼砌块墙,10m3,3011.88

332,3-47,水泥炉渣小型空心砌块墙,10m3,2339.86

333,3-48,"1/2砖,衬墙夹10cm厚保温层",10m3,7596.76

334,3-49,"1/4砖,衬墙夹10cm厚保温层",10m3,13849.26

335,3-50,"1/2砖,弧形衬墙,夹10cm厚保温层",10m3,7688.05

336,3-51,"1/4砖,弧形衬墙,夹10cm厚保温层",10m3,13941.52

337,3-52,挖孔桩砖护壁1/4砖,10m3,2924.21

338,3-53,挖孔桩砖护壁1/2砖,10m3,2789.6

339,3-54,砖砌化粪池,10m3,2236.89

340,3-55,砖砌检查井圆形,10m3,2506.14

341,3-56,砖砌检查井矩形,10m3,2479.73

342,3-57,砖砌清水围墙,10m3,2477.51

343,3-58,砖砌挡土墙、护坡,10m3,2340.44

,***,砌石,,

344,3-59,毛石基础,10m3,1813.77

345,3-60,"石勒脚,毛条石",10m3,3412.71

346,3-61,"石勒脚,清条石",10m3,3153.69

347,3-62,"毛石墙,不镶砖",10m3,2413.41

348,3-63,"毛石墙,镶砖",10m3,2487.71

349,3-64,墙身毛条石,10m3,4053.07

350,3-65,墙身清条石,10m3,3494.96

351,3-66,墙身方整石,10m3,3103.5

352,3-67,毛石挡土墙,10m3,1865.55

353,3-68,毛条石挡土墙,10m3,3054.45

354,3-69,清条石挡土墙,10m3,2911.57

355,3-70,方整石柱,10m3,3566.65

356,3-71,砌毛石地沟,10m3,2322.43

357,3-72,毛石护坡浆砌,10m3,1991.7

358,3-73,毛石护坡干砌,10m3,1422.19

359,3-74,毛条石砌窖井,10m3,3005.73

360,3-75,清条石砌水池,10m3,2901.07

361,3-76,安砌石踏步,10m,413.47

362,3-77,"石表面倒水扁光,斜面宽在(5cm)以内",10m,44.1

363,3-78,"石表面倒水扁光,斜面宽在(10cm)以内",10m,74.34

364,3-79,"石表面倒水扁光,斜面宽在(20cm)以内",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,钉粗麻石",10m2,115.08

367,3-82,"石表面加工,钉细麻石",10m2,230.16

368,3-83,"石表面加工,扁光或打钻路",10m2,230.16

,***,砖烟囱、水塔,,

369,3-84,砖筒身高度在(20m)以内,10m3,3126.19

370,3-85,砖筒身高度在(40m)以内,10m3,2846.87

371,3-86,砖筒身高度在40m以外,10m3,2892.01

372,3-87,"砖烟道,普通标准砖",10m3,2546.17

373,3-88,"砖烟道,耐火砖",10m3,13697.11

374,3-89,"砖烟囱内衬,标准砖",10m3,2429.6

375,3-90,"砖烟囱内衬,耐火砖",10m3,13839.28

376,3-91,"砖烟囱内衬,耐酸砖",10m3,30324.9

377,3-92,"砖烟道内衬,标准砖",10m3,2721.83

378,3-93,"砖烟道内衬,耐火砖",10m3,14078.89

379,3-94,"砖烟道内衬,耐酸砖",10m3,30324.9

380,3-95,"楔形砖加工,标准砖",1000块,247.28

381,3-96,"楔形砖加工,耐火砖",1000块,525.39

382,3-97,"楔形砖加工,耐酸砖",1000块,689.8

383,3-98,砖水塔,10m3,2398.6

384,3-99,"烟囱、烟道隔绝层,沥青耐酸漆",100m2,681.27

385,3-100,"烟囱、烟道隔绝层,涂水玻璃",100m2,1850.52

386,3-101,"烟囱、烟道隔绝层,涂沥青",100m2,1781.88

387,3-102,"烟囱、烟道隔绝层,涂耐酸砂浆",100m2,4757.41

388,3-103,"烟囱、烟道隔绝层,抹耐火泥",100m2,1398.24

,**,第四章混凝土及钢筋混凝土工程,,

,***,混凝土及钢筋、埋件,,

389,4-1,C20砾石混凝土(普通),m3,268.43

390,4-2,C20毛石混凝土,m3,233.93

391,4-3,C30砾石预应力混凝土先张法,m3,302.33

392,4-4,C30砾石预应力混凝土后张法,m3,280.4

393,4-5,冷拔丝Φb5以内,t,5919.02

394,4-6,圆钢ф10以内,t,4438.29

395,4-7,圆钢ф10以上,t,4279.85

396,4-8,螺纹钢Φ10以上(含Φ10),t,4385.98

397,4-9,预埋铁件,t,7458.48

398,4-10,先张法预应力钢筋Φb5以内冷拔丝,t,5479.01

399,4-11,先张法预应力钢筋Φ10以上螺纹钢,t,4736.83

400,4-12,后张法预应力钢筋Φ10以上螺纹钢,t,5890.5

401,4-13,预应力钢丝束有粘结,t,16946.08

402,4-14,预应力钢丝束无粘结,t,11805.79

403,4-15,预应力钢绞线有粘结,t,17297.86

,***,现浇构件模板,,

404,4-16,现浇构件模板带形基础无筋毛石混凝土,m3,100.38

405,4-17,现浇构件模板带形基础钢筋混凝土无梁式,m3,28.9

406,4-18,现浇构件模板带形基础钢筋混凝土有梁式,m3,71.35

407,4-19,现浇构件模板独立基础毛石混凝土,m3,64.27

408,4-20,现浇构件模板独立基础无筋混凝土,m3,129.96

409,4-21,现浇构件模板独立基础钢筋混凝土,m3,73.4

410,4-22,现浇构件模板杯形基础,m3,82.29

411,4-23,现浇构件模板无梁式满堂基础,m3,8.84

412,4-24,现浇构件模板有梁式满堂基础,m3,39.05

413,4-25,现浇构件模板桩承台独立式,m3,60.66

414,4-26,现浇构件模板桩承台带式,m3,121.08

415,4-27,现浇构件模板设备基础块体砼5m3以内,m3,98.47

416,4-28,现浇构件模板设备基础块体砼5m3以外,m3,53.68

417,4-29,现浇构件模板砼基础垫层,m3,38.37

418,4-30,现浇构件模板设备基础螺栓套,10个,605.02

419,4-31,现浇构件模板矩形柱断面周长1.8m以内,m3,351.52

420,4-32,现浇构件模板矩形柱断面周长1.8m以上,m3,204.35

421,4-33,现浇构件模板异形柱,m3,396.72

422,4-34,现浇构件模板园形柱,m3,587.68

423,4-35,现浇构件模板构造柱,m3,182.06

424,4-36,现浇构件模板基础梁,m3,231.02

425,4-37,现浇构件模板梁及框架梁矩形,m3,356.15

426,4-38,现浇构件模板梁及框架梁异形,m3,454.87

427,4-39,现浇构件模板圈过梁,m3,299.08

428,4-40,现浇构件模板拱形梁,m3,638.01

429,4-41,现浇构件模板弧形梁,m3,561.87

430,4-42,现浇构件模板弧形圈过梁,m3,481.88

431,4-43,"现浇构件模板混凝土直形墙,墙厚20cm以内",m3,333.54

432,4-44,"现浇构件模板混凝土直形墙,墙厚20cm以上",m3,185.24

433,4-45,"现浇构件模板混凝土直形墙,墙厚30cm以上",m3,117.94

434,4-46,现浇构件模板毛石混凝土墙,m3,76.87

435,4-47,现浇构件模板园弧形墙,m3,361.79

436,4-48,现浇构件模板有梁板板厚10cm以内,m3,346.51

437,4-49,现浇构件模板有梁板板厚10cm以外,m3,309.58

438,4-50,现浇构件模板无梁板,m3,162.85

439,4-51,现浇构件模板平板板厚10cm以内,m3,367.22

440,4-52,现浇构件模板平板板厚10cm以外,m3,248.47

441,4-53,现浇构件模板拱形板,m3,504.65

442,4-54,现浇构件模板天沟、挑沿悬挑构件,m3,664.04

443,4-55,现浇构件模板看台、阶梯段（投影面积）,10m2,985.57

444,4-56,现浇构件模板整体楼梯普通,10m2,763.95

445,4-57,现浇构件模板整体楼梯旋转(园弧形),10m2,1351.99

446,4-58,现浇构件模板雨蓬,10m2,563.29

447,4-59,现浇构件模板整体阳台,10m2,1592.17

448,4-60,现浇构件模板阳台底板,10m2,611.02

449,4-61,现浇构件模板园弧形雨蓬、阳台底板,10m2,1039.4

450,4-62,现浇构件模板栏板,10m2,707.41

451,4-63,现浇构件模板扶手压顶,m3,837.38

452,4-64,现浇构件模板地沟,m3,386.6

453,4-65,现浇构件模板台阶,10m2,225.1

454,4-66,现浇构件模板小型池槽,m3,1742.1

455,4-67,现浇构件模板小型构配件,m3,1773.47

456,4-68,现浇构件模板层高超过3.6m每增加1m梁、板,m3,34.86

457,4-69,现浇构件模板层高超过3.6m每增加1m墙、柱,m3,16.5

458,4-70,现浇构件模板框架柱接头,m3,588.75

,***,预制构件模板,,

459,4-71,预制构件模板方桩,m3,235.64

460,4-72,预制构件模板桩尖,m3,370.02

461,4-73,预制构件模板矩形柱每根体积2m3以内,m3,193.88

462,4-74,预制构件模板矩形柱每根体积2m3以上,m3,128.57

463,4-75,预制构件模板工形柱,m3,332.54

464,4-76,预制构件模板双肢柱,m3,202.31

465,4-77,预制构件模板空格柱,m3,259.83

466,4-78,预制构件模板围墙柱,m3,270.3

467,4-79,"预制构件模板异形,TпH形,支架",m3,343.14

468,4-80,预制构件模板基础梁,m3,139.94

469,4-81,预制构件模板矩形梁每根体积0.5m3以内,m3,216.56

470,4-82,预制构件模板矩形梁每根体积0.5m3以上,m3,174.49

471,4-83,预制构件模板异形梁,m3,234.84

472,4-84,预制构件模板过梁,m3,288.17

473,4-85,预制构件模板托架梁,m3,578.82

474,4-86,预制构件模板风道梁(实心),m3,346.1

475,4-87,预制构件模板T形吊车梁,m3,257.87

476,4-88,预制构件模板鱼腹式吊车梁,m3,888.63

477,4-89,预制构件模板拱形梯形屋架,m3,643.01

478,4-90,预制构件模板三角形屋架,m3,707.91

479,4-91,预制构件模板薄腹屋架,m3,613.22

480,4-92,预制构件模板门式刚架,m3,486.34

481,4-93,预制构件模板天窗架,m3,421.97

482,4-94,预制构件模板天窗上、下档,m3,504.43

483,4-95,预制构件模板天窗侧板,m3,709.86

484,4-96,预制构件模板天窗端壁,m3,985.45

485,4-97,预制构件模板挑沿天沟,m3,297.68

486,4-98,预制构件模板槽形板肋形板,m3,196.67

487,4-99,预制构件模板隔板搁板,m3,231.26

488,4-100,预制构件模板地沟盖板,m3,185.5

489,4-101,预制构件模板窗台板,m3,277.35

490,4-102,预制构件模板架空板,m3,309.89

491,4-103,预制构件模板楼梯踏步,m3,479.92

492,4-104,"预制构件模板通风道,垃圾道",m3,566.15

493,4-105,预制构件模板漏空花格(外围体积),m3,603.1

494,4-106,预制构件模板壁龛,m3,1003.82

495,4-107,预制构件模板小型池槽,m3,1047.35

496,4-108,预制构件模板零星构件,m3,354.06

497,4-109,预制构件模板园形井盖,m3,482.26

498,4-110,预制构件模板矩形大井盖(带园孔),m3,172.4

499,4-111,预制构件模板园形井圈,m3,812.41

500,4-112,预制构件模板预应力多孔板120厚,m3,209.62

501,4-113,预制构件模板预应力多孔板180厚,m3,173.3

502,4-114,预制构件模板预应力多孔板240厚,m3,122.99

503,4-115,预制构件模板大型屋面板,m3,165.84

,***,构筑物混凝土模板,,

504,4-116,构筑物混凝土模板烟囱液压滑升钢模筒身高度(60m以内),10m3,8458.57

505,4-117,构筑物混凝土模板烟囱液压滑升钢模筒身高度(80m以内),10m3,8547.35

506,4-118,构筑物混凝土模板烟囱液压滑升钢模筒身高度(100m以内),10m3,7518.84

507,4-119,构筑物混凝土模板烟囱液压滑升钢模筒身高度(120m以内),10m3,6622.07

508,4-120,构筑物混凝土模板烟囱液压滑升钢模筒身高度(150m以内),10m3,5379.44

509,4-121,构筑物混凝土模板烟囱液压滑升钢模筒身高度(180m以内),10m3,4760.95

510,4-122,构筑物混凝土模板烟囱液压滑升钢模筒身高度(210m以内),10m3,3736.54

511,4-123,构筑物混凝土模板水塔塔身筒式,m3,855.2

512,4-124,构筑物混凝土模板水塔塔身柱式,m3,619.63

513,4-125,构筑物混凝土模板水塔水箱内壁,m3,903.78

514,4-126,构筑物混凝土模板水塔水箱外壁,m3,730.62

515,4-127,构筑物混凝土模板水塔塔顶,m3,611.84

516,4-128,构筑物混凝土模板水塔槽底,m3,639.97

517,4-129,构筑物混凝土模板水塔回廊及平台,m3,855.72

518,4-130,构筑物混凝土模板倒锥壳水塔筒身液压滑升钢模支筒滑升高度(20m以内),m3,1381.04

519,4-131,构筑物混凝土模板倒锥壳水塔筒身液压滑升钢模支筒滑升高度(25m以内),m3,1184.99

520,4-132,构筑物混凝土模板倒锥壳水塔筒身液压滑升钢模支筒滑升高度(30m以内),m3,1052.08

521,4-133,构筑物混凝土模板倒锥壳水塔水箱容积(200t以内),m3,906.92

522,4-134,构筑物混凝土模板倒锥壳水塔水箱容积(300t以内),m3,892.55

523,4-135,构筑物混凝土模板倒锥壳水塔水箱容积(400t以内),m3,830.24

524,4-136,构筑物混凝土模板倒锥壳水塔水箱容积(500t以内),m3,923.65

525,4-137,"构筑物混凝土模板倒锥壳水塔水箱提升300t以内,提升高度(20m以内)",座,47899.42

526,4-138,"构筑物混凝土模板倒锥壳水塔水箱提升300t以内,提升高度(25m以内)",座,51968.54

527,4-139,"构筑物混凝土模板倒锥壳水塔水箱提升300t以内,提升高度(30m以内)",座,56037.66

528,4-140,"构筑物混凝土模板倒锥壳水塔水箱提升300t以内,提升高度(35m以内)",座,60106.78

529,4-141,"构筑物混凝土模板倒锥壳水塔水箱提升500t以内,提升高度(20m以内)",座,54744.47

530,4-142,"构筑物混凝土模板倒锥壳水塔水箱提升500t以内,提升高度(25m以内)",座,59191.59

531,4-143,"构筑物混凝土模板倒锥壳水塔水箱提升500t以内,提升高度(30m以内)",座,63639.1

532,4-144,"构筑物混凝土模板倒锥壳水塔水箱提升500t以内,提升高度(35m以内)",座,68085.83

533,4-145,圆形仓底板模板,m3,7.17

534,4-146,"圆形仓仓壁滑模,板高度在30m以内",m3,519.73

535,4-147,"矩形仓漏斗模板,壁厚15cm以内",m3,589.65

536,4-148,"矩形仓漏斗模板,壁厚25cm以内",m3,345.9

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

538,4-150,构筑物混凝土模板圆形池2m3<V≤50m3,m3,1203.4

,***,预制构件座浆灌缝,,

539,4-151,预制构件座浆灌缝柱,10m3,242.62

540,4-152,预制构件座浆灌缝吊车梁,10m3,582.69

541,4-153,预制构件座浆灌缝基础梁,10m3,355.92

542,4-154,预制构件座浆灌缝组合屋架(有拼装),10m3,127.34

543,4-155,预制构件座浆灌缝托架梁,10m3,296.36

544,4-156,预制构件座浆灌缝门式刚架,10m3,610.94

545,4-157,预制构件座浆灌缝天窗,10m3,219.79

546,4-158,预制构件座浆灌缝大型屋面板双T板T型板,10m3,601.07

547,4-159,预制构件座浆灌缝墙板,10m3,803.67

548,4-160,预制构件座浆灌缝空心板厚120mm,10m3,700.74

549,4-161,预制构件座浆灌缝空心板厚180、240mm,10m3,609.42

550,4-162,预制构件座浆灌缝槽形板,10m3,675.8

551,4-163,预制构件座浆灌缝挑沿板,10m3,723.09

552,4-164,预制构件座浆灌缝过梁,10m3,252.49

553,4-165,预制构件座浆灌缝楼梯、楼梯段、休息平台,10m3,129.32

554,4-166,预制构件座浆灌缝小型构件,10m3,624.35

555,4-167,预制构件座浆灌缝设备基础螺栓孔二次灌浆,m3,490.43

,***,补充定额,,

556,B4-1,C20混凝土，非现场搅拌,m3,214.13

557,B4-2,混凝土内植钢筋Φ6.5mm以内,10根,66.24

558,B4-3,混凝土内植钢筋Φ8mm以内,10根,77.83

559,B4-4,混凝土内植钢筋Φ10mm以内,10根,94.86

560,B4-5,混凝土内植钢筋Φ12mm以内,10根,106.53

561,B4-6,混凝土内植钢筋Φ14mm以内,10根,147.66

562,B4-7,混凝土内植钢筋Φ16mm以内,10根,201.78

563,B4-8,混凝土内植钢筋Φ18mm以内,10根,271.12

564,B4-9,混凝土内植钢筋Φ20mm以内,10根,330.05

565,B4-10,混凝土内植钢筋Φ22mm以内,10根,385.36

566,B4-11,混凝土内植钢筋Φ25mm以内,10根,437.55

567,B4-12,混凝土内植钢筋Φ28mm以内,10根,535.47

568,B4-13,混凝土内植钢筋Φ32mm以内,10根,604.98

569,B4-14,套筒冷压,10个,121.07

570,B4-15,直螺纹接头（mm以内）Φ16mm以内,10个,93.46

571,B4-16,直螺纹接头（mm以内）Φ18mm以内,10个,102.55

572,B4-17,直螺纹接头（mm以内）Φ20mm以内,10个,111.64

573,B4-18,直螺纹接头（mm以内）Φ22mm以内,10个,120.73

574,B4-19,直螺纹接头（mm以内）Φ25mm以内,10个,140.73

575,B4-20,直螺纹接头（mm以内）Φ28mm以内,10个,171.64

576,B4-21,直螺纹接头（mm以内）Φ32mm以内,10个,198.91

577,B4-22,直螺纹接头（mm以内）Φ36mm以内,10个,258.9

578,B4-23,锥螺纹钢筋接头（mm以内）Φ16mm以内,10个,197.96

579,B4-24,锥螺纹钢筋接头（mm以内）Φ18mm以内,10个,214.08

580,B4-25,锥螺纹钢筋接头（mm以内）Φ20mm以内,10个,228.65

581,B4-26,锥螺纹钢筋接头（mm以内）Φ22mm以内,10个,242.81

582,B4-27,锥螺纹钢筋接头（mm以内）Φ25mm以内,10个,263.4

583,B4-28,锥螺纹钢筋接头（mm以内）Φ28mm以内,10个,303.76

584,B4-29,锥螺纹钢筋接头（mm以内）Φ32mm以内,10个,343.02

585,B4-30,锥螺纹钢筋接头（mm以内）Φ36mm以内,10个,415.36

586,B4-31,锥螺纹钢筋接头（mm以内）Φ40mm以内,10个,484.5

587,B4-32,直形墙模板10cm以内,m3,547.13

588,B4-33,板上反梁模板,m3,311.93

,**,第五章金属构件制作及钢门窗,,

,***,钢柱制作,,

589,5-1,"钢柱制作,3t以内",t,6682.71

590,5-2,"钢柱制作,7t以内",t,6861.06

591,5-3,"轻钢屋架制作,1t以内",t,7121.7

,***,钢屋架、钢托架制作,,

592,5-4,"钢屋架制作,每榀3t以内",t,6380.74

593,5-5,"钢屋架制作,每榀8t以内",t,6168.34

594,5-6,"钢托架制作,每榀3t以内",t,6432.66

595,5-7,"钢托架制作,每榀5t以内",t,6414.93

,***,钢吊车梁、制动梁制作,,

596,5-8,钢吊车梁制作,t,6459.21

597,5-9,单轨吊车梁制作,t,5861.16

598,5-10,钢制动梁制作,t,6671.09

,***,钢支撑、钢檩条、钢墙架制作,,

599,5-11,钢支撑制作,t,6357.43

600,5-12,钢檩条制作,t,6009.52

601,5-13,钢天窗架制作,t,6308.99

602,5-14,钢挡风架制作,t,6082.56

603,5-15,钢墙架制作,t,6964.55

,***,钢平台、钢梯、钢栏杆制作,,

604,5-16,钢平台制作,t,6843.54

605,5-17,钢梯制作,t,7214.31

606,5-18,钢栏杆制作,t,7123.24

607,5-19,钢漏斗制作,t,7087.97

608,5-20,零星铁件制作安装,t,8913

,***,钢网架制作,,

609,5-21,螺栓球网架制作,t,6818.32

610,5-22,焊接球网架制作,t,6271.57

611,5-23,钢屋架、钢托架制作平台摊销,t,234.52

,***,钢门窗安装,,

612,5-24,单层钢门安装,100m2,16386.46

613,5-25,单层钢门带纱安装,100m2,20622.85

614,5-26,单层钢窗安装,100m2,11296.61

615,5-27,单层钢窗带纱安装,100m2,16367.2

616,5-28,钢天窗安装,100m2,17248.94

617,5-29,组合钢窗安装,100m2,12595.12

618,5-30,钢防盗门,100m2,30843.2

619,5-31,型钢拉闸门,100m2,23569.49

620,5-32,钢橱窗安装,100m2,11294.7

621,5-33,开窗机安装电动,100m,3644.54

622,5-34,开窗机安装手动,100m,3494.6

623,5-35,钢门窗安玻璃,100m2,3095.39

,***,厂库钢大门制安,,

624,5-36,平开式全板钢大门制安,t,9277.44

625,5-37,推拉式全板钢大门制安,t,16311.17

626,5-38,折叠式全板钢大门制安,t,9597.07

627,5-39,型钢铁丝网大门制安,100m2,26021.75

628,5-40,变压器窗门制安,100m2,25238.82

629,5-41,铁栅门制安,100m2,14122.84

630,5-42,木门窗钢栅栏,100m2,2933.55

,***,补充定额,,

631,B5-1,金属压型墙板,100m2,14671.51

,**,第六章构件运输及安装,,

,***,构件运输,,

632,6-1,"预制钢筋混凝土,一类构件运输1km以内",10m3,765.52

633,6-2,"预制钢筋混凝土,一类构件运输5km以内",10m3,1181.16

634,6-3,"预制钢筋混凝土,一类构件运输10km以内",10m3,1500.1

635,6-4,"预制钢筋混凝土,一类构件运输15km以内",10m3,2011.6

636,6-5,"预制钢筋混凝土,一类构件运输20km以内",10m3,2134.49

637,6-6,"预制钢筋混凝土,一类构件运输30km以内",10m3,2724.3

638,6-7,"预制钢筋混凝土,二类构件运输1km以内",10m3,662.72

639,6-8,"预制钢筋混凝土,二类构件运输5km以内",10m3,958.31

640,6-9,"预制钢筋混凝土,二类构件运输10km以内",10m3,1179.42

641,6-10,"预制钢筋混凝土,二类构件运输15km以内",10m3,1694.86

642,6-11,"预制钢筋混凝土,二类构件运输20km以内",10m3,1810.01

643,6-12,"预制钢筋混凝土,二类构件运输30km以内",10m3,2267.63

644,6-13,"预制钢筋混凝土,三类构件运输1km以内",10m3,1110.82

645,6-14,"预制钢筋混凝土,三类构件运输5km以内",10m3,1638.03

646,6-15,"预制钢筋混凝土,三类构件运输10km以内",10m3,2283.47

647,6-16,"预制钢筋混凝土,三类构件运输15km以内",10m3,2980.67

648,6-17,"预制钢筋混凝土,三类构件运输20km以内",10m3,3592.88

649,6-18,"预制钢筋混凝土,三类构件运输30km以内",10m3,4425.56

650,6-19,"预制钢筋混凝土,四类构件运输1km以内",10m3,1161.67

651,6-20,"预制钢筋混凝土,四类构件运输5km以内",10m3,1537.45

652,6-21,"预制钢筋混凝土,四类构件运输10km以内",10m3,1805.54

653,6-22,"预制钢筋混凝土,四类构件运输15km以内",10m3,2242.04

654,6-23,"预制钢筋混凝土,四类构件运输20km以内",10m3,2369.21

655,6-24,"预制钢筋混凝土,四类构件运输30km以内",10m3,2885.91

656,6-25,一类金属构件运输(1km)以内,10t,530.73

657,6-26,一类金属构件运输(5km)以内,10t,758.89

658,6-27,一类金属构件运输(10km)以内,10t,1059.48

659,6-28,一类金属构件运输(15km)以内,10t,1360.07

660,6-29,一类金属构件运输(20km)以内,10t,1660.99

661,6-30,二类金属构件运输(1km)以内,10t,325.29

662,6-31,二类金属构件运输(5km)以内,10t,446.73

663,6-32,二类金属构件运输(10km)以内,10t,526.93

664,6-33,二类金属构件运输(15km)以内,10t,691.33

665,6-34,二类金属构件运输(20km)以内,10t,728.57

666,6-35,三类金属构件运输(1km)以内,10t,515

667,6-36,三类金属构件运输(5km)以内,10t,693.24

668,6-37,三类金属构件运输(10km)以内,10t,812.4

669,6-38,三类金属构件运输(15km)以内,10t,1020.69

670,6-39,三类金属构件运输(20km)以内,10t,1072.76

671,6-40,木门窗运输(1km)以内,100m2,181.14

672,6-41,木门窗运输(5km)以内,100m2,267.4

673,6-42,木门窗运输(10km)以内,100m2,327.78

674,6-43,木门窗运输(15km)以内,100m2,435.6

675,6-44,木门窗运输(20km)以内,100m2,461.48

,***,预制钢筋混凝土构件安装,,

676,6-45,"预制柱安装,6m3以内/根",10m3,737.72

677,6-46,"预制柱安装,10m3以内/根",10m3,1038.39

678,6-47,"预制柱安装,16m3以内/根",10m3,1800.86

679,6-48,"预制柱接柱,6m3以内/根",10m3,2152.07

680,6-49,"预制柱接柱,10m3以内/根",10m3,1915.31

681,6-50,"预制柱接柱,14m3以内/根",10m3,2038.72

682,6-51,"预制框架柱安装,1m3以内/根",10m3,3208.86

683,6-52,"预制框架柱安装,2m3以内/根",10m3,1913.24

684,6-53,"预制框架柱安装,3m3以内/根",10m3,1661.53

685,6-54,预制框架梁安装,10m3,971.7

686,6-55,"预制T型吊车梁安装,1m3以内/根",10m3,1416.17

687,6-56,"预制T型吊车梁安装,2m3以内/根",10m3,555.39

688,6-57,"预制鱼腹式吊车梁安装,2.4m3以内/根",10m3,811.44

689,6-58,"预制鱼腹式吊车梁安装,5.2m3以内/根",10m3,450.58

690,6-59,预制连系梁、单梁安装,10m3,605.38

691,6-60,预制托架梁安装,10m3,1368.77

692,6-61,预制薄腹梁安装,10m3,1417.06

693,6-62,预制基础梁安装,10m3,742.46

694,6-63,预制风道梁安装,10m3,1023.02

695,6-64,"预制过梁安装,0.4m3/根",10m3,1911.07

696,6-65,"预制过梁安装,0.8m3/根",10m3,714.65

697,6-66,预制折线型屋架安装,10m3,1287.37

698,6-67,"预制三角形屋架拼装,1m3以内",10m3,4570.16

699,6-68,"预制三角形屋架安装,1m3以内",10m3,3267.87

700,6-69,"预制三角形屋架拼装,1.5m3以内",10m3,2749.48

701,6-70,"预制三角形屋架安装,1.5m3以内",10m3,2305.26

702,6-71,"预制三角形屋架拼装,2m3以内",10m3,2509.76

703,6-72,"预制三角形屋架安装,2m3以内",10m3,2143.63

704,6-73,预制锯齿型屋架安装,10m3,4490.47

705,6-74,"预制不带梁门式刚架安装,15m内跨度",10m3,2565.25

706,6-75,"预制不带梁门式刚架安装,20m内跨度",10m3,2253.03

707,6-76,"预制天窗架及端壁板拼装,(0.5m3)以内",10m3,5147.18

708,6-77,"预制天窗架及端壁板拼装,(1m3)以内",10m3,2811.44

709,6-78,"预制天窗架及端壁板拼装,(2m3)以内",10m3,1793.02

710,6-79,"预制天窗架及端壁板安装,(0.5m3)以内",10m3,4086.7

711,6-80,"预制天窗架及端壁板安装,(1m3)以内",10m3,2278.13

712,6-81,"预制天窗架及端壁板安装,(2m3)以内",10m3,1452.11

713,6-82,预制天窗上下档支撑天窗侧板檩条安装,10m3,3547.72

714,6-83,预制大型屋面板安装,10m3