




版權(quán)說(shuō)明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
03版山東省建筑工程消耗量定額價(jià)目表,,,,,,,
綜合工日:28元/工日,,,,,,,
序號(hào),定額編號(hào),定額名稱,單位,基價(jià),人工費(fèi),材料費(fèi),機(jī)械費(fèi)
1,1-1-1,人工挖普通土,10,29.48,29.48,0,0
2,1-1-2,人工挖堅(jiān)土,10,69.08,69.08,0,0
3,1-1-3,推土機(jī)推普通土20m內(nèi),10,12.43,1.32,0,11.11
4,1-1-4,推土機(jī)推堅(jiān)土20m內(nèi),10,14.51,1.32,0,13.19
5,1-1-5,推土機(jī)推土100m內(nèi)增運(yùn)20m,10,7.64,0,0,7.64
6,1-1-6,裝載機(jī)裝運(yùn)土方20m內(nèi),10,10,1.32,0,8.68
7,1-1-7,裝載機(jī)裝運(yùn)200m內(nèi)增運(yùn)20m,10,2.76,0,0,2.76
8,1-1-8,鏟運(yùn)機(jī)鏟運(yùn)普通土200m內(nèi),10,19.08,1.32,0.09,17.67
9,1-1-9,鏟運(yùn)機(jī)鏟運(yùn)堅(jiān)土200m內(nèi),10,24.72,1.32,0.09,23.31
10,1-1-10,鏟運(yùn)機(jī)500m內(nèi)增運(yùn)100m,10,5.64,0,0,5.64
11,1-1-11,拉鏟挖自卸汽車運(yùn)普通土1km內(nèi),10,64.68,1.98,0.2,62.5
12,1-1-12,拉鏟挖自卸汽車運(yùn)堅(jiān)土1km內(nèi),10,77.18,1.98,0.2,75
13,1-1-13,反鏟挖自卸汽車運(yùn)普通土1km內(nèi),10,63.56,1.98,0.2,61.38
14,1-1-14,反鏟挖自卸汽車運(yùn)堅(jiān)土1km內(nèi),10,74.68,1.98,0.2,72.5
15,1-1-15,自卸汽車增運(yùn)1km,10,11.29,0,0,11.29
16,1-1-16,機(jī)械打孔爆破松石,10,70.31,18.7,26.2,25.41
17,1-1-17,機(jī)械打孔爆破堅(jiān)石,10,142.56,30.14,48.25,64.17
18,1-1-18,挖掘機(jī)挖渣自卸汽車運(yùn)渣1km內(nèi),10,132.13,2.42,0.2,129.51
19,1-1-19,自卸汽車運(yùn)渣增運(yùn)1km,10,17.21,0,0,17.21
20,1-1-20,機(jī)械夯填土,10,26.27,12.98,0,13.29
21,1-1-21,光輪壓路機(jī)回填碾壓,10,40.56,9.68,0.26,30.62
22,1-1-22,振動(dòng)壓路機(jī)回填碾壓,10,39.81,9.68,0.26,29.87
23,1-2-1,人工挖普通土深2m內(nèi),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,人工挖堅(jiān)土深2m內(nèi),10,95.7,95.7,0,0
26,1-2-4,人工挖堅(jiān)土深4m內(nèi),10,122.32,122.32,0,0
27,1-2-5,人工挖堅(jiān)土深6m內(nèi),10,141.02,141.02,0,0
28,1-2-6,人工挖堅(jiān)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,人工挖凍土厚0.5m內(nèi),10,295.68,295.68,0,0
31,1-2-9,爆破后人工挖凍土厚0.5m內(nèi),10,114.54,86.9,27.64,0
32,1-2-10,人工挖溝槽普通土深2m內(nèi),10,71.27,70.84,0,0.43
33,1-2-11,人工挖溝槽普通土深>2m,10,96.77,96.58,0,0.19
34,1-2-12,人工挖溝槽堅(jiān)土深2m內(nèi),10,140.13,139.7,0,0.43
35,1-2-13,人工挖溝槽堅(jiān)土深4m內(nèi),10,157.49,157.3,0,0.19
36,1-2-14,人工挖溝槽堅(jiān)土深6m內(nèi),10,178.1,177.98,0,0.12
37,1-2-15,人工挖溝槽堅(jiān)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內(nèi),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,人工挖地坑堅(jiān)土深2m內(nèi),10,158.33,157.08,0,1.25
41,1-2-19,人工挖地坑堅(jiān)土深4m內(nèi),10,177.7,177.1,0,0.6
42,1-2-20,人工挖地坑堅(jiān)土深6m內(nèi),10,198.16,197.78,0,0.38
43,1-2-21,人工挖地坑堅(jiān)土深>6m,10,213.69,213.4,0,0.29
44,1-2-22,人工挖樁孔普通土孔深8m內(nèi),10,236.05,210.76,25.29,0
45,1-2-23,人工挖樁孔堅(jiān)土孔深8m內(nèi),10,383.89,342.76,41.13,0
46,1-2-24,人工挖樁孔普通土孔深12m內(nèi),10,319.83,285.56,34.27,0
47,1-2-25,人工挖樁孔堅(jiān)土孔深12m內(nèi),10,505.86,451.66,54.2,0
48,1-2-26,人工挖樁孔普通土孔深16m內(nèi),10,415.68,371.14,44.54,0
49,1-2-27,人工挖樁孔堅(jiān)土孔深16m內(nèi),10,657.64,587.18,70.46,0
50,1-2-28,人工挖樁孔普通土孔深>16m,10,479.74,428.34,51.4,0
51,1-2-29,人工挖樁孔堅(jiān)土孔深>16m,10,758.91,677.6,81.31,0
52,1-2-30,人工鑿松石方,10,157.74,157.74,0,0
53,1-2-31,人工鑿堅(jiān)石方,10,354.64,354.64,0,0
54,1-2-32,人工鑿溝槽松石,10,186.78,186.78,0,0
55,1-2-33,人工鑿溝槽堅(jiān)石,10,502.7,502.7,0,0
56,1-2-34,人工鑿地坑松石,10,259.16,259.16,0,0
57,1-2-35,人工鑿地坑堅(jiān)石,10,756.8,756.8,0,0
58,1-2-36,人工鑿樁孔松石,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堅(jiān)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堅(jiān)石,10,140.14,140.14,0,0
63,1-2-41,人工修整爆破后邊坡松石,10,31.24,31.24,0,0
64,1-2-42,人工修整爆破后邊坡堅(jiān)石,10,86.24,86.24,0,0
65,1-2-43,人工運(yùn)土方20m內(nèi),10,43.12,43.12,0,0
66,1-2-44,人工運(yùn)土方200m內(nèi)增運(yùn)20m,10,9.68,9.68,0,0
67,1-2-45,人工運(yùn)淤泥流砂20m內(nèi),10,96.8,96.8,0,0
68,1-2-46,人工運(yùn)淤泥流砂200m內(nèi)增運(yùn)20m,10,14.52,14.52,0,0
69,1-2-47,人力車運(yùn)土方50m內(nèi),10,34.76,34.76,0,0
70,1-2-48,人力車運(yùn)土方500m內(nèi)增運(yùn)50m,10,5.5,5.5,0,0
71,1-2-49,人力車運(yùn)淤泥流砂50m內(nèi),10,78.1,78.1,0,0
72,1-2-50,人力車運(yùn)淤泥流砂500m內(nèi)增運(yùn)50m,10,8.36,8.36,0,0
73,1-2-51,人工清運(yùn)石渣20m內(nèi),10,102.3,102.3,0,0
74,1-2-52,人工清運(yùn)石渣200m內(nèi)增運(yùn)20m,10,18.7,18.7,0,0
75,1-2-53,人力車清運(yùn)石渣50m內(nèi),10,92.62,92.62,0,0
76,1-2-54,人力車清運(yùn)石渣500m內(nèi)增運(yùn)50m,10,12.1,12.1,0,0
77,1-2-55,人工清運(yùn)石渣樁孔人工出渣,10,167.06,149.16,17.9,0
78,1-2-56,人工裝車土方,10,34.32,34.32,0,0
79,1-2-57,人工裝車石渣,10,45.98,45.98,0,0
80,1-3-1,推土機(jī)推普通土20m內(nèi),10,10.44,1.32,0,9.12
81,1-3-2,推土機(jī)推堅(jiān)土20m內(nèi),10,13.12,1.32,0,11.8
82,1-3-3,推土機(jī)推土100m內(nèi)增運(yùn)20m,10,6.44,0,0,6.44
83,1-3-4,裝載機(jī)裝運(yùn)土方20m內(nèi),10,10.78,1.32,0,9.46
84,1-3-5,裝載機(jī)裝運(yùn)200m內(nèi)增運(yùn)20m,10,2.76,0,0,2.76
85,1-3-6,鏟運(yùn)機(jī)鏟運(yùn)普通土200m內(nèi),10,20.83,1.32,0.09,19.42
86,1-3-7,鏟運(yùn)機(jī)鏟運(yùn)堅(jiān)土200m內(nèi),10,27.05,1.32,0.09,25.64
87,1-3-8,鏟運(yùn)機(jī)運(yùn)土500m內(nèi)增運(yùn)100m,10,5.64,0,0,5.64
88,1-3-9,挖掘機(jī)挖普通土,10,15.06,1.32,0,13.74
89,1-3-10,挖掘機(jī)挖堅(jiān)土,10,18.65,1.32,0,17.33
90,1-3-11,挖掘機(jī)挖淤泥流砂,10,41.9,7.04,0,34.86
91,1-3-12,挖掘機(jī)挖槽坑普通土,10,14.04,2.64,0,11.4
92,1-3-13,挖掘機(jī)挖槽坑堅(jiān)土,10,15.18,2.64,0,12.54
93,1-3-14,挖掘機(jī)挖普通土自卸汽車運(yùn)1km內(nèi),10,75.14,1.98,0.2,72.96
94,1-3-15,挖掘機(jī)挖堅(jiān)土自卸汽車運(yùn)1km內(nèi),10,90.92,1.98,0.2,88.74
95,1-3-16,挖掘機(jī)挖普通土槽坑汽車運(yùn)1km內(nèi),10,69.95,2.64,0.2,67.11
96,1-3-17,挖掘機(jī)挖堅(jiān)土槽坑汽車運(yùn)1km內(nèi),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,人工打孔爆破堅(jiān)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,人工打孔爆破槽坑堅(jiān)石,10,425.6,340.78,84.82,0
101,1-3-22,機(jī)械打孔爆破松石,10,82.94,21.78,28.51,32.65
102,1-3-23,機(jī)械打孔爆破堅(jiān)石,10,169.25,34.98,51.88,82.39
103,1-3-24,機(jī)械打孔爆破槽坑松石,10,202.55,53.24,73.06,76.25
104,1-3-25,機(jī)械打孔爆破槽坑堅(jiān)石,10,418.61,91.96,126.67,199.98
105,1-3-26,機(jī)械打孔爆破樁孔松石,10,375.78,171.82,121.51,82.45
106,1-3-27,機(jī)械打孔爆破樁孔堅(jiān)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,控制爆破堅(jiān)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,控制爆破槽坑堅(jiān)石,10,816.34,124.96,428.38,263
111,1-3-32,靜力爆破堅(jiān)石,10,3722.29,377.96,1927.73,1416.6
112,1-3-33,靜力爆破槽坑堅(jiān)石,10,4135.92,419.76,2141.94,1574.22
113,1-3-34,風(fēng)鎬破碎樁孔松石,10,3273.59,742.94,89.15,2441.5
114,1-3-35,風(fēng)鎬破碎樁孔堅(jiān)石,10,4676.88,1061.28,127.35,3488.25
115,1-3-36,風(fēng)鎬破碎鼓石,10,1433.39,334.4,0,1098.99
116,1-3-37,液壓錘破碎松石,10,532.91,13.64,0,519.27
117,1-3-38,液壓錘破碎堅(jiān)石,10,669.78,13.86,0,655.92
118,1-3-39,液壓錘破碎槽坑松石,10,642.67,14.08,0,628.59
119,1-3-40,液壓錘破碎槽坑堅(jiān)石,10,806.87,14.3,0,792.57
120,1-3-41,推土機(jī)推石渣20m內(nèi),10,30.72,1.76,0,28.96
121,1-3-42,推土機(jī)推石渣100m內(nèi)增運(yùn)20m,10,19.84,0,0,19.84
122,1-3-43,挖掘機(jī)挖集石渣,10,38.14,1.76,0,36.38
123,1-3-44,挖掘機(jī)挖石渣自卸汽車運(yùn)1km內(nèi),10,144.11,2.42,0.2,141.49
124,1-3-45,裝載機(jī)裝土方,10,10.43,1.32,0,9.11
125,1-3-46,裝載機(jī)裝石方,10,19.97,1.76,0,18.21
126,1-3-47,挖掘機(jī)裝土方,10,9.7,1.32,0,8.38
127,1-3-48,挖掘機(jī)裝石方,10,20.04,1.76,0,18.28
128,1-3-49,機(jī)動(dòng)翻斗車運(yùn)土方100m內(nèi),10,50.56,0,0,50.56
129,1-3-50,機(jī)動(dòng)翻斗車運(yùn)土方500內(nèi)增運(yùn)100m,10,6.95,0,0,6.95
130,1-3-51,機(jī)動(dòng)翻斗車運(yùn)石方100m內(nèi),10,153.78,0,0,153.78
131,1-3-52,機(jī)動(dòng)翻斗車運(yùn)石方500內(nèi)增運(yùn)100m,10,18.42,0,0,18.42
132,1-3-53,拖拉機(jī)運(yùn)土方1km內(nèi),10,83.7,0,0,83.7
133,1-3-54,拖拉機(jī)運(yùn)土方增運(yùn)1km,10,9.97,0,0,9.97
134,1-3-55,拖拉機(jī)運(yùn)石方1km內(nèi),10,172.17,0,0,172.17
135,1-3-56,拖拉機(jī)運(yùn)石方增運(yùn)1km,10,20.15,0,0,20.15
136,1-3-57,自卸汽車運(yùn)土方1km內(nèi),10,46.38,0.66,0.2,45.52
137,1-3-58,自卸汽車運(yùn)土方增運(yùn)1km,10,4.36,0,0,4.36
138,1-3-59,自卸汽車運(yùn)石方1km內(nèi),10,82.11,0.66,0.2,81.25
139,1-3-60,自卸汽車運(yùn)石方增運(yùn)1km,10,15.25,0,0,15.25
140,1-3-61,垂直運(yùn)輸機(jī)械運(yùn)土方,10,22.33,7.26,0,15.07
141,1-3-62,垂直運(yùn)輸機(jī)械運(yùn)石方,10,37.75,12.32,0,25.43
142,1-3-63,運(yùn)輸鉆孔樁泥漿1km內(nèi)(柱體積),10,702.69,141.46,0,561.23
143,1-3-64,運(yùn)輸鉆孔樁泥漿增運(yùn)1km(柱體積),10,39.92,0,0,39.92
144,1-4-1,人工場(chǎng)地平整,10,13.86,13.86,0,0
145,1-4-2,機(jī)械場(chǎng)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,基底釬探,十眼,25.08,25.08,0,0
148,1-4-5,人工原土夯實(shí),10,3.52,3.52,0,0
149,1-4-6,機(jī)械原土夯實(shí),10,3.33,1.98,0,1.35
150,1-4-7,原土機(jī)械碾壓,10,0.54,0.22,0,0.32
151,1-4-8,填土機(jī)械碾壓,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,機(jī)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,機(jī)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灰土墊層,10,483.08,184.14,288.36,10.58
161,2-1-2,砂墊層,10,547.63,102.52,443.09,2.02
162,2-1-3,人工級(jí)配砂石墊層,10,692.91,176.66,510.48,5.77
163,2-1-4,天然級(jí)配砂石墊層,10,622.54,147.4,469.37,5.77
164,2-1-5,干鋪碎石墊層,10,696.41,147.84,542.32,6.25
165,2-1-6,1:3砂漿灌碎石墊層,10,1049.79,179.3,840.73,29.76
166,2-1-7,干鋪碎磚墊層,10,1202.85,171.82,1024.78,6.25
167,2-1-8,1:3砂漿灌碎磚墊層,10,1514.17,242,1248.41,23.76
168,2-1-9,干鋪地瓜石墊層,10,772.3,174.68,590.98,6.64
169,2-1-10,1:3砂漿灌地瓜石墊層,10,1232.8,237.82,964.33,30.65
170,2-1-11,干鋪毛石墊層,10,825.03,188.1,629.96,6.97
171,2-1-12,1:3砂漿灌毛石墊層,10,1272.3,284.68,951.83,35.79
172,2-1-13,C154現(xiàn)澆無(wú)筋砼墊層,10,1439.83,224.62,1205.25,9.96
173,2-1-14,C154現(xiàn)澆毛石砼墊層,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,人工填砂石機(jī)械振動(dòng),10,553.47,81.84,470.22,1.41
176,2-2-3,人工填砂石機(jī)械碾壓,10,604.84,97.24,495.87,11.73
177,2-2-4,推土機(jī)填砂碾壓,10,515.04,1.54,495.87,17.63
178,2-2-5,推土機(jī)擠淤碾壓,10,529.72,2.64,494.94,32.14
179,2-2-6,填鋪石屑,10,351,97.24,249.91,3.85
180,2-2-7,填鋪碎石,10,693.99,145.42,542.32,6.25
181,2-2-8,拋石擠淤,10,510.97,132.22,377.6,1.15
182,2-2-9,填筑C154現(xiàn)澆毛石砼,10,1357.56,199.76,1147.84,9.96
183,2-3-1,打砼方樁12m內(nèi),10,871.6,174.68,49.75,647.17
184,2-3-2,打砼方樁18m內(nèi),10,1550.25,117.48,49.75,1383.02
185,2-3-3,打砼方樁30m內(nèi),10,1032.7,70.18,49.75,912.77
186,2-3-4,打砼方樁>30m,10,891.45,60.06,49.75,781.64
187,2-3-5,壓砼方樁12m內(nèi),10,1672.95,157.96,163.87,1351.12
188,2-3-6,壓砼方樁18m內(nèi),10,1827.1,166.54,163.87,1496.69
189,2-3-7,壓砼方樁30m內(nèi),10,2251.94,137.94,163.87,1950.13
190,2-3-8,壓砼方樁>30m,10,1997.87,116.38,163.87,1717.62
191,2-3-9,打砼管樁16m內(nèi),10,11768.17,223.3,10093.11,1451.76
192,2-3-10,打砼管樁24m內(nèi),10,11524.1,190.52,10093.11,1240.47
193,2-3-11,打砼管樁32m內(nèi),10,11435.48,179.52,10093.11,1162.85
194,2-3-12,打砼管樁>32m,10,11421.78,177.32,10093.11,1151.35
195,2-3-13,打砼板樁1內(nèi),10,1964.96,266.64,35.53,1662.79
196,2-3-14,打砼板樁1.5內(nèi),10,1635.41,220.88,35.53,1379
197,2-3-15,打砼板樁2.5內(nèi),10,1421.12,169.62,35.53,1215.97
198,2-3-16,打砼板樁>2.5,10,1252.43,148.94,35.53,1067.96
199,2-3-17,打孔灌砼樁10m內(nèi),10,3525.39,712.14,1783.74,1029.51
200,2-3-18,打孔灌砼樁15m內(nèi),10,2873.44,430.76,1783.74,658.94
201,2-3-19,打孔灌砼樁>15m,10,2723.85,365.42,1783.74,574.69
202,2-3-20,夯擴(kuò)成孔灌注砼樁身,10,3906.69,842.82,1779.32,1284.55
203,2-3-21,夯擴(kuò)成孔灌注樁夯擴(kuò)砼,10,4084.31,935.44,1722.76,1426.11
204,2-3-22,螺旋鉆機(jī)鉆孔12m內(nèi),10,300.58,219.56,0,81.02
205,2-3-23,螺旋鉆孔灌注砼樁12m內(nèi),10,1954.15,98.12,1838.61,17.42
206,2-3-24,螺旋鉆機(jī)鉆孔>12m,10,259.05,187.66,0,71.39
207,2-3-25,螺旋鉆孔灌注砼樁>12m,10,1920.18,66.22,1838.61,15.35
208,2-3-26,回旋鉆機(jī)鉆孔φ60cm內(nèi),10,2933.74,467.06,35.41,2431.27
209,2-3-27,回旋鉆機(jī)鉆孔φ80cm內(nèi),10,2531.89,416.02,33.88,2081.99
210,2-3-28,回旋鉆機(jī)鉆孔φ100cm內(nèi),10,2230.84,378.4,31.11,1821.33
211,2-3-29,回旋鉆機(jī)鉆孔φ120cm內(nèi),10,1934.36,282.26,25.21,1626.89
212,2-3-30,回旋鉆機(jī)鉆孔φ>120cm,10,1703.67,255.2,19.14,1429.33
213,2-3-31,回旋鉆機(jī)鉆孔入巖φ60cm內(nèi),10,12768.37,2024,27.89,10716.48
214,2-3-32,回旋鉆機(jī)鉆孔入巖φ80cm內(nèi),10,8878.72,1394.36,27.89,7456.47
215,2-3-33,回旋鉆機(jī)鉆孔入巖φ100cm內(nèi),10,7557.19,1191.3,27.89,6338
216,2-3-34,回旋鉆機(jī)鉆孔入巖φ120cm內(nèi),10,5873.8,924.88,27.89,4921.03
217,2-3-35,回旋鉆機(jī)鉆孔入巖φ>120cm,10,4263.37,691.02,27.89,3544.46
218,2-3-36,回旋鉆孔灌注砼樁,10,2366.53,80.3,2286.23,0
219,2-3-37,人工挖孔灌注砼樁壁,10,2120.91,360.58,1669.84,90.49
220,2-3-38,人工挖孔砌黏土磚樁壁120,10,1797.85,512.82,1271.37,13.66
221,2-3-39,人工挖孔砌黏土磚樁壁240,10,1797.37,512.82,1268.59,15.96
222,2-3-40,人工挖孔灌注砼樁芯,10,1876.92,274.34,1401.1,201.48
223,2-3-41,人工挖孔灌注毛石砼樁芯,10,1702.98,191.62,1309.88,201.48
224,2-3-42,打灰土擠密樁6m內(nèi),10,1298.25,306.46,454.26,537.53
225,2-3-43,打灰土擠密樁>6m,10,1049.4,194.7,454.26,400.44
226,2-3-44,打砂樁10m內(nèi),10,1692.92,380.6,599.99,712.33
227,2-3-45,打砂樁15m內(nèi),10,1495.78,266.64,599.99,629.15
228,2-3-46,打砂樁>15m,10,1409.87,213.84,599.99,596.04
229,2-3-47,打碎石樁10m內(nèi),10,1614.16,404.14,497.69,712.33
230,2-3-48,打碎石樁15m內(nèi),10,1410.42,283.58,497.69,629.15
231,2-3-49,打碎石樁>15m,10,1320.99,227.26,497.69,596.04
232,2-3-50,振沖打碎石樁,10,1160.71,158.4,478.11,524.2
233,2-3-51,鉆孔壓漿碎石樁,10,2877.31,363.66,1948.17,565.48
234,2-3-52,打砂石樁10m內(nèi),10,1808.47,404.14,692,712.33
235,2-3-53,打砂石樁15m內(nèi),10,1604.73,283.58,692,629.15
236,2-3-54,打砂石樁>15m,10,1515.3,227.26,692,596.04
237,2-3-55,深層攪拌粉噴水泥樁(水泥10%),10,1062.29,110.88,579.49,371.92
238,2-3-56,深層攪拌漿噴水泥樁(水泥10%),10,1037.73,124.74,584.3,328.69
239,2-3-57,水泥樁水泥摻量每增1%,10,50.05,0,50.05,0
240,2-3-58,高壓旋噴水泥樁成孔,10m,213.19,35.2,0,177.99
241,2-3-59,雙重管旋噴機(jī)高壓旋噴水泥樁,10,1472.66,228.14,550,694.52
242,2-3-60,三重管旋噴機(jī)高壓旋噴水泥樁,10,2078.1,253.44,847.76,976.9
243,2-3-61,預(yù)制鋼筋砼樁接樁包角鋼,十根,3291.39,403.7,231.42,2656.27
244,2-3-62,預(yù)制鋼筋砼樁接樁包鋼板,十根,5083.27,421.52,1871.61,2790.14
245,2-3-63,預(yù)制鋼筋砼樁接樁注硫磺膠泥,10,16832.22,2120.8,4649.69,10061.73
246,2-3-64,預(yù)制鋼筋砼樁截方樁,十根,1165.03,102.96,950.2,111.87
247,2-3-65,預(yù)制鋼筋砼樁截管樁,十根,391.48,83.6,0,307.88
248,2-3-66,預(yù)制鋼筋砼方樁鑿樁頭,10,1205.07,781.88,0,423.19
249,2-3-67,灌注砼樁鑿樁頭,10,480.14,311.3,0,168.84
250,2-3-68,樁頭鋼筋整理,十根,18.92,18.92,0,0
251,2-4-1,強(qiáng)夯<100t-m25夯點(diǎn)4擊,hm,766.44,119.24,0,647.2
252,2-4-2,強(qiáng)夯<100t-m25夯點(diǎn)增減1擊,hm,142.11,24.2,0,117.91
253,2-4-3,強(qiáng)夯<100t-m23夯點(diǎn)4擊,hm,705.35,109.78,0,595.57
254,2-4-4,強(qiáng)夯<100t-m23夯點(diǎn)增減1擊,hm,128.62,20.02,0,108.6
255,2-4-5,強(qiáng)夯<100t-m17夯點(diǎn)4擊,hm,521.68,81.4,0,440.28
256,2-4-6,強(qiáng)夯<100t-m17夯點(diǎn)增減1擊,hm,94.85,14.74,0,80.11
257,2-4-7,強(qiáng)夯<100t-m13夯點(diǎn)4擊,hm,398.65,62.04,0,336.61
258,2-4-8,強(qiáng)夯<100t-m13夯點(diǎn)增減1擊,hm,72.16,11.22,0,60.94
259,2-4-9,強(qiáng)夯<100t-m10夯點(diǎn)4擊,hm,306.7,47.74,0,258.96
260,2-4-10,強(qiáng)夯<100t-m10夯點(diǎn)增減1擊,hm,55.28,8.58,0,46.7
261,2-4-11,強(qiáng)夯<100t-m低錘滿拍,hm,725.31,107.14,0,618.17
262,2-4-12,強(qiáng)夯<200t-m25夯點(diǎn)4擊,hm,1529.41,159.28,0,1370.13
263,2-4-13,強(qiáng)夯<200t-m25夯點(diǎn)增減1擊,hm,279.34,29.04,0,250.3
264,2-4-14,強(qiáng)夯<200t-m23夯點(diǎn)4擊,hm,1406.71,146.52,0,1260.19
265,2-4-15,強(qiáng)夯<200t-m23夯點(diǎn)增減1擊,hm,257.47,26.84,0,230.63
266,2-4-16,強(qiáng)夯<200t-m17夯點(diǎn)4擊,hm,1039.67,108.24,0,931.43
267,2-4-17,強(qiáng)夯<200t-m17夯點(diǎn)增減1擊,hm,190.6,19.8,0,170.8
268,2-4-18,強(qiáng)夯<200t-m13夯點(diǎn)4擊,hm,795.32,82.72,0,712.6
269,2-4-19,強(qiáng)夯<200t-m13夯點(diǎn)增減1擊,hm,145.41,15.4,0,130.01
270,2-4-20,強(qiáng)夯<200t-m10夯點(diǎn)4擊,hm,611.8,63.58,0,548.22
271,2-4-21,強(qiáng)夯<200t-m10夯點(diǎn)增減1擊,hm,112.28,11.66,0,100.62
272,2-4-22,強(qiáng)夯<200t-m低錘滿拍,hm,1366.66,134.42,0,1232.24
273,2-4-23,強(qiáng)夯<300t-m25夯點(diǎn)4擊,hm,1919.58,188.32,0,1731.26
274,2-4-24,強(qiáng)夯<300t-m25夯點(diǎn)增減1擊,hm,370.53,36.08,0,334.45
275,2-4-25,強(qiáng)夯<300t-m23夯點(diǎn)4擊,hm,1766.55,173.14,0,1593.41
276,2-4-26,強(qiáng)夯<300t-m23夯點(diǎn)增減1擊,hm,337.98,33.22,0,304.76
277,2-4-27,強(qiáng)夯<300t-m17夯點(diǎn)4擊,hm,1305.31,128.04,0,1177.27
278,2-4-28,強(qiáng)夯<300t-m17夯點(diǎn)增減1擊,hm,249.53,24.42,0,225.11
279,2-4-29,強(qiáng)夯<300t-m13夯點(diǎn)4擊,hm,998.52,97.68,0,900.84
280,2-4-30,強(qiáng)夯<300t-m13夯點(diǎn)增減1擊,hm,191.35,18.7,0,172.65
281,2-4-31,強(qiáng)夯<300t-m10夯點(diǎn)4擊,hm,767.81,75.24,0,692.57
282,2-4-32,強(qiáng)夯<300t-m10夯點(diǎn)增減1擊,hm,147.76,14.52,0,133.24
283,2-4-33,強(qiáng)夯<300t-m低錘滿拍,hm,2281.85,128.7,0,2153.15
284,2-4-34,強(qiáng)夯<400t-m25夯點(diǎn)4擊,hm,4186.07,358.82,0,3827.25
285,2-4-35,強(qiáng)夯<400t-m25夯點(diǎn)增減1擊,hm,896.02,76.78,0,819.24
286,2-4-36,強(qiáng)夯<400t-m23夯點(diǎn)4擊,hm,3850.56,330,0,3520.56
287,2-4-37,強(qiáng)夯<400t-m23夯點(diǎn)增減1擊,hm,824.18,70.62,0,753.56
288,2-4-38,強(qiáng)夯<400t-m17夯點(diǎn)4擊,hm,2694.02,231,0,2463.02
289,2-4-39,強(qiáng)夯<400t-m17夯點(diǎn)增減1擊,hm,608.66,52.14,0,556.52
290,2-4-40,強(qiáng)夯<400t-m13夯點(diǎn)4擊,hm,2176.52,186.56,0,1989.96
291,2-4-41,強(qiáng)夯<400t-m13夯點(diǎn)增減1擊,hm,465.61,40.04,0,425.57
292,2-4-42,強(qiáng)夯<400t-m10夯點(diǎn)4擊,hm,1674.26,143.66,0,1530.6
293,2-4-43,強(qiáng)夯<400t-m10夯點(diǎn)增減1擊,hm,359.2,30.8,0,328.4
294,2-4-44,強(qiáng)夯<400t-m低錘滿拍,hm,2715.64,219.78,0,2495.86
295,2-4-45,強(qiáng)夯<500t-m25夯點(diǎn)4擊,hm,5424.07,405.46,0,5018.61
296,2-4-46,強(qiáng)夯<500t-m25夯點(diǎn)增減1擊,hm,1161.12,86.68,0,1074.44
297,2-4-47,強(qiáng)夯<500t-m23夯點(diǎn)4擊,hm,4988.39,372.9,0,4615.49
298,2-4-48,強(qiáng)夯<500t-m23夯點(diǎn)增減1擊,hm,1068.09,79.86,0,988.23
299,2-4-49,強(qiáng)夯<500t-m17夯點(diǎn)4擊,hm,3488.63,261.14,0,3227.49
300,2-4-50,強(qiáng)夯<500t-m17夯點(diǎn)增減1擊,hm,788.99,58.96,0,730.03
301,2-4-51,強(qiáng)夯<500t-m13夯點(diǎn)4擊,hm,2819.8,210.76,0,2609.04
302,2-4-52,強(qiáng)夯<500t-m13夯點(diǎn)增減1擊,hm,603.36,45.32,0,558.04
303,2-4-53,強(qiáng)夯<500t-m10夯點(diǎn)4擊,hm,2168.8,162.36,0,2006.44
304,2-4-54,強(qiáng)夯<500t-m10夯點(diǎn)增減1擊,hm,465.37,34.76,0,430.61
305,2-4-55,強(qiáng)夯<500t-m低錘滿拍,hm,3043.15,263.78,0,2779.37
306,2-4-56,強(qiáng)夯<600t-m25夯點(diǎn)4擊,hm,5977.86,458.26,0,5519.6
307,2-4-57,強(qiáng)夯<600t-m25夯點(diǎn)增減1擊,hm,1268.97,86.68,0,1182.29
308,2-4-58,強(qiáng)夯<600t-m23夯點(diǎn)4擊,hm,5450.23,372.9,0,5077.33
309,2-4-59,強(qiáng)夯<600t-m23夯點(diǎn)增減1擊,hm,1068.09,79.86,0,988.23
310,2-4-60,強(qiáng)夯<600t-m17夯點(diǎn)4擊,hm,3490.69,261.14,0,3229.55
311,2-4-61,強(qiáng)夯<600t-m17夯點(diǎn)增減1擊,hm,788.99,58.96,0,730.03
312,2-4-62,強(qiáng)夯<600t-m13夯點(diǎn)4擊,hm,2819.8,210.76,0,2609.04
313,2-4-63,強(qiáng)夯<600t-m13夯點(diǎn)增減1擊,hm,603.36,45.32,0,558.04
314,2-4-64,強(qiáng)夯<600t-m10夯點(diǎn)4擊,hm,2168.8,162.36,0,2006.44
315,2-4-65,強(qiáng)夯<600t-m10夯點(diǎn)增減1擊,hm,465.37,34.76,0,430.61
316,2-4-66,強(qiáng)夯<600t-m低錘滿拍,hm,3321.8,287.98,0,3033.82
317,2-5-1,木撐木擋土疏板防護(hù),10,89.34,36.52,52.82,0
318,2-5-2,鋼撐木擋土疏板防護(hù),10,73.18,27.94,45.24,0
319,2-5-3,木撐木擋土密板防護(hù),10,111.02,47.08,63.94,0
320,2-5-4,鋼撐木擋土密板防護(hù),10,91.08,35.86,55.22,0
321,2-5-5,木撐鋼擋土疏板防護(hù),10,95.24,36.96,58.28,0
322,2-5-6,鋼撐鋼擋土疏板防護(hù),10,77.24,28.16,49.08,0
323,2-5-7,木撐鋼擋土密板防護(hù),10,113.5,47.08,66.42,0
324,2-5-8,鋼撐鋼擋土密板防護(hù),10,93.42,36.3,57.12,0
325,2-5-9,袋土圍堰,10,810.65,381.92,392.26,36.47
326,2-5-10,打鋼工具樁6m內(nèi),t,497.64,72.82,25.66,399.16
327,2-5-11,打鋼工具樁10m內(nèi),t,347.64,50.16,25.66,271.82
328,2-5-12,打鋼工具樁15m內(nèi),t,256.99,35.42,25.66,195.91
329,2-5-13,打鋼工具樁>15m,t,205.65,28.16,25.66,151.83
330,2-5-14,拔鋼工具樁6m內(nèi),t,234.5,53.68,3.72,177.1
331,2-5-15,拔鋼工具樁10m內(nèi),t,164.2,36.96,3.72,123.52
332,2-5-16,拔鋼工具樁15m內(nèi),t,133.79,30.36,3.72,99.71
333,2-5-17,拔鋼工具樁>15m,t,129.94,29.48,3.72,96.74
334,2-5-18,安拆導(dǎo)向夾具,10m,57.03,9.24,23.74,24.05
335,2-5-19,土層砂漿土釘(鉆孔灌漿),10m,105.52,49.5,32.65,23.37
336,2-5-20,巖石砂漿土釘(鉆孔灌漿),10m,197.67,52.58,15.81,129.28
337,2-5-21,錨桿機(jī)鉆孔灌漿,10m,1134.47,132,591.96,410.51
338,2-5-22,錨桿機(jī)入巖增加,10m,1705.5,528,456,721.5
339,2-5-23,土層噴射砼護(hù)坡初噴50,10,155.45,32.56,95.89,27
340,2-5-24,巖層噴射砼護(hù)坡初噴50,10,188.07,55.66,103.25,29.16
341,2-5-25,噴射砼護(hù)坡每增減10mm,10,30.33,5.94,19.17,5.22
342,2-6-1,抽水機(jī)基底排水降水深1m內(nèi),10,400.26,4.4,21.07,374.79
343,2-6-2,抽水機(jī)基底排水降水深2m內(nèi),10,685.42,6.6,39.47,639.35
344,2-6-3,抽水機(jī)基底排水降水深3m內(nèi),10,862.66,11,64.88,786.78
345,2-6-4,磚砌集水井排水h2-4m內(nèi),座,979.86,497.2,408.89,73.77
346,2-6-5,鋼筋籠集水井排水h2-4m內(nèi),座,694.43,388.96,255.8,49.67
347,2-6-6,砼無(wú)砂管φ55cm集水深井,10m,3050.46,418.88,1250.96,1380.62
348,2-6-7,鋼筋籠集水深井,10m,1677.8,453.64,288.81,935.35
349,2-6-8,鋼管集水深井,10m,1434.22,355.3,111.18,967.74
350,2-6-9,潛水泵抽水機(jī)集水井排水,臺(tái)日,191.96,0.88,0,191.08
351,2-6-10,單機(jī)清水泵抽水機(jī)集水井排水,臺(tái)日,321.44,0.88,0,320.56
352,2-6-11,泥漿泵抽水機(jī)集水井排水,臺(tái)日,755.7,0.88,0,754.82
353,2-6-12,輕型井點(diǎn)7m降水井管安拆,十根,1045.54,344.52,167.48,533.54
354,2-6-13,輕型井點(diǎn)7m降水設(shè)備使用,套天,668.65,66,58.99,543.66
355,2-6-14,噴射井點(diǎn)10m降水井管安拆,十根,3791.59,1012,566.81,2212.78
356,2-6-15,噴射井點(diǎn)10m降水設(shè)備使用,套天,1823.99,132,56.39,1635.6
357,2-6-16,噴射井點(diǎn)15m降水井管安拆,十根,6208.23,1661.66,833.77,3712.8
358,2-6-17,噴射井點(diǎn)15m降水設(shè)備使用,套天,1917.83,132,150.23,1635.6
359,2-6-18,噴射井點(diǎn)20m降水井管安拆,十根,8214.06,2144.34,1087.66,4982.06
360,2-6-19,噴射井點(diǎn)20m降水設(shè)備使用,套天,1972.84,132,205.24,1635.6
361,2-6-20,噴射井點(diǎn)30m降水井管安拆,十根,10566.63,2782.78,1619.98,6163.87
362,2-6-21,噴射井點(diǎn)30m降水設(shè)備使用,套天,2198.8,132,431.2,1635.6
363,2-6-22,大口徑φ600井點(diǎn)15m降水井管安拆,十根,23641.56,4722.3,2609.06,16310.2
364,2-6-23,大口徑φ600井點(diǎn)15m降水設(shè)備使用,套天,1819.44,132,51.84,1635.6
365,2-6-24,水平井點(diǎn)25m降水井管安拆,十根,44827.14,9511.7,2806,32509.44
366,2-6-25,水平井點(diǎn)25m降水設(shè)備使用,套天,923.53,132,33.25,758.28
367,2-6-26,電滲井點(diǎn)陽(yáng)極降水制安及拆除,十根,6679.95,521.84,5140.9,1017.21
368,2-6-27,電滲井點(diǎn)陽(yáng)極降水設(shè)備使用,套天,1083.14,132,306.62,644.52
369,2-6-28,射流泵井點(diǎn)降水制安及拆除,眼組,58.25,24.42,19.18,14.65
370,2-6-29,射流泵井點(diǎn)降水井點(diǎn)抽水,組天,303.69,89.1,0,214.59
371,3-1-1,M5.0砂漿磚基礎(chǔ),10,1389.81,267.96,1107.09,14.76
372,3-1-2,M5.0混漿矩形磚柱周長(zhǎng)1.2m內(nèi),10,1748.15,584.32,1151.57,12.26
373,3-1-3,M5.0混漿矩形磚柱周長(zhǎng)1.8m內(nèi),10,1705.58,545.38,1146.54,13.66
374,3-1-4,M5.0混漿矩形磚柱周長(zhǎng)>1.8m,10,1600.53,441.54,1144.73,14.26
375,3-1-5,M5.0混漿異形磚柱,10,2040.96,551.54,1472.86,16.56
376,3-1-6,M2.5混漿單面清水磚墻115,10,1600.41,457.6,1130.6,12.21
377,3-1-7,M2.5混漿單面清水磚墻180,10,1590.95,451.88,1125.71,13.36
378,3-1-8,M2.5混漿單面清水磚墻240,10,1514.52,397.1,1103.36,14.06
379,3-1-9,M2.5混漿單面清水磚墻360,10,1513.35,375.1,1123.34,14.91
380,3-1-10,M2.5混漿單面清水磚墻≥490,10,1497.14,360.58,1121.25,15.31
381,3-1-11,M2.5混漿混水磚墻53,10,1737.93,584.32,1146.26,7.35
382,3-1-12,M2.5混漿混水磚墻115,10,1581.93,439.12,1130.6,12.21
383,3-1-13,M2.5混漿混水磚墻180,10,1551.92,413.38,1125.23,13.31
384,3-1-14,M2.5混漿混水磚墻240,10,1455.78,338.36,1103.36,14.06
385,3-1-15,M2.5混漿混水磚墻365,10,1467.25,328.9,1123.34,15.01
386,3-1-16,M2.5混漿混水磚墻490,10,1461.77,325.38,1121.08,15.31
387,3-1-17,弧形磚墻另加工料,10,50.24,33,17.24,0
388,3-1-18,M5.0混漿貼砌磚墻53,10,107.8,35.42,71.33,1.05
389,3-1-19,M5.0混漿貼砌磚墻115,10,196.42,52.8,141.57,2.05
390,3-1-20,M5.0混漿貼砌磚墻240,10,374.97,88,282.92,4.05
391,3-1-21,M5.0混漿空花磚墻115,10,137.61,45.32,91.44,0.85
392,3-1-22,M5.0混漿空花磚墻240,10,287.44,94.82,190.82,1.8
393,3-1-23,M5.0混漿磚平璇,10,2160.18,596.2,1549.67,14.31
394,3-1-24,M5.0混漿磚拱璇,10,2520.29,849.2,1655.43,15.66
395,3-1-25,M5.0混漿磚過(guò)梁,10,1891.14,462.44,1411.44,17.26
396,3-1-26,M5.0混漿半磚欄板,10,190.31,56.32,132.59,1.4
397,3-1-27,M5.0砂漿磚臺(tái)階,10,1462.98,302.5,1145.72,14.76
398,3-1-28,M5.0混漿磚地溝,10,1457.01,307.12,1135.63,14.26
399,3-1-29,M5.0混漿零星磚砌體,10,1594.93,506,1075.72,13.21
400,3-2-1,M5.0砂漿亂毛石基礎(chǔ),10,1092.26,259.82,807.88,24.56
401,3-2-2,M5.0混漿亂毛石墻,10,1317.68,418.44,874.68,24.56
402,3-2-3,M5.0混漿亂毛石擋土墻,10,1188.32,289.08,874.68,24.56
403,3-2-4,M5.0混漿亂毛石護(hù)坡,10,1272.94,311.52,934.45,26.97
404,3-2-5,干砌亂毛石護(hù)坡,10,931.7,202.4,729.3,0
405,3-2-6,M5.0混漿整毛石墻毛石背里450,10,638.21,213.62,413.53,11.06
406,3-2-7,M5.0混漿整毛石墻毛石背里±10,10,13.15,4.18,8.72,0.25
407,3-2-8,M5.0混漿整毛石墻磚背里450,10,672.12,197.12,466.69,8.31
408,3-2-9,M5.0混漿整毛石墻磚背里±10,10,14.85,3.52,11.18,0.15
409,3-2-10,整砌毛石表面處理,10,158.02,109.12,48.9,0
410,3-2-11,石表面倒扁光(斜面10cm內(nèi)),10m,38.94,38.94,0,0
411,3-2-12,M5.0混漿方整石柱,10,3807.51,664.18,3134.77,8.56
412,3-2-13,M5.0混漿方整石墻,10,3492.27,350.68,3132.78,8.81
413,3-2-14,M5.0混漿方整石墻毛石背里450,10,1149.71,190.74,951.37,7.6
414,3-2-15,M5.0混漿方整石墻毛石背里±10,10,13.18,4.18,8.75,0.25
415,3-2-16,M5.0混漿方整石墻磚背里450,10,1205.68,173.8,1024.88,7
416,3-2-17,M5.0混漿方整石墻磚背里±10,10,14.85,3.52,11.18,0.15
417,3-2-18,M10混漿方整石平璇,10,4341.28,638.22,3694.05,9.01
418,3-2-19,M10混漿方整石拱璇,10,4459.5,771.54,3678.7,9.26
419,3-2-20,M5.0混漿零星方整石砌體,10,4242.69,913.66,3317.97,11.06
420,3-3-1,M5.0混漿燒結(jié)粉煤灰輕質(zhì)磚墻115,10,1708.61,443.08,1253.32,12.21
421,3-3-2,M5.0混漿燒結(jié)粉煤灰輕質(zhì)磚墻180,10,1692.05,432.08,1246.66,13.31
422,3-3-3,M5.0混漿燒結(jié)粉煤灰輕質(zhì)磚墻240,10,1589.65,353.76,1221.83,14.06
423,3-3-4,M5.0混漿燒結(jié)粉煤灰輕質(zhì)磚墻365,10,1602.42,343.86,1243.55,15.01
424,3-3-5,M5.0混漿黏土多孔磚墻115,10,1897.89,310.2,1578.28,9.41
425,3-3-6,M5.0混漿黏土多孔磚墻180,10,1832.98,279.62,1541.5,11.86
426,3-3-7,M5.0混漿黏土多孔磚墻240,10,1843.33,261.14,1570.38,11.81
427,3-3-8,M5.0混漿黏土多孔磚墻365,10,1893.5,235.4,1645.49,12.61
428,3-3-9,M5.0混漿煤矸石多孔磚墻90,10,2042.37,325.6,1706.81,9.96
429,3-3-10,M5.0混漿煤矸石多孔磚墻190,10,1991.65,275,1706.69,9.96
430,3-3-11,M5.0混漿煤矸石多孔磚墻240,10,1963.82,270.16,1681.25,12.41
431,3-3-12,M5.0混漿煤矸石多孔磚墻290,10,1943.52,245.96,1685.55,12.01
432,3-3-13,M5.0混漿承重型黏土空心磚墻115,10,2086.74,325.6,1752.83,8.31
433,3-3-14,M5.0混漿承重型黏土空心磚墻180,10,2053.19,293.7,1751.13,8.36
434,3-3-15,M5.0混漿承重型黏土空心磚墻240,10,2011.77,274.12,1726.64,11.01
435,3-3-16,M5.0混漿承重型黏土空心磚墻365,10,1977.09,247.5,1717.83,11.76
436,3-3-17,M5.0混漿非承重黏土空心磚墻115,10,1921.93,338.58,1574.44,8.91
437,3-3-18,M5.0混漿非承重黏土空心磚墻240,10,1865.44,281.82,1574.41,9.21
438,3-3-19,M5.0混漿零星空心磚砌體,10,2063.89,431.64,1619.14,13.11
439,3-3-20,M5.0混漿煤矸石空心磚墻115,10,2004.69,341.88,1653.3,9.51
440,3-3-21,M5.0混漿煤矸石空心磚墻180,10,1985.63,313.28,1662.24,10.11
441,3-3-22,M5.0混漿煤矸石空心磚墻240,10,1927.94,284.46,1631.82,11.66
442,3-3-23,M5.0混漿煤矸石空心磚墻365,10,1897.4,260.26,1624.68,12.46
443,3-3-24,M5.0混漿加氣砼砌塊墻120,10,1882.42,247.06,1631.26,4.1
444,3-3-25,M5.0混漿加氣砼砌塊墻180,10,1787.12,227.48,1555.54,4.1
445,3-3-26,M5.0混漿加氣砼砌塊墻240,10,1835.7,198.66,1632.94,4.1
446,3-3-27,M5.0混漿泡沫砼砌塊墻90,10,1805.96,245.08,1551.62,9.26
447,3-3-28,M5.0混漿泡沫砼砌塊墻190,10,1824.1,223.08,1596.32,4.7
448,3-3-29,M5.0混漿泡沫砼砌塊墻290,10,1785.34,198.22,1580.92,6.2
449,3-3-30,M5.0混漿泡沫砼砌塊墻390,10,1765.06,178.64,1580.22,6.2
450,3-3-31,M7.5混漿硅酸鈣砌塊墻120,10,1859.35,297.44,1556.96,4.95
451,3-3-32,M7.5混漿硅酸鈣砌塊墻180,10,1843.13,278.96,1559.22,4.95
452,3-3-33,M7.5混漿硅酸鈣砌塊墻240,10,1812.92,251.02,1556.95,4.95
453,3-3-34,M7.5混漿硅酸鈣砌塊墻365,10,1784.08,227.04,1551.29,5.75
454,3-3-35,石膏砌空心塊墻110,10,6926.61,194.7,6731.91,0
455,3-3-36,石膏砌空心塊墻180,10,6933.04,174.9,6758.14,0
456,3-3-37,石膏砌夾心塊墻80,10,6938.21,215.6,6722.61,0
457,3-3-38,石膏砌夾心塊墻100,10,6934.21,209.66,6724.55,0
458,3-3-39,M7.5混漿粉煤灰加氣砼砌塊墻200,10,1821.2,196.02,1619.28,5.9
459,3-3-40,M7.5混漿煤矸石砌塊墻280,10,1927.95,201.52,1720.03,6.4
460,3-3-41,M7.5混漿硅酸鹽砌塊墻240,10,2613.21,230.34,2377.82,5.05
461,3-3-42,M7.5混漿膨脹珍珠巖砌塊墻110,10,13003.22,218.68,12780.94,3.6
462,3-3-43,M7.5混漿砼空心砌塊墻90,10,2684.97,258.06,2420.51,6.4
463,3-3-44,M7.5混漿砼空心砌塊墻190,10,2689.42,226.6,2457.52,5.3
464,3-3-45,M7.5混漿砼空心砌塊墻290,10,2631.46,199.32,2425.14,7
465,3-3-46,M7.5混漿砼空心砌塊墻390,10,2612.87,183.48,2422.74,6.65
466,3-3-47,M7.5混漿輕骨料砼空心砌塊墻90,10,2007.11,245.74,1754.97,6.4
467,3-3-48,M7.5混漿輕骨料砼空心砌塊墻190,10,1995.7,215.82,1774.58,5.3
468,3-3-49,M7.5混漿輕骨料砼空心砌塊墻290,10,1956.47,189.86,1759.61,7
469,3-3-50,M7.5混漿輕骨料砼空心砌塊墻390,10,1938.12,174.9,1756.57,6.65
470,3-3-51,M5.0混漿砌空心砌塊煙風(fēng)道240,10,4527.27,750.2,3774.27,2.8
471,3-3-52,M5.0混漿砌變壓式排煙道半周800,10m,960.08,162.36,797.55,0.17
472,3-3-53,M5.0混漿砌變壓式排煙道半周1200,10m,1289.61,212.3,1077.07,0.24
473,3-3-54,M5.0混漿砌變壓式排煙道半周1500,10m,1594.67,253,1341.38,0.29
474,3-3-55,鋼筋砼漏空花格70內(nèi),10,1067.98,30.14,1037.58,0.26
475,3-3-56,鋼筋砼漏空花格100內(nèi),10,1334.31,43.34,1290.59,0.38
476,3-3-57,鋼筋砼漏空花格200內(nèi),10,2146.99,86.68,2059.55,0.76
477,3-3-58,預(yù)制水磨石隔斷板.窗臺(tái)板,10,689.92,34.76,655.16,0
478,3-4-1,GRC多孔板墻60,10,1949.27,30.36,1898.71,20.2
479,3-4-2,GRC多孔板墻80,10,2189.26,33.66,2135.27,20.33
480,3-4-3,GRC多孔板墻90,10,2309.86,36.08,2253.45,20.33
481,3-4-4,GRC多孔板墻100,10,2429.59,37.4,2371.73,20.46
482,3-4-5,GRC多孔板墻120,10,2669.76,40.92,2608.25,20.59
483,3-4-6,輕集料砼多孔條板墻75,10,1541.21,29.92,1491,20.29
484,3-4-7,輕集料砼多孔條板墻100,10,1647.28,32.56,1594.43,20.29
485,3-4-8,輕集料砼多孔條板墻120,10,1964.43,35.86,1908.28,20.29
486,3-4-9,輕陶粒砼實(shí)心條板墻60,10,760.71,33.66,704.02,23.03
487,3-4-10,輕陶粒砼實(shí)心條板墻80,10,872.3,36.96,812.31,23.03
488,3-4-11,石膏空心條板墻60,10,707.74,27.28,660.38,20.08
489,3-4-12,石膏空心條板墻80,10,893.47,29.26,844.01,20.2
490,3-4-13,雙石膏空心條板墻,10,1307.67,63.8,1236.1,7.77
491,3-4-14,雙石膏空心條板墻填50,10,1468.41,69.3,1391.13,7.98
492,3-4-15,雙石膏空心條板墻厚±10,10,29.34,0.22,29.12,0
493,3-4-16,硅鎂多孔板墻90,10,1201.42,32.56,1148.53,20.33
494,3-4-17,硅鎂多孔板墻100,10,1326.96,33.66,1272.97,20.33
495,3-4-18,木纖維增強(qiáng)水泥多孔板80,10,1483.32,30.58,1430.35,22.39
496,3-4-19,網(wǎng)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,網(wǎng)架水泥板巖棉夾心65(40),10,835.97,25.3,797.44,13.23
498,3-4-21,網(wǎng)架水泥板巖棉夾心75(50),10,876.99,28.6,835.16,13.23
499,3-4-22,網(wǎng)架水泥板巖棉夾心85(60),10,972.19,31.68,927.28,13.23
500,3-4-23,GRC復(fù)合外墻板120,10,1788.22,40.48,1720.33,27.41
501,3-4-24,GRC復(fù)合外墻板370,10,2151.95,53.9,2070.89,27.16
502,3-4-25,彩鋼壓型板墻,10,845.54,20.46,779.69,45.39
503,3-4-26,雙層彩鋼壓板墻聚氨酯板填60,10,1737.48,34.32,1631.38,71.78
504,3-4-27,雙層彩鋼壓板墻聚氨酯板填100,10,1931.65,34.98,1824.89,71.78
505,3-4-28,雙層彩鋼壓板墻聚氨酯板填±20,10,96.78,0.22,96.56,0
506,3-4-29,雙層彩鋼壓板墻巖棉板填80,10,1678.96,34.76,1572.42,71.78
507,3-4-30,雙層彩鋼壓板墻巖棉板填120,10,1795.06,35.2,1688.08,71.78
508,3-4-31,雙層彩鋼壓板墻聚苯乙烯板填75,10,1610.78,34.54,1504.46,71.78
509,3-4-32,雙層彩鋼壓板墻聚苯乙烯板填150,10,1775.23,35.64,1667.81,71.78
510,3-4-33,雙層彩鋼壓板墻聚苯乙烯板±25,10,54.78,0.44,54.34,0
511,4-1-1,現(xiàn)澆構(gòu)件圓鋼筋φ4,t,3322.84,426.36,2856.03,40.45
512,4-1-2,現(xiàn)澆構(gòu)件圓鋼筋φ6.5,t,3143.73,486.2,2630.81,26.72
513,4-1-3,現(xiàn)澆構(gòu)件圓鋼筋φ8,t,2902.89,315.04,2557.38,30.47
514,4-1-4,現(xiàn)澆構(gòu)件圓鋼筋φ10,t,2752.26,231,2493.65,27.61
515,4-1-5,現(xiàn)澆構(gòu)件圓鋼筋φ12,t,2815.88,203.72,2531.49,80.67
516,4-1-6,現(xiàn)澆構(gòu)件圓鋼筋φ14,t,2753.29,173.8,2504.79,74.7
517,4-1-7,現(xiàn)澆構(gòu)件圓鋼筋φ16,t,2707.1,153.56,2480.05,73.49
518,4-1-8,現(xiàn)澆構(gòu)件圓鋼筋φ18,t,2693.54,135.3,2491.59,66.65
519,4-1-9,現(xiàn)澆構(gòu)件圓鋼筋φ20,t,2657.18,121,2471,65.18
520,4-1-10,現(xiàn)澆構(gòu)件圓鋼筋φ22,t,2636.21,109.78,2467.28,59.15
521,4-1-11,現(xiàn)澆構(gòu)件圓鋼筋φ25,t,2608.62,97.46,2458.76,52.4
522,4-1-12,現(xiàn)澆構(gòu)件圓鋼筋φ28,t,2610.31,93.28,2457.93,59.1
523,4-1-13,現(xiàn)澆構(gòu)件螺紋鋼筋φ12,t,2840.19,203.72,2542.46,94.01
524,4-1-14,現(xiàn)澆構(gòu)件螺紋鋼筋φ14,t,2797.11,173.8,2536.99,86.32
525,4-1-15,現(xiàn)澆構(gòu)件螺紋鋼筋φ16,t,2751,153.56,2512.56,84.88
526,4-1-16,現(xiàn)澆構(gòu)件螺紋鋼筋φ18,t,2740.69,135.3,2528.42,76.97
527,4-1-17,現(xiàn)澆構(gòu)件螺紋鋼筋φ20,t,2694.37,121,2497.97,75.4
528,4-1-18,現(xiàn)澆構(gòu)件螺紋鋼筋φ22,t,2675.83,109.78,2496.21,69.84
529,4-1-19,現(xiàn)澆構(gòu)件螺紋鋼筋φ25,t,2667.51,97.46,2507.58,62.47
530,4-1-20,現(xiàn)澆構(gòu)件螺紋鋼筋φ28,t,2647.82,93.28,2485.85,68.69
531,4-1-21,現(xiàn)澆構(gòu)件螺紋鋼筋φ30,t,2644.39,96.8,2485.85,61.74
532,4-1-22,現(xiàn)澆構(gòu)件螺紋鋼筋φ32,t,2643.51,95.92,2485.85,61.74
533,4-1-23,預(yù)制構(gòu)件圓鋼筋φ5內(nèi)綁扎,t,3795.67,899.14,2855.47,41.06
534,4-1-24,預(yù)制構(gòu)件圓鋼筋φ5內(nèi)點(diǎn)焊,t,3899.25,707.08,2804.22,387.95
535,4-1-25,預(yù)制構(gòu)件
溫馨提示
- 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 2025年硫精砂合作協(xié)議書
- 2025年角質(zhì)溶解藥項(xiàng)目建議書
- 合作水鉆租賃合同范本
- 代發(fā)產(chǎn)品合同范例
- 廚房餐具購(gòu)銷合同范本
- 農(nóng)村電表更換合同范本
- 裝修民居返租合同范本
- 合伙生意轉(zhuǎn)讓合同范本
- 鐵棚施工合同范本
- 合作股票入股合同范本
- 學(xué)術(shù)論文寫作與規(guī)范課件
- 口腔診所藥品管理制度
- 中醫(yī)子午流注十二時(shí)辰養(yǎng)生法
- 養(yǎng)老院風(fēng)險(xiǎn)管控手冊(cè)
- 標(biāo)準(zhǔn)田字格帶拼音模板空白A4直接打印
- 小學(xué)語(yǔ)文 部編版 六年級(jí)下冊(cè) 第二單元 習(xí)作《寫作品梗概》
- 4.7 數(shù)學(xué)建模活動(dòng):生長(zhǎng)規(guī)律的描述教學(xué)設(shè)計(jì)
- 余杭區(qū)住宅房屋裝修備案申請(qǐng)表
- 住宅建筑工程施工重點(diǎn)與難點(diǎn)應(yīng)對(duì)措施方案
- 中醫(yī)婦科病證診斷療效標(biāo)準(zhǔn)
- 護(hù)士職業(yè)素養(yǎng)課件
評(píng)論
0/150
提交評(píng)論