,ID,BZBH,BH,MC,LB,SL,DW,XBH,Flag
0,1,000001,000001,人工费,系数,1.05,工日,,
1,2,000002,000001,人工费,系数,1.25,工日,,
2,3,000003,000001,人工费,系数,1.15,工日,,
3,4,000004,000001,人工费,调整,0.6,工日,,
4,5,000005,000001,人工费,调整,1.0,工日,,
5,6,000006,000001,人工费,系数,0.56,工日,,
6,7,000006,0330145,圆木,含量,1.05,m3,,
7,8,000007,0330145,圆木,系数,1.05,m3,,
8,9,000009,000001,人工费,系数,1.1,工日,,
9,10,000010,000001,人工费,系数,0.95,工日,,
10,11,000012,000001,人工费,系数,1.35,工日,,
11,12,000016,000001,人工费,系数,0.56,工日,,
12,13,000016,0330050,结构成材 枋板材,含量,1.05,m3,,
13,14,000019,0330050,结构成材 枋板材,系数,0.65,m3,,
14,15,000019,000001,人工费,系数,0.8,工日,,
15,16,000020,0330050,结构成材 枋板材,系数,2.3,m3,,
16,17,000020,000001,人工费,系数,1.44,工日,,
17,18,000021,0330050,结构成材 枋板材,系数,1.2,m3,,
18,19,000021,000001,人工费,系数,1.05,工日,,
19,20,000022,0330050,结构成材 枋板材,系数,1.3,m3,,
20,21,000022,000001,人工费,系数,1.08,工日,,
21,22,000023,0330050,结构成材 枋板材,系数,1.35,m3,,
22,23,000023,000001,人工费,系数,1.09,工日,,
23,24,000024,000000,全部定额,系数,1.0166,,,
24,25,000025,0330050,结构成材 枋板材,含量,0.349,m3,,
25,26,000026,0330050,结构成材 枋板材,含量,0.345,m3,,
26,27,000027,0330050,结构成材 枋板材,含量,0.317,m3,,
27,28,000028,0330050,结构成材 枋板材,含量,0.254,m3,,
28,29,000029,0330050,结构成材 枋板材,含量,0.3,m3,,
29,30,000030,0330050,结构成材 枋板材,含量,0.295,m3,,
30,31,000032,0330050,结构成材 枋板材,调整,0.009,m3,,
31,32,000033,0330050,结构成材 枋板材,调整,-0.006,m3,,
32,33,000034,000001,人工费,系数,2.11,工日,,
33,34,000034,100000,全部材料,系数,2.11,,,
34,35,000035,000001,人工费,系数,1.74,工日,,
35,36,000035,100000,全部材料,系数,2.0,,,
36,37,000036,0530471,山砂,含量,0.0,t,,
37,38,000036,000001,人工费,系数,1.3,工日,,
38,39,000037,0530720,中砂,含量,0.0,t,,
39,40,000037,000001,人工费,系数,1.3,工日,,
40,41,000038,000001,人工费,系数,1.5,工日,,
41,42,000039,0530470,砂(黄砂),含量,0.0,t,,
42,43,000039,62653,水泥砂浆1:3,调整,0.53,m3,,
43,44,000039,000001,人工费,调整,0.05,工日,,
44,45,000039,J1610,灰浆拌和机 200L,含量,0.212,台班,,
45,46,000040,0530471,山砂,含量,0.0,t,,
46,47,000040,000001,人工费,系数,1.3,工日,,
47,48,000041,000000,全部定额,系数,0.6,,,
48,49,000042,000000,全部定额,系数,1.05,,,
49,50,000043,100000,全部材料,系数,6.0,,,
50,51,000044,100000,全部材料,系数,3.0,,,
51,52,000045,0530471,山砂,含量,0.0,t,,
52,53,000045,000001,人工费,系数,1.3,工日,,
53,54,000046,000001,人工费,调整,-0.02,工日,,
54,55,000047,000001,人工费,调整,0.01,工日,,
55,56,000048,000001,人工费,系数,0.7,工日,,
56,57,000049,000001,人工费,系数,7.0,工日,,
57,58,000050,000001,人工费,系数,0.9,工日,,
58,59,000051,000001,人工费,系数,1.05,工日,,
59,60,000053,62632,水泥砂浆1:2,调整,0.55,m3,,
60,61,000053,000001,人工费,调整,0.69,工日,,
61,62,000053,63222,801胶素水泥浆,调整,0.004,m3,,
62,63,000053,J1610,灰浆拌和机 200L,调整,0.22,台班,,
63,64,000054,0630011,L铁角 150mm,含量,0.0,个,,
64,65,000054,0630012,L铁角 75mm,含量,0.0,个,,
65,66,000054,0630020,T铁角 150mm,含量,0.0,个,,
66,67,000054,0730041,木螺丝 16mm,含量,0.0,百只,,
67,68,000055,000001,人工费,系数,1.55,工日,,
68,69,000056,000001,人工费,系数,1.24,工日,,
69,70,000057,000001,人工费,系数,0.92,工日,,
70,71,000058,000001,人工费,调整,0.15,工日,,
71,72,000059,000001,人工费,系数,1.03,工日,,
72,73,000060,000001,人工费,系数,1.08,工日,,
73,74,000061,000001,人工费,系数,1.13,工日,,
74,75,000062,100000,全部材料,系数,1.15,,,
75,76,000062,000001,人工费,系数,0.9,工日,,
76,77,000062,J1137,光轮压路机(内燃) 8t,调整,0.022,台班,,
77,78,000062,J1198,夯实机(电动) 夯击能力20-62Nm,含量,0.0,台班,,
78,79,000063,000001,人工费,调整,0.25,工日,,
79,80,000063,60132,C15砼20mm32.5,调整,0.32,m3,,
80,81,000063,2330450,水,调整,0.3,m3,,
81,82,000063,J1610,灰浆拌和机 200L,调整,0.064,台班,,
82,83,000063,0530540,碎石 5-16mm,调整,-0.12,t,,
83,84,000063,0530543,碎石 5-40mm,调整,-0.04,t,,
84,85,000064,000001,人工费,系数,1.2,工日,,
85,86,000065,000001,人工费,系数,2.0,工日,,
86,87,000066,62632,水泥砂浆1:2,含量,0.0,m3,,
87,88,000066,62653,水泥砂浆1:3,含量,0.0,m3,,
88,89,000066,0430080,水泥 32.5级,调整,45.97,kg,,
89,90,000066,62662,干硬性水泥砂浆,调整,0.303,m3,,
90,91,000067,J1936,电锤 520W,调整,0.4,台班,,
91,92,000068,0330110,普通成材,调整,-0.0091,m3,,
92,93,000070,62632,水泥砂浆1:2,调整,0.068,m3,,
93,94,000070,000001,人工费,调整,1.75,工日,,
94,95,000070,J1610,灰浆拌和机 200L,调整,0.01,台班,,
95,96,000071,000001,人工费,调整,0.06,工日,,
96,97,000071,0330110,普通成材,调整,0.001,m3,,
97,98,000072,62643,水泥砂浆1:2.5,调整,0.041,m3,,
98,99,000072,62892,石灰砂浆1:3,调整,-0.041,m3,,
99,100,000073,000001,人工费,调整,-3.876,工日,,
100,101,000073,62643,水泥砂浆1:2.5,调整,-0.047,m3,,
101,102,000073,62653,水泥砂浆1:3,调整,-0.07,m3,,
102,103,000074,000001,人工费,调整,0.64,工日,,
103,104,000075,000001,人工费,系数,0.75,工日,,
104,105,000075,0330110,普通成材,含量,0.0,m3,,
105,106,000076,0230020,铜丝,系数,3.0,kg,,
106,107,000076,000001,人工费,系数,1.4,工日,,
107,108,000077,000001,人工费,系数,1.43,工日,,
108,109,000078,0530700,阴阳角瓷片 152×40mm,调整,0.18,百块,,
109,110,000079,0330110,普通成材,调整,-0.04,m3,,
110,111,000080,62852,混合砂浆1:0.3:3,调整,0.005,m3,,
111,112,000080,J1610,灰浆拌和机 200L,调整,0.002,台班,,
112,113,000081,62643,水泥砂浆1:2.5,调整,0.005,m3,,
113,114,000081,J1610,灰浆拌和机 200L,调整,0.002,台班,,
114,115,000082,000001,人工费,系数,1.5,工日,,
115,116,000083,000001,人工费,调整,0.348,工日,,
116,117,000083,0330110,普通成材,调整,0.071,m3,,
117,118,000084,000001,人工费,调整,0.444,工日,,
118,119,000084,0330110,普通成材,调整,0.045,m3,,
119,120,000085,000001,人工费,调整,0.444,工日,,
120,121,000085,0330110,普通成材,调整,0.049,m3,,
121,122,000086,000001,人工费,调整,0.264,工日,,
122,123,000086,0330110,普通成材,调整,0.038,m3,,
123,124,000087,000001,人工费,调整,0.264,工日,,
124,125,000087,0330110,普通成材,调整,0.042,m3,,
125,126,000088,000001,人工费,调整,0.19,工日,,
126,127,000089,000001,人工费,调整,0.13,工日,,
127,128,000090,000001,人工费,调整,0.21,工日,,
128,129,000091,000001,人工费,调整,0.15,工日,,
129,130,000092,000001,人工费,调整,0.19,工日,,
130,131,000093,000001,人工费,调整,0.14,工日,,
131,132,000094,000001,人工费,调整,0.21,工日,,
132,133,000095,000001,人工费,调整,0.15,工日,,
133,134,000096,000001,人工费,调整,0.19,工日,,
134,135,000097,000001,人工费,调整,0.094,工日,,
135,136,000097,0330110,普通成材,调整,0.027,m3,,
136,137,000098,000001,人工费,调整,0.11,工日,,
137,138,000099,000001,人工费,调整,0.21,工日,,
138,139,000100,000001,人工费,调整,0.15,工日,,
139,140,000102,000001,人工费,系数,1.3,工日,,
140,141,000102,0130180,组合钢模板,系数,1.3,kg,,
141,142,000102,0330040,复合木模板 18mm,系数,1.3,kg,,
142,143,000103,000001,人工费,系数,1.3,工日,,
143,144,000103,0130180,组合钢模板,系数,1.3,kg,,
144,145,000103,0330040,复合木模板 18mm,系数,1.3,kg,,
145,146,000104,000001,人工费,调整,0.55,工日,,
146,147,000105,000001,人工费,系数,1.15,工日,,
147,148,000105,0130090,钢支撑(钢管),系数,1.2,工日,,
148,149,000107,000001,人工费,系数,1.5,工日,,
149,150,000107,0330150,周转成材,系数,3.0,工日,,
150,151,000108,000001,人工费,系数,1.3,工日,,
151,152,000108,0130090,钢支撑(钢管),系数,1.5,工日,,
152,153,000109,62632,水泥砂浆1:2,含量,0.0,m3,,
153,154,000110,000001,人工费,调整,0.46,工日,,
154,155,000111,000001,人工费,调整,0.29,工日,,
155,156,000112,000001,人工费,系数,1.1,工日,,
156,157,000113,000001,人工费,系数,1.03,工日,,
157,158,000114,000001,人工费,系数,1.23,工日,,
158,159,000115,000001,人工费,系数,1.6,工日,,
159,160,000116,000001,人工费,调整,0.084,工日,,
160,161,000118,000000,全部定额,系数,0.7,,,
161,162,000120,000001,人工费,系数,0.56,工日,,
162,163,000120,0330050,结构成材 枋板材,含量,1.05,m3,,
163,164,000121,0530470,砂(黄砂),含量,0.0,t,,
164,165,000121,62653,水泥砂浆1:3,调整,0.53,m3,,
165,166,000121,000001,人工费,调整,0.05,工日,,
166,167,000121,J1610,灰浆拌和机 200L,含量,0.212,台班,,
167,168,000122,0530470,砂(黄砂),含量,0.0,t,,
168,169,000122,62653,水泥砂浆1:3,调整,0.53,m3,,
169,170,000122,000001,人工费,调整,0.05,工日,,
170,171,000122,J1610,灰浆拌和机 200L,含量,0.212,台班,,
171,172,000123,0530470,砂(黄砂),含量,0.0,t,,
172,173,000123,62653,水泥砂浆1:3,调整,0.53,m3,,
173,174,000123,000001,人工费,调整,0.05,工日,,
174,175,000123,J1610,灰浆拌和机 200L,含量,0.212,台班,,
175,176,000124,000001,人工费,调整,1.09,工日,,
176,177,000125,000001,人工费,调整,1.9,工日,,
177,178,000126,000001,人工费,调整,2.41,工日,,
178,179,000131,000001,人工费,系数,1.2,工日,,
179,180,000131,0330110,普通成材,调整,0.02,m3,,
180,181,000132,000001,人工费,调整,0.06,工日,,
181,182,000132,J1686,木工压刨床 单面600mm,调整,0.074,台班,,
182,183,000134,000000,全部定额,系数,1.8,,,
183,184,000135,000001,人工费,调整,0.61,工日,,
184,185,000136,000001,人工费,调整,0.65,工日,,
185,186,000137,000001,人工费,调整,0.66,工日,,
186,187,000133,000001,人工费,调整,0.35,工日,,
187,188,000133,2030050,1#琉璃钉帽 8cm,调整,47.0,个,,
188,189,000138,000001,人工费,调整,0.3,工日,,
189,190,000138,2030050,1#琉璃钉帽 8cm,调整,40.0,个,,
190,191,000139,000001,人工费,调整,0.16,工日,,
191,192,000140,000001,人工费,调整,0.18,工日,,
192,193,000141,000001,人工费,调整,0.3,工日,,
193,194,000142,000001,人工费,调整,0.2,工日,,
194,195,000143,0330050,结构成材 枋板材,调整,0.05,m3,,
195,196,000144,000001,人工费,系数,1.15,工日,,
196,197,000144,0530150,标准砖 240×115×53mm,系数,1.05,工日,,
197,198,000144,0530610,望砖 21×10.5×1.7cm,系数,1.05,工日,,
198,199,000145,000001,人工费,调整,0.85,工日,,
199,200,000146,000001,人工费,调整,0.91,工日,,
200,201,000147,000001,人工费,系数,0.5,工日,,
201,202,000147,0330110,普通成材,含量,1.05,m3,,
202,203,000168,000001,人工费,系数,0.5,工日,,
203,204,000168,0330145,圆木,含量,1.05,m3,,
204,205,000148,000001,人工费,系数,1.75,工日,,
205,206,000148,0630351,铁钉,系数,1.75,kg,,
206,207,000148,0330150,周转成材,系数,1.2,m3,,
207,208,000148,J1794,木工圆锯机 Φ500mm,系数,1.2,台班,,
208,209,000149,000001,人工费,系数,0.5,工日,,
209,210,000150,000001,人工费,系数,1.4,工日,,
210,211,000151,000001,人工费,调整,0.67,工日,,
211,212,000152,000001,人工费,系数,1.25,工日,,
212,213,000153,000001,人工费,系数,0.62,工日,,
213,214,000153,2359999,其它材料费(调整) ,系数,0.5,工日,,
214,215,000153,J9300,其它机械费 ,系数,0.5,工日,,
215,216,000154,000001,人工费,调整,1.72,工日,,
216,217,000156,000001,人工费,系数,1.3,工日,,
217,218,000156,J00000,全部机械,系数,1.3,台班,,
218,219,000157,000000,全部定额,系数,1.3,,,
219,220,000158,000000,全部定额,系数,0.9,,,
220,221,000159,000000,全部定额,系数,0.6,,,
221,222,000160,000000,全部定额,系数,1.5,,,
222,223,000161,000000,全部定额,系数,0.7,,,
223,224,000162,000000,全部定额,系数,0.7,,,
224,225,000163,000001,人工费,系数,1.6,工日,,
225,226,000164,000001,人工费,系数,1.1,工日,,
226,227,000165,000001,人工费,调整,0.18,工日,,
227,228,000165,1630421,乳胶漆(内墙),调整,1.2,kg,,
228,229,000166,0530470,砂(黄砂),含量,0.0,t,,
229,230,000166,62653,水泥砂浆1:3,调整,0.53,m3,,
230,231,000166,000001,人工费,调整,0.05,工日,,
231,232,000166,J1610,灰浆拌和机 200L,含量,0.212,台班,,
232,233,000169,000001,人工费,调整,0.216,工日,,
233,234,000169,1730060,防水剂,调整,0.5,kg,,
234,235,000169,2330450,水,调整,0.002,m3,,
235,236,000037,62662,干硬性水泥砂浆,调整,0.303,m3,,
236,237,000037,J1610,灰浆拌和机 200L,调整,0.121,台班,,
237,238,000170,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
238,239,000170,63192,素水泥浆,调整,0.051,m3,,
239,240,000171,63192,素水泥浆,调整,0.054,m3,,
240,241,000172,63192,素水泥浆,调整,0.051,m3,,
241,242,000173,63192,素水泥浆,调整,0.002,m3,,
242,243,000174,63192,素水泥浆,调整,0.051,m3,,
243,244,000175,63192,素水泥浆,调整,0.054,m3,,
244,245,000176,63192,素水泥浆,调整,0.051,m3,,
245,246,000177,63192,素水泥浆,调整,0.003,m3,,
246,247,000171,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
247,248,000172,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
248,249,000173,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
249,250,000174,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
250,251,000175,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
251,252,000176,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
252,253,000177,62863,混合砂浆1:0.1:2.5,含量,0.0,m3,,
253,254,000178,63192,素水泥浆,调整,0.051,m3,,
254,255,000179,63192,素水泥浆,调整,0.051,m3,,
255,256,000180,63192,素水泥浆,调整,0.051,m3,,
256,257,000181,63192,素水泥浆,调整,0.051,m3,,
257,258,000178,62822,混合砂浆1:0.2:2,含量,0.0,m3,,
258,259,000179,62822,混合砂浆1:0.2:2,含量,0.0,m3,,
259,260,000180,62822,混合砂浆1:0.2:2,含量,0.0,m3,,
260,261,000181,62822,混合砂浆1:0.2:2,含量,0.0,m3,,
261,262,000182,000001,人工费,系数,1.25,工日,,
262,263,000183,J00000,全部机械,系数,0.84,台班,,
263,264,000184,J00000,全部机械,系数,1.18,台班,,
264,265,000185,J00000,全部机械,系数,1.14,台班,,
265,266,000186,000000,全部定额,系数,0.73,,,
266,267,000187,000000,全部定额,系数,2.0,,,
267,268,000188,000000,全部定额,系数,1.1,,,
268,269,000189,000001,人工费,系数,1.15,工日,,
269,270,000189,J00000,全部机械,系数,1.15,台班,,
270,271,000190,000001,人工费,系数,1.5,工日,,
271,272,000190,J00000,全部机械,系数,1.5,台班,,
272,273,000191,J00000,全部机械,系数,1.1,台班,,
273,274,000192,000001,人工费,系数,1.25,工日,,
274,275,000192,J00000,全部机械,系数,1.25,台班,,
275,276,000193,J00000,全部机械,系数,1.25,台班,,
276,277,000194,J00000,全部机械,系数,1.17,台班,,
277,278,000195,000001,人工费,系数,1.1,工日,,
278,279,000197,000001,人工费,系数,1.1,工日,,
279,280,000198,000001,人工费,系数,1.18,工日,,
280,281,000199,000001,人工费,系数,1.25,工日,,
281,282,000200,0417915,(C25泵送商品砼),系数,1.1,m3,,
282,283,000200,0417905,(C20泵送商品砼),系数,1.1,m3,,
283,284,000200,0417930,(C20非泵送商品砼),系数,1.1,m3,,
284,285,000200,0417935,(C25非泵送商品砼),系数,1.1,m3,,
285,286,000200,0417960,(C30泵送防水S6或S8商品砼),系数,1.1,m3,,
286,287,000200,0417975,(C30非泵送防水S6或S8商品砼),系数,1.1,m3,,
287,288,000200,0417940,(C30非泵送商品砼),系数,1.1,m3,,
288,289,000201,0417915,(C25泵送商品砼),系数,1.2,m3,,
289,290,000201,0417905,(C20泵送商品砼),系数,1.2,m3,,
290,291,000201,0417930,(C20非泵送商品砼),系数,1.2,m3,,
291,292,000201,0417935,(C25非泵送商品砼),系数,1.2,m3,,
292,293,000201,0417960,(C30泵送防水S6或S8商品砼),系数,1.2,m3,,
293,294,000201,0417975,(C30非泵送防水S6或S8商品砼),系数,1.2,m3,,
294,295,000201,0417940,(C30非泵送商品砼),系数,1.2,m3,,
295,296,000202,J6970,混凝土输送泵车 60m3/h,系数,1.1,台班,,
296,297,000203,J6970,混凝土输送泵车 60m3/h,系数,1.25,台班,,
297,298,000204,000001,人工费,系数,0.87,工日,,
298,299,000205,000001,人工费,调整,0.64,工日,,
299,300,000206,000001,人工费,系数,1.1,工日,,
300,301,000207,000001,人工费,系数,1.2,工日,,
301,302,000207,0530170,大理石 (综合),系数,1.1,m2,,
302,303,000207,0530301,花岗岩 (综合),系数,1.1,m2,,
303,304,000207,0530270,国产石材拼花(综合),系数,1.1,m2,,
304,305,000207,0530530,碎花岗岩板 (综合),系数,1.1,m2,,
305,306,000207,0530510,碎大理石板,系数,1.1,m2,,
306,307,000208,000001,人工费,系数,1.18,工日,,
307,308,000209,000001,人工费,系数,1.15,工日,,
308,309,000210,000001,人工费,系数,0.9,工日,,
309,310,000211,000000,全部定额,系数,1.5,,,
310,311,000212,000001,人工费,系数,1.05,工日,,
311,312,000213,000001,人工费,系数,1.15,工日,,
312,313,000214,000001,人工费,系数,1.3,工日,,
313,314,000215,000001,人工费,系数,1.4,工日,,
314,315,000216,000001,人工费,系数,1.05,工日,,
315,316,000217,000001,人工费,系数,1.15,工日,,
316,317,000218,000001,人工费,系数,1.3,工日,,
317,318,000219,000001,人工费,系数,1.4,工日,,
318,319,000220,000001,人工费,系数,1.05,工日,,
319,320,000221,000001,人工费,系数,1.15,工日,,
320,321,000222,000001,人工费,系数,1.3,工日,,
321,322,000223,000001,人工费,系数,1.4,工日,,
322,323,000224,000001,人工费,调整,0.216,工日,,
323,324,000224,1730060,防水剂,调整,0.5,kg,,
324,325,000224,2330450,水,调整,0.004,m3,,
325,326,000225,000001,人工费,系数,1.1,工日,,
326,327,000226,000000,全部定额,系数,0.6,,,
327,328,000227,000000,全部定额,系数,1.4,,,
328,329,000228,000000,全部定额,系数,1.73,,,
329,330,000229,000001,人工费,系数,1.3,工日,,
330,331,000229,J00000,全部机械,系数,1.3,台班,,
331,332,000230,000001,人工费,系数,1.15,工日,,
332,333,000230,J00000,全部机械,系数,1.15,台班,,
333,334,000231,000001,人工费,系数,1.35,工日,,
334,335,000231,J00000,全部机械,系数,1.35,台班,,
335,336,000232,000001,人工费,系数,1.34,工日,,
336,337,000233,000001,人工费,系数,1.76,工日,,
337,338,000234,000001,人工费,系数,0.8,工日,,
338,339,000234,J00000,全部机械,系数,0.8,台班,,
339,340,000235,000001,人工费,系数,1.2,工日,,
340,341,000236,000001,人工费,系数,1.1,工日,,
341,342,000237,000000,全部定额,系数,1.2,,,
342,343,000238,000000,全部定额,系数,0.19,,,
343,344,000239,000000,全部定额,系数,0.27,,,
344,345,000240,000000,全部定额,系数,0.34,,,
345,346,000241,000000,全部定额,系数,0.41,,,
346,347,000242,000000,全部定额,系数,0.49,,,
347,348,000243,000000,全部定额,系数,0.56,,,
348,349,000244,000000,全部定额,系数,0.63,,,
349,350,000245,000000,全部定额,系数,0.71,,,
350,351,000246,000000,全部定额,系数,0.78,,,
351,352,000247,000000,全部定额,系数,0.85,,,
352,353,000248,000000,全部定额,系数,0.93,,,
353,354,000249,000000,全部定额,系数,0.8,,,
354,355,000250,000000,全部定额,系数,1.2,,,
355,356,000251,000000,全部定额,系数,1.25,,,
356,357,000252,000001,人工费,调整,0.1,工日,,
357,358,000253,000001,人工费,调整,0.14,工日,,
358,359,000254,000001,人工费,调整,0.17,工日,,
359,360,000255,000001,人工费,调整,0.21,工日,,
360,361,000256,000001,人工费,调整,0.028,工日,,
361,362,000257,000001,人工费,调整,0.034,工日,,
362,363,000258,000001,人工费,调整,0.04,工日,,
363,364,000259,000001,人工费,调整,0.05,工日,,
364,365,000260,000001,人工费,调整,0.067,工日,,
365,366,000261,000001,人工费,系数,1.5,工日,,
366,367,ZY0001,000001,人工费,系数,1.3,工日,,
367,368,ZY0001,62662,干硬性水泥砂浆,含量,0.4,m3,,
368,369,ZY0001,J1610,灰浆拌和机 200L,含量,0.16,台班,,
369,370,ZY0001,0530471,山砂,含量,0.0,t,,
370,371,000212,0130090,钢支撑(钢管),系数,1.1,,,
371,372,000212,0130140,零星卡具,系数,1.1,,,
372,373,000213,0130090,钢支撑(钢管),系数,1.3,,,
373,374,000213,0130140,零星卡具,系数,1.3,,,
374,375,000214,0130090,钢支撑(钢管),系数,1.5,,,
375,376,000214,0130140,零星卡具,系数,1.5,,,
376,377,000215,0130090,钢支撑(钢管),系数,2.0,,,
377,378,000215,0130140,零星卡具,系数,2.0,,,
378,379,000216,0130090,钢支撑(钢管),系数,1.07,,,
379,380,000216,0130140,零星卡具,系数,1.07,,,
380,381,000217,0130090,钢支撑(钢管),系数,1.15,,,
381,382,000217,0130140,零星卡具,系数,1.15,,,
382,383,000218,0130090,钢支撑(钢管),系数,1.4,,,
383,384,000218,0130140,零星卡具,系数,1.4,,,
384,385,000219,0130090,钢支撑(钢管),系数,1.6,,,
385,386,000219,0130140,零星卡具,系数,1.6,,,
386,387,201114,918186,塑料卡费用,含量,30.0,只,,
387,388,000046,1430040,塑料薄膜,含量,0.0,m2,,