qingdan/de/tj/JD_BeiZhuFK.csv

,ID,BZBH,BH,MC,LB,SL,DW,XBH,Flag
0,1,000001,000001,人工费,系数,1.15,工日,,
1,2,000002,J00000,全部机械,系数,0.84,台班,,
2,3,000003,J00000,全部机械,系数,1.18,台班,,
3,4,000004,J00000,全部机械,系数,0.84,台班,,
4,5,000005,J00000,全部机械,系数,1.26,台班,,
5,6,000006,J00000,全部机械,系数,0.86,台班,,
6,7,000007,J00000,全部机械,系数,1.09,台班,,
7,8,000008,J00000,全部机械,系数,0.84,台班,,
8,9,000009,J00000,全部机械,系数,1.14,台班,,
9,10,000010,000000,全部定额,系数,0.73,,,
10,11,000012,000001,人工费,系数,2.0,工日,,
11,12,000013,000000,全部定额,系数,1.1,,,
12,13,000014,99071100,自卸汽车,系数,1.1,台班,,
13,14,000015,99071100,自卸汽车,系数,1.2,,,
14,15,000016,000001,人工费,系数,1.15,工日,,
15,16,000016,J00000,全部机械,系数,1.15,台班,,
16,17,000017,J00000,全部机械,系数,1.25,台班,,
17,18,000017,000001,人工费,系数,1.25,工日,,
18,19,000024,J00000,全部机械,系数,1.25,台班,,
19,20,000025,99010131,拖式铲运机 斗容量3m³,系数,1.17,台班,,
20,21,000026,99010132,拖式铲运机 斗容量7m³,系数,1.17,台班,,
21,22,000027,99010133,拖式铲运机 斗容量10m³,系数,1.17,台班,,
22,23,000028,99010134,拖式铲运机 斗容量12m³,系数,1.17,台班,,
23,24,000029,99010104,自行式铲运机 斗容量10m³,系数,1.17,台班,,
24,25,000030,99010105,自行式铲运机 斗容量12m³,系数,1.17,台班,,
25,26,000031,J00000,全部机械,系数,1.18,台班,,
26,27,000032,99070707,履带式拖拉机 功率75kW,调比,16.7,台班,,
27,28,000032,99130535,拖式羊角碾(双筒) 工作质量6t,调比,16.7,台班,,
28,29,000033,99130304,光轮压路机(内燃) 工作质量8t,调比,16.7,台班,,
29,30,000033,99070106,履带式推土机  功率75kW,调比,16.7,台班,,
30,31,000034,99070106,履带式推土机  功率75kW,调比,16.7,台班,,
31,32,000034,99130306,光轮压路机(内燃) 工作质量15t,调比,16.7,台班,,
32,33,000035,99070106,履带式推土机  功率75kW,调比,16.7,台班,,
33,34,000035,99130315,振动压路机 工作质量10t,调比,16.7,台班,,
34,35,000036,000001,人工费,系数,0.7,工日,,
35,36,000036,J00000,全部机械,系数,0.7,台班,,
36,37,000037,J00000,全部机械,系数,1.4,台班,,
37,38,000037,000001,人工费,系数,1.4,工日,,
38,39,000038,000001,人工费,系数,1.25,工日,,
39,40,000038,J00000,全部机械,系数,1.25,台班,,
40,41,000039,000001,人工费,系数,0.3,工日,,
41,42,000039,99030901,单轴式深层搅拌机,系数,0.3,台班,,
42,43,000040,99030902,双轴式深层搅拌机,系数,0.3,台班,,
43,44,000040,000001,人工费,系数,0.3,工日,,
44,45,000041,8-25*0.6,场内运输费,系数,0.0,t,,
45,46,000042,J00000,全部机械,系数,0.77,台班,,
46,47,000043,000001,人工费,系数,1.2,工日,,
47,48,000044,000001,人工费,系数,0.8,工日,,
48,49,000046,000001,人工费,系数,2.0,工日,,
49,50,000046,J00000,全部机械,系数,2.0,台班,,
50,51,000047,000001,人工费,系数,1.25,工日,,
51,52,000047,J00000,全部机械,系数,1.25,台班,,
52,53,000048,000001,人工费,系数,1.25,工日,,
53,54,000048,J00000,全部机械,系数,1.25,台班,,
54,55,000049,000001,人工费,系数,1.25,工日,,
55,56,000049,J00000,全部机械,系数,1.25,台班,,
56,57,000050,000001,人工费,系数,1.25,工日,,
57,58,000050,J00000,全部机械,系数,1.25,台班,,
58,59,000051,000001,人工费,系数,1.25,工日,,
59,60,000051,J00000,全部机械,系数,1.25,台班,,
60,61,000052,000001,人工费,系数,1.25,工日,,
61,62,000052,J00000,全部机械,系数,1.25,台班,,
62,63,000053,000001,人工费,系数,1.43,工日,,
63,64,000053,J00000,全部机械,系数,1.43,台班,,
64,65,000054,000001,人工费,系数,1.15,工日,,
65,66,000054,J00000,全部机械,系数,1.15,台班,,
66,67,000055,000001,人工费,系数,1.11,工日,,
67,68,000055,J00000,全部机械,系数,1.11,台班,,
68,69,000056,8-1*0.6,场内运输费,系数,0.0,m3,,
69,70,000057,000001,人工费,系数,1.1,工日,,
70,71,000057,J00000,全部机械,系数,1.1,台班,,
71,72,000058,000001,人工费,系数,1.2,工日,,
72,73,000058,J00000,全部机械,系数,1.2,台班,,
73,74,000059,000001,人工费,系数,1.15,工日,,
74,75,000059,J00000,全部机械,系数,1.15,台班,,
75,76,000060,000001,人工费,系数,1.2,工日,,
76,77,000060,J00000,全部机械,系数,1.2,台班,,
77,78,000062,000001,人工费,系数,1.15,工日,,
78,79,000062,J00000,全部机械,系数,1.15,台班,,
79,80,000063,99030124,轨道式柴油打桩机 冲击质量2.5t,系数,1.1,台班,,
80,81,000064,99030105,履带式柴油打桩机 冲击质量5t,系数,1.1,台班,,
81,82,000065,99030307,静力压桩机 压力1600kN,系数,1.1,台班,,
82,83,000066,99030309,静力压桩机 压力3000kN,系数,1.1,台班,,
83,84,000067,000001,人工费,系数,0.4,工日,,
84,85,000067,99051304,混凝土输送泵车 输送量60m³/h,含量,0.008,台班,,
85,86,000067,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
86,87,000067,99071903,机动翻斗车 装载质量1t,系数,0.0,台班,,
87,88,000067,80210,钻孔桩混凝土,商品砼系数,1.005,m3,,
88,89,000070,80210,沉管桩混凝土,商品砼系数,1.005,m3,,
89,90,000070,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
90,91,000070,000001,人工费,系数,0.6,工日,,
91,92,000071,000001,人工费,系数,0.3,工日,,
92,93,000071,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
93,94,000071,99071903,机动翻斗车 装载质量1t,系数,0.0,台班,,
94,95,000071,80210,沉管桩混凝土,商品砼系数,0.0,m3,,
95,96,000072,80210,沉管桩混凝土,商品砼系数,0.0,m3,,
96,97,000072,000001,人工费,系数,0.3,工日,,
97,98,000072,99050152,滚筒式混凝土搅拌机(电动),系数,0.0,台班,,
98,99,000072,99071903,机动翻斗车 装载质量1t,系数,0.0,台班,,
99,100,000073,000001,人工费,系数,0.3,工日,,
100,101,000073,99071903,机动翻斗车 装载质量1t,系数,0.0,台班,,
101,102,000073,04030100,黄砂,系数,0.0,t,,
102,103,000074,04050207,碎石 5～40mm,系数,0.0,t,,
103,104,000074,99071903,机动翻斗车 装载质量1t,系数,0.0,台班,,
104,105,000074,000001,人工费,系数,0.3,工日,,
105,106,000075,99071903,机动翻斗车 装载质量1t,系数,0.0,台班,,
106,107,000075,04030100,黄砂,系数,0.0,t,,
107,108,000075,04050207,碎石 5～40mm,系数,0.0,t,,
108,109,000075,000001,人工费,系数,0.3,工日,,
109,110,000076,000001,人工费,系数,0.93,工日,,
110,111,000076,J00000,全部机械,系数,0.93,台班,,
111,112,000076,80210,沉管桩混凝土,商品砼含量,1.015,m3,,
112,113,000077,000001,人工费,系数,0.93,工日,,
113,114,000077,J00000,全部机械,系数,0.93,台班,,
114,115,000077,04030100,黄砂,含量,1.33,t,,
115,116,000078,000001,人工费,系数,0.93,工日,,
116,117,000078,J00000,全部机械,系数,0.93,台班,,
117,118,000078,04050207,碎石 5～40mm,含量,1.53,t,,
118,119,000079,04050207,碎石 5～40mm,含量,1.53,t,,
119,120,000079,000001,人工费,系数,0.93,工日,,
120,121,000079,J00000,全部机械,系数,0.93,台班,,
121,122,000079,04030100,黄砂,含量,0.53,t,,
122,123,000080,000001,人工费,系数,1.3,工日,,
123,124,000081,000000,全部定额,系数,0.4,,,
124,125,000083,000001,人工费,系数,1.1,工日,,
125,126,000084,000001,人工费,系数,1.1,工日,,
126,127,000086,000001,人工费,调整,0.041,工日,,
127,128,000087,000001,人工费,系数,1.2,工日,,
128,129,000088,000001,人工费,系数,1.24,工日,,
129,130,000089,000001,人工费,系数,0.92,工日,,
130,131,000090,000001,人工费,调整,0.15,工日,,
131,132,000091,000001,人工费,系数,1.5,工日,,
132,133,000092,000000,全部定额,系数,0.5,,,
133,134,000094,000001,人工费,调整,-0.95,工日,,
134,135,000094,03510701,铁钉,系数,0.0,kg,,
135,136,000094,03050201,带母螺栓,系数,0.0,kg,,
136,137,000094,32090101,周转木材,系数,0.0,m3,,
137,138,000095,000001,人工费,调整,-0.95,工日,,
138,139,000098,000000,全部定额,系数,1.14,,,
139,140,000099,000000,全部定额,系数,1.07,,,
140,141,000100,000001,人工费,系数,1.1,工日,,
141,142,000100,J00000,全部机械,系数,1.1,台班,,
142,143,000101,31130311,张拉平台摊销费,系数,0.0,m2,,
143,144,000102,000001,人工费,系数,1.63,工日,,
144,145,000102,J00000,全部机械,系数,1.63,台班,,
145,146,000103,000001,人工费,系数,1.8,工日,,
146,147,000103,J00000,全部机械,系数,1.8,台班,,
147,148,000105,000001,人工费,系数,1.03,工日,,
148,149,000106,000001,人工费,系数,1.08,工日,,
149,150,000107,000001,人工费,系数,1.13,工日,,
150,151,000108,000001,人工费,系数,0.7,工日,,
151,152,000108,99250306,交流弧焊机 容量40kVA,系数,0.7,台班,,
152,153,000110,99051304,混凝土输送泵车 输送量60m³/h,系数,1.1,台班,,
153,154,000111,99051304,混凝土输送泵车 输送量60m³/h,系数,1.25,台班,,
154,155,000112,99051304,混凝土输送泵车 输送量60m³/h,系数,1.35,台班,,
155,156,000113,99051304,混凝土输送泵车 输送量60m³/h,系数,1.45,台班,,
156,157,000114,99051304,混凝土输送泵车 输送量60m³/h,系数,1.55,台班,,
157,158,000115,000001,人工费,系数,1.1,工日,,
158,159,000116,000001,人工费,系数,1.03,工日,,
159,160,000117,000001,人工费,系数,1.1,工日,,
160,161,000118,000001,人工费,系数,1.2,工日,,
161,162,000119,000001,人工费,系数,1.4,工日,,
162,163,000121,000001,人工费,调整,0.18,工日,,
163,164,000122,000001,人工费,调整,0.18,工日,,
164,165,000123,000001,人工费,调整,0.07,工日,,
165,166,000124,000001,人工费,调整,0.07,工日,,
166,167,000125,000001,人工费,调整,0.1,工日,,
167,168,000126,000001,人工费,调整,0.1,工日,,
168,169,000127,000001,人工费,系数,1.1,工日,,
169,170,000128,000000,全部定额,系数,1.2,,,
170,171,000129,000000,全部定额,系数,1.4,,,
171,172,000085,000001,人工费,系数,0.9,工日,,
172,173,000085,100000,全部材料,系数,1.15,,,
173,174,000085,99130511,夯实机(电动) 夯击能力20～62N·m,系数,0.0,台班,,
174,175,000085,99130304,光轮压路机(内燃) 工作质量8t,含量,0.022,台班,,
175,176,000097,000000,全部定额,系数,0.45,,,
176,177,000131,000000,全部定额,系数,0.55,,,
177,178,000132,000001,人工费,系数,1.7,工日,,
178,179,000132,J00000,全部机械,系数,1.7,台班,,
179,180,000133,000001,人工费,系数,1.7,工日,,
180,181,000133,J00000,全部机械,系数,1.7,台班,,
181,182,000134,000001,人工费,系数,1.25,工日,,
182,183,000134,J00000,全部机械,系数,1.25,台班,,
183,184,000135,000001,人工费,系数,1.5,工日,,
184,185,000135,J00000,全部机械,系数,1.5,台班,,
185,186,000136,000001,人工费,系数,1.2,工日,,
186,187,000136,J00000,全部机械,系数,1.2,台班,,
187,188,000137,000001,人工费,系数,1.2,工日,,
188,189,000137,J00000,全部机械,系数,1.2,台班,,
189,190,000138,000001,人工费,系数,1.2,工日,,
190,191,000138,J00000,全部机械,系数,1.2,台班,,
191,192,000139,000001,人工费,系数,0.5,工日,,
192,193,000140,000001,人工费,系数,1.2,工日,,
193,194,000146,000000,全部定额,系数,0.6,,,
194,195,000147,000000,全部定额,系数,1.5,,,
195,196,000148,000001,人工费,系数,1.2,工日,,
196,197,000148,J00000,载货汽车,除此机械外,1.2,台班,99070908,1
197,198,000153,000001,人工费,调整,0.1,工日,,
198,199,000153,03410205,电焊条 J422,调整,0.38,kg,,
199,200,000153,03590100,垫铁,调整,0.19,kg,,
200,201,000153,99250304,交流弧焊机 容量30kAV,调整,0.047,台班,,
201,202,000154,000001,人工费,调整,-0.21,工日,,
202,203,000154,99250304,交流弧焊机 容量30kAV,系数,0.0,台班,,
203,204,000154,03590100,垫铁,系数,0.0,kg,,
204,205,000154,03410205,电焊条 J422,系数,0.0,kg,,
205,206,000155,03410205,电焊条 J422,系数,0.0,kg,,
206,207,000155,99250304,交流弧焊机 容量30kAV,系数,0.0,台班,,
207,208,000155,000001,人工费,调整,-0.06,工日,,
208,209,000156,000001,人工费,系数,0.5,工日,,
209,210,000156,99090108,履带式起重机 提升质量25t,系数,0.0,台班,,
210,211,000157,000001,人工费,调整,0.17,工日,,
211,212,000157,03590100,垫铁,调整,0.52,kg,,
212,213,000157,03410205,电焊条 J422,调整,0.4,kg,,
213,214,000157,99250304,交流弧焊机 容量30kAV,调整,0.087,台班,,
214,215,000158,000001,人工费,调整,0.25,工日,,
215,216,000158,03590100,垫铁,调整,1.53,kg,,
216,217,000158,03410205,电焊条 J422,调整,2.64,kg,,
217,218,000158,99250304,交流弧焊机 容量30kAV,调整,0.26,台班,,
218,219,000159,80210,现浇混凝土,商品砼调整,0.08,m3,,
219,220,000160,80210,现浇混凝土,商品砼调整,0.05,m3,,
220,221,000161,80210,现浇混凝土,商品砼调整,0.03,m3,,
221,222,000162,99090508,汽车式起重机 提升质量20t,系数,0.0,台班,,
222,223,000164,000001,人工费,调整,0.12,工日,,
223,224,000164,31130106,其它材料费,调整,4.1,元,,
224,225,000164,31130537,其它机械费,调整,29.35,元,,
225,226,000165,000001,人工费,调整,0.08,工日,,
226,227,000165,31130537,其它机械费,调整,14.72,元,,
227,228,000165,31130106,其它材料费,调整,8.56,元,,
228,229,000166,03410205,电焊条 J422,系数,0.0,kg,,
229,230,000166,99250304,交流弧焊机 容量30kAV,系数,0.0,台班,,
230,231,000171,000001,人工费,系数,1.2,工日,,
231,232,000171,99090106,履带式起重机 提升质量15t,换机械系数,1.2,台班,99090108,1
232,233,000172,000001,人工费,系数,1.2,工日,,
233,234,000172,99090108,履带式起重机 提升质量25t,系数,1.2,台班,,
234,235,000173,99090110,履带式起重机 提升质量40t,系数,1.2,台班,,
235,236,000173,000001,人工费,系数,1.2,工日,,
236,237,000174,000001,人工费,系数,1.2,工日,,
237,238,000174,99090111,履带式起重机 提升质量50t,系数,1.2,台班,,
238,239,000175,000001,人工费,系数,1.2,工日,,
239,240,000175,99090508,汽车式起重机 提升质量20t,换机械系数,1.2,台班,99090509,1
240,241,000176,000001,人工费,系数,1.2,工日,,
241,242,000176,99090512,汽车式起重机 提升质量40t,系数,1.2,台班,,
242,243,000177,000001,人工费,系数,1.4,工日,,
243,244,000177,99090512,汽车式起重机 提升质量40t,换机械系数,1.4,台班,99090513,1
244,245,000178,000001,人工费,系数,1.4,工日,,
245,246,000178,99090508,汽车式起重机 提升质量20t,换机械系数,1.4,台班,99090513,1
246,247,000179,000001,人工费,系数,1.4,工日,,
247,248,000179,99090111,履带式起重机 提升质量50t,系数,1.4,台班,,
248,249,000180,000001,人工费,系数,1.4,工日,,
249,250,000180,99090110,履带式起重机 提升质量40t,换机械系数,1.4,台班,99090111,1
250,251,000181,000001,人工费,系数,1.4,工日,,
251,252,000181,99090108,履带式起重机 提升质量25t,换机械系数,1.4,台班,99090111,1
252,253,000182,000001,人工费,系数,1.4,工日,,
253,254,000182,99090106,履带式起重机 提升质量15t,换机械系数,1.4,台班,99090111,1
254,255,000183,000001,人工费,系数,1.3,工日,,
255,256,000183,J00000,全部机械,系数,1.3,台班,,
256,257,000184,000001,人工费,系数,1.15,工日,,
257,258,000185,000001,人工费,系数,1.35,工日,,
258,259,000185,J00000,全部机械,系数,1.35,台班,,
259,260,000187,000001,人工费,调整,0.12,工日,,
260,261,000188,000001,人工费,调整,0.06,工日,,
261,262,000188,03510701,铁钉,调整,0.27,kg,,
262,263,000188,05011200,圆木,调整,0.078,m3,,
263,264,000188,05030600,普通木成材,调整,-0.059,m3,,
264,265,000189,000001,人工费,系数,1.4,工日,,
265,266,000190,5-27,铁件制作,系数,0.0,,,
266,267,000190,03510701,铁钉,调整,3.5,kg,,
267,268,000191,000000,全部定额,系数,1.5,,,
268,269,000192,000001,人工费,系数,0.7,工日,,
269,270,000192,04171521,彩钢屋脊,系数,0.5,m2,,
270,271,000193,000001,人工费,系数,1.38,工日,,
271,272,000206,000001,人工费,系数,1.56,工日,,
272,273,000206,066121,瓷砖,商品砼系数,1.01,百块,,
273,274,000206,241503,瓷板,商品砼系数,1.01,百块,,
274,275,000206,070303,铸石板,商品砼系数,1.01,工日,,
275,276,000206,070101,花岗岩,商品砼系数,1.01,百块,,
276,277,000206,071121,花岗岩地坪石,商品砼系数,1.01,百块,,
277,278,000219,99130300,光轮压路机,系数,1.2,台班,,
278,279,000235,000001,人工费,调整,-0.51,工日,,
279,280,000235,12310309,草酸,系数,0.0,kg,,
280,281,000235,12070307,硬白醋,系数,0.0,kg,,
281,282,000236,000001,人工费,系数,1.1,工日,,
282,283,000237,000001,人工费,调整,0.35,工日,,
283,284,000237,03070123,膨胀螺栓 M10×110,调整,10.0,套,,
284,285,000237,03590700,铁件,调整,1.25,kg,,
285,286,000237,03633307,合金钢钻头 20,调整,0.13,根,,
286,287,000237,99192305,电锤 功率520W,调整,0.13,台班,,
287,288,000238,000001,人工费,系数,1.2,工日,,
288,289,000238,071121,石材块料面板,商品砼系数,1.1,m2,,
289,290,000238,066503,红缸砖,商品砼系数,1.1,m2,,
290,291,000238,070902,凹凸假麻石块,商品砼系数,1.1,m2,,
291,292,000238,066501,同质地砖,商品砼系数,1.1,m2,,
292,293,000246,100000,全部材料,系数,1.15,,,
293,294,000246,000001,人工费,系数,0.9,工日,,
294,295,000246,99130511,夯实机(电动) 夯击能力20～62N·m,系数,0.0,台班,,
295,296,000246,99130304,光轮压路机(内燃) 工作质量8t,调整,0.022,台班,,
296,297,000247,000001,人工费,调整,0.25,工日,,
297,298,000247,80050103,混合砂浆 M2.5,调整,0.32,m3,,
298,299,000247,31150101,水,调整,0.3,m3,,
299,300,000247,99050503,灰浆搅拌机 拌筒容量200L,调整,0.064,台班,,
300,301,000247,04050203,碎石5～16mm,调整,-0.12,t,,
301,302,000247,04050207,碎石5～40mm,调整,-0.04,t,,
302,303,000248,000001,人工费,调整,-0.34,工日,,
303,304,000248,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
304,305,000249,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
305,306,000249,000001,人工费,调整,-0.04,工日,,
306,307,000250,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
307,308,000250,000001,人工费,调整,-0.53,工日,,
308,309,000250,31130506,泵管摊销费,调整,0.1,元,,
309,310,000250,99051304,混凝土输送泵车 输送量60m³/h,调整,0.004,台班,,
310,311,000251,99051304,混凝土输送泵车 输送量60m³/h,调整,0.0005,台班,,
311,312,000251,000001,人工费,调整,-0.07,工日,,
312,313,000251,99050152,滚筒式混凝土搅拌机(电动) 出料容量400L,系数,0.0,台班,,
313,314,000251,31130506,泵管摊销费,调整,0.01,元,,
314,315,000252,000001,人工费,系数,2.0,工日,,
315,316,000253,000001,人工费,系数,1.2,工日,,
316,317,000254,000001,人工费,系数,1.6,工日,,
317,318,000255,000001,人工费,调整,0.6,工日,,
318,319,000255,03652403,合金钢切割锯片,调整,0.14,片,,
319,320,000255,99230127,石料切割机,调整,0.6,台班,,
320,321,000256,000001,人工费,系数,1.2,工日,,
321,322,000257,000001,人工费,系数,1.65,工日,,
322,323,000258,000001,人工费,系数,1.43,工日,,
323,324,000258,80010121,水泥砂浆 1:1,含量,0.074,m3,,
324,325,000259,000001,人工费,系数,1.43,工日,,
325,326,000260,000001,人工费,系数,1.43,工日,,
326,327,000261,000001,人工费,调整,0.3,工日,,
327,328,000262,000000,全部定额,系数,2.0,工日,,
328,329,000263,06530100,玻璃马赛克,调整,0.41,m2,,
329,330,000266,05030600,普通木成材,调整,-0.009,m3,,
330,331,000268,000001,人工费,系数,1.1,工日,,
331,332,000272,10230303,硬木扶手(成品),调整,10.6,m,,
332,333,000272,05030615,硬木成材,系数,0.0,m3,,
333,334,000272,000001,人工费,调整,-2.85,工日,,
334,335,000273,000001,人工费,调整,1.75,工日,,
335,336,000273,80010123,水泥砂浆 1:2,调整,0.068,m3,,
336,337,000273,99050503,灰浆搅拌机 拌筒容量200L,调整,0.01,台班,,
337,338,000274,000001,人工费,系数,1.18,工日,,
338,339,000275,000001,人工费,调整,0.6,工日,,
339,340,000275,99230127,石料切割机,调整,0.6,台班,,
340,341,000275,03652403,合金钢切割锯片,调整,0.14,片,,
341,342,000276,000001,人工费,系数,1.15,工日,,
342,343,000277,000001,人工费,系数,0.9,工日,,
343,344,000277,31130537,其它机械费,系数,0.0,元,,
344,345,000278,000001,人工费,调整,-3.23,工日,,
345,346,000278,80010124,水泥砂浆 1:2.5,调整,-0.047,m3,,
346,347,000278,80010125,水泥砂浆 1:3,调整,-0.07,m3,,
347,348,000279,000001,人工费,调整,0.64,工日,,
348,349,000280,000001,人工费,系数,0.75,工日,,
349,350,000280,05030600,普通木成材,系数,0.0,m3,,
350,351,000286,000001,人工费,系数,1.2,工日,,
351,352,000286,03652403,合金钢切割锯片,系数,0.0,片,,
352,353,000286,99230127,石料切割机,系数,0.0,台班,,
353,354,000288,000000,全部定额,系数,1.5,,,
354,355,000289,000001,人工费,调整,1.9,工日,,
355,356,000289,05092103,细木工板 δ18mm,调整,10.5,m2,,
356,357,000290,05092103,细木工板 δ18mm,调整,10.5,m2,,
357,358,000290,000001,人工费,调整,3.33,工日,,
358,359,000291,000001,人工费,系数,1.05,工日,,
359,360,000291,03510705,铁钉 70mm,系数,0.0,kg,,
360,361,000291,03031201,自攻螺钉,调整,0.34,十个,,
361,362,000292,000001,人工费,系数,1.3,工日,,
362,363,000292,05050107,胶合板 2440×1220×3,含量,11.0,m2,,
363,364,000293,000001,人工费,系数,1.3,工日,,
364,365,000293,05150102,普通切片板,系数,1.05,m2,,
365,366,000294,05150102,普通切片板,系数,1.1,m2,,
366,367,000294,000001,人工费,系数,1.3,工日,,
367,368,000295,000001,人工费,系数,1.1,工日,,
368,369,000296,000001,人工费,调整,0.19,工日,,
369,370,000296,01291714,8K 不锈钢镜面板 1219×3048×1.2,调整,0.45,m2,,
370,371,000297,000001,人工费,系数,3.0,工日,,
371,372,000298,02350202,人造革,含量,12.0,m2,,
372,373,000299,000001,人工费,调整,0.09,工日,,
373,374,000300,000001,人工费,调整,0.11,工日,,
374,375,000301,000001,人工费,调整,0.58,工日,,
375,376,000302,11591102,玻璃胶,系数,0.5,L,,
376,377,000303,015103,槽铝 50mm,商品砼调整,-1.83,m,,
377,378,000303,01510700,角铝,调整,-3.33,m,,
378,379,000303,03010322,铝拉铆钉 LD-1,调整,-3.5,十个,,
379,380,000307,000001,人工费,调整,-0.67,工日,,
380,381,000308,000001,人工费,系数,0.87,工日,,
381,382,000308,08310131,轻钢龙骨(小) 25×20×0.5,系数,0.0,m,,
382,383,000308,08330113,小龙骨垂直吊件,系数,0.0,只,,
383,384,000308,08330309,小龙骨平面连接件,系数,0.0,只,,
384,385,000311,000001,人工费,调整,0.64,工日,,
385,386,000312,05030600,普通木成材,含量,0.063,m3,,
386,387,000313,05030600,普通木成材,含量,0.075,m3,,
387,388,000314,05030600,普通木成材,含量,0.161,m3,,
388,389,002115,05030600,普通木成材,含量,0.124,m3,,
389,390,000315,000001,人工费,系数,1.2,工日,,
390,391,000315,05030600,普通木成材,调整,0.02,m3,,
391,392,000316,99192305,电锤 功率520W,系数,0.0,台班,,
392,393,000316,03070114,膨胀螺栓 M8×80,系数,0.0,套,,
393,394,000316,01210315,等边角钢 ∟40×4,系数,0.0,kg,,
394,395,000317,01210315,等边角钢 ∟40×4,系数,0.0,kg,,
395,396,000318,99192305,电锤 功率520W,调整,0.248,台班,,
396,397,000319,80050129,混合砂浆 1:0.3:3,调整,0.005,m3,,
397,398,000319,99050503,灰浆搅拌机 拌筒容量200L,调整,0.001,台班,,
398,399,000320,000001,人工费,系数,1.5,工日,,
399,400,000321,99050503,灰浆搅拌机 拌筒容量200L,调整,0.001,台班,,
400,401,000321,80010124,水泥砂浆 1:2.5,调整,0.005,m3,,
401,402,000322,000001,人工费,系数,1.3,工日,,
402,403,000322,J00000,全部机械,系数,1.3,台班,,
403,404,000323,000001,人工费,系数,1.15,工日,,
404,405,000325,000001,人工费,调整,1.43,工日,,
405,406,000325,31130106,其它材料费,调整,5.0,元,,
406,407,000326,000001,人工费,调整,0.29,工日,,
407,408,000326,05030600,普通木成材,调整,0.071,m3,,
408,409,000327,05030600,普通木成材,调整,0.045,m3,,
409,410,000327,000001,人工费,调整,0.37,工日,,
410,411,000328,000001,人工费,调整,0.037,工日,,
411,412,000328,05030600,普通木成材,调整,0.049,m3,,
412,413,000329,000001,人工费,调整,0.22,工日,,
413,414,000329,05030600,普通木成材,调整,0.038,m3,,
414,415,000330,05030600,普通木成材,调整,0.042,m3,,
415,416,000330,000001,人工费,调整,0.022,工日,,
416,417,000331,000001,人工费,调整,-0.61,工日,,
417,418,000331,31130535,五金费,调整,-5.03,元,,
418,419,000332,000001,人工费,调整,0.19,工日,,
419,420,000333,000001,人工费,调整,0.13,工日,,
420,421,000334,000001,人工费,调整,0.21,工日,,
421,422,000335,000001,人工费,调整,0.15,工日,,
422,423,000336,000001,人工费,调整,0.2,工日,,
423,424,000337,000001,人工费,调整,0.22,工日,,
424,425,000338,000001,人工费,调整,0.14,工日,,
425,426,000339,000001,人工费,调整,0.21,工日,,
426,427,000340,000001,人工费,调整,0.11,工日,,
427,428,000341,000001,人工费,调整,0.94,工日,,
428,429,000341,05030600,普通木成材,调整,0.027,m3,,
429,430,000346,000001,人工费,调整,0.18,工日,,
430,431,000347,000001,人工费,调整,0.12,工日,,
431,432,000348,000001,人工费,调整,0.21,工日,,
432,433,000349,000001,人工费,调整,0.15,工日,,
433,434,000350,000001,人工费,系数,1.1,工日,,
434,435,000351,000001,人工费,系数,1.25,工日,,
435,436,000352,000001,人工费,系数,0.67,工日,,
436,437,000352,100000,全部材料,系数,0.67,,,
437,438,000353,10013312,硬木封门边条,系数,0.0,m,,
438,439,000353,000001,人工费,调整,-0.48,工日,,
439,440,000353,99210103,木工圆锯机 直径500mm,调整,-0.08,台班,,
440,441,000353,99210315,木工压刨床 刨削宽度(三面400mm),调整,-0.02,台班,,
441,442,000354,05150102,普通切片板,调整,-11.0,m2,,
442,443,000355,05150102,普通切片板,调整,-11.0,m2,,
443,444,000355,000001,人工费,调整,-0.76,工日,,
444,445,000356,000001,人工费,调整,0.49,工日,,
445,446,000356,12413535,万能胶,调整,2.1,kg,,
446,447,000356,05050105,胶合板,调整,9.9,m2,,
447,448,000357,000001,人工费,调整,3.33,工日,,
448,449,000358,000001,人工费,系数,1.2,工日,,
449,450,000359,000001,人工费,系数,0.8,工日,,
450,451,000358,03290200,地弹簧,系数,0.0,个,,
451,452,000358,03290210,地弹簧(重型),调整,1.01,个,,
452,453,000360,03290200,地弹簧,系数,0.0,个,,
453,454,000360,09471107,地锁,调整,1.0,把,,
454,455,000362,000001,人工费,系数,1.1,工日,,
455,456,000362,11112503,调和漆,系数,1.02,kg,,
456,457,000363,11030304,红丹防锈漆,系数,1.02,kg,,
457,458,000363,000001,人工费,系数,1.1,工日,,
458,459,000364,000001,人工费,系数,1.1,工日,,
459,460,000364,11112521,银粉漆,系数,1.02,kg,,
460,461,000365,11111503,醇酸磁漆,系数,1.02,kg,,
461,462,000365,000001,人工费,系数,1.1,工日,,
462,463,000366,11030521,防火涂料,系数,1.02,kg,,
463,464,000366,000001,人工费,系数,1.1,工日,,
464,465,000367,000001,人工费,系数,1.1,工日,,
465,466,000367,11030528,厚型防火涂料(粉料、黏结胶料),系数,1.02,kg,,
466,467,000368,11030703,沥青漆,系数,1.02,kg,,
467,468,000368,000001,人工费,系数,1.1,工日,,
468,469,000369,000001,人工费,系数,1.1,工日,,
469,470,000369,11060306,聚氨酯氟碳面漆,系数,1.02,kg,,
470,471,000370,11110911,环氧富锌漆,系数,1.02,kg,,
471,472,000370,000001,人工费,系数,1.1,工日,,
472,473,000371,000001,人工费,系数,1.1,工日,,
473,474,000374,000001,人工费,调整,0.15,工日,,
474,475,000375,000001,人工费,系数,1.1,工日,,
475,476,000377,000001,人工费,系数,1.34,工日,,
476,477,000378,000001,人工费,系数,1.68,工日,,
477,478,000379,000001,人工费,系数,1.5,工日,,
478,479,000380,000001,人工费,系数,1.8,工日,,
479,480,000381,000001,人工费,系数,1.3,工日,,
480,481,000381,J00000,全部机械,系数,1.3,台班,,
481,482,000382,000001,人工费,系数,1.3,工日,,
482,483,000382,J00000,全部机械,系数,1.3,台班,,
483,484,000383,000000,全部定额,系数,1.3,,,
484,485,000384,99030504,振动沉拔桩机 激振力400kN,换机械系数,1.0,台班,99030124,1
485,486,000385,99030125,轨道式柴油打桩机 冲击质量3.5t,换机械系数,1.0,台班,99030124,1
486,487,000386,99030125,轨道式柴油打桩机 冲击质量3.5t,换机械系数,1.0,台班,99030105,1
487,488,000387,99030125,轨道式柴油打桩机 冲击质量3.5t,换机械系数,1.0,台班,99030106,1
488,489,000388,99030125,轨道式柴油打桩机 冲击质量3.5t,换机械系数,1.0,台班,99030306,1
489,490,000389,05030600,普通木成材,系数,0.0,m3,,
490,491,000389,05092103,细木工板 δ18mm,系数,0.0,m2,,
491,492,000389,99192305,电锤 功率520W,系数,0.0,台班,,
492,493,000389,000001,人工费,调整,-2.5,工日,,
493,494,000390,04050207,碎石 5～40mm,换材料系数,1.0,t,04050101,1
494,495,000390,04030100,黄砂,换材料系数,1.15,t,04034103,1
495,496,000393,10450503,98%纯金箔 93.3×93.3,换材料系数,1.0,张,10450508,1
496,497,000394,11430303,颜料,调整,2.7,kg,,
497,498,000397,000001,人工费,系数,1.5,工日,,
498,499,0B0010,000001,人工费,系数,1.15,工日,,
499,500,0B0011,000001,人工费,调整,0.13,工日,,
500,501,000398,000001,人工费,系数,1.5,工日,,
501,502,000399,000001,人工费,系数,1.2,工日,,
502,503,000400,000001,人工费,系数,1.2,工日,,
503,504,000401,000000,全部定额,系数,0.9,,,
504,505,000405,000000,全部定额,系数,0.2,,,
505,506,000406,000000,全部定额,系数,0.5,,,
506,507,000407,000000,全部定额,系数,0.6,,,
507,508,000408,000000,全部定额,系数,0.1,,,
508,509,000409,000001,人工费,系数,0.0,,,
509,510,000409,J00000,全部机械,系数,0.0,,,
510,511,000410,000000,全部定额,系数,0.6,,,
511,512,000411,100000,全部材料,系数,0.6,,,
512,513,000412,100000,全部材料,系数,0.3,,,
513,514,000413,000000,全部定额,次方,1.05,,,
514,515,000415,31130106,其它材料费,调整,116.42,元,,
515,516,000416,000000,全部定额,次方,1.1,,,
516,517,000417,000000,全部定额,系数,1.13,,,
517,518,000418,31130106,其它材料费,调整,148.79,元,,
518,519,000419,31130106,其它材料费,调整,14.99,元,,
519,520,000420,000000,全部定额,系数,0.2,,,
520,521,000421,32020115,卡具,系数,1.1,kg,,
521,522,000421,32020132,钢管支撑,系数,1.1,kg,,
522,523,000421,000001,人工费,系数,1.3,工日,,
523,524,000422,000001,人工费,系数,1.6,工日,,
524,525,000422,32020132,钢管支撑,系数,1.3,kg,,
525,526,000422,32020115,卡具,系数,1.3,kg,,
526,527,000423,000001,人工费,系数,1.6,工日,,
527,528,000423,32020115,卡具,系数,1.15,kg,,
528,529,000423,32020132,钢管支撑,系数,1.15,kg,,
529,530,000424,000001,人工费,系数,1.3,工日,,
530,531,000424,32020132,钢管支撑,系数,1.07,kg,,
531,532,000424,32020115,卡具,系数,1.07,kg,,
532,533,000425,000001,人工费,系数,1.3,工日,,
533,534,000425,32010502,复合木模板 18mm,系数,1.3,m2,,
534,535,000426,000001,人工费,调整,0.27,工日,,
535,536,000428,32010502,复合木模板 18mm,系数,1.3,m2,,
536,537,000428,000001,人工费,系数,1.3,工日,,
537,538,000429,000001,人工费,调整,0.55,工日,,
538,539,000430,000001,人工费,系数,1.15,工日,,
539,540,000430,32020132,钢管支撑,系数,1.2,kg,,
540,541,000431,000001,人工费,系数,1.5,工日,,
541,542,000431,32090101,周转木材,系数,3.0,m3,,
542,543,000432,03052109,对拉螺栓(止水螺栓),调整,1.9,kg,,
543,544,000433,32020132,钢管支撑,系数,1.5,kg,,
544,545,000433,000001,人工费,系数,1.3,工日,,
545,546,000434,000001,人工费,调整,1.18,工日,,
546,547,000438,800101,水泥砂浆 1:2,商品砼系数,0.0,m3,,
547,548,000439,31132518,回库修理、保养费,系数,0.0,元,,
548,549,000439,32011111,组合钢模板,系数,0.0,kg,,
549,550,000439,32020115,卡具,系数,0.0,kg,,
550,551,000439,32020132,钢管支撑,系数,0.0,kg,,
551,552,000439,32090101,周转木材,调整,0.063,m3,,
552,553,000439,000001,人工费,系数,1.5,工日,,
553,554,000439,03515100,圆钉,调整,0.52,kg,,
554,555,000441,000001,人工费,调整,0.46,工日,,
555,556,000442,000001,人工费,调整,0.29,工日,,
556,557,000443,000001,人工费,系数,1.1,工日,,
557,558,000447,000000,全部定额,系数,1.1,,,
558,559,000448,32011111,组合钢模板,系数,0.0,kg,,
559,560,000448,32090101,周转木材,调整,0.06,m3,,
560,561,000448,000001,人工费,调整,0.58,工日,,
561,562,000450,31150101,水,系数,0.0,m3,,
562,563,000456,000000,全部定额,系数,0.96,,,
563,564,000461,7-28,高20m以上与建筑物连接铁件,调整,0.04,t,,
564,565,000464,7-28,高30m以上与施工电梯连接铁件,调整,0.04,t,,
565,566,000465,000001,人工费,系数,0.83,工日,,
566,567,000470,21-1,混凝土垫层模板,调整,0.06,10㎡,,
567,568,000471,21-1,混凝土垫层模板,调整,0.07,10㎡,,
568,569,000472,21-1,混凝土垫层模板,调整,0.08,10㎡,,
569,570,000473,20-23,3.6m内抹灰脚手架,调整,1.44,10㎡,,
570,571,000474,20-23,3.6m内抹灰脚手架,调整,1.62,10㎡,,
571,572,000475,20-23,3.6m内抹灰脚手架,调整,1.41,10㎡,,
572,573,000476,20-23,3.6m内抹灰脚手架,调整,0.083,10㎡,,
573,574,000481,01270100,型钢,系数,0.0,t,,
574,575,000481,03410205,电焊条 J422,系数,0.0,kg,,
575,576,000481,99250304,交流弧焊机 容量30kAV,系数,0.0,台班,,
576,577,000483,31130508,活瓣桩尖摊销,系数,0.0,kg,,
577,578,000484,000001,人工费,系数,1.2,工日,,
578,579,000484,J00000,全部机械,系数,1.2,台班,,
579,580,000485,000001,人工费,系数,1.18,工日,,
580,581,000486,000001,人工费,系数,1.25,工日,,
581,582,000511,000001,人工费,调整,0.066,工日,,
582,583,000511,04030111,绿豆砂,调整,0.078,t,,
583,584,000529,99130511,夯实机(电动) 夯击能力20～62N·m,调整,0.04,台班,,
584,585,000530,04010132,水泥 42.5级,含量,146.16,kg,,
585,586,000531,04010132,水泥 42.5级,含量,164.43,kg,,
586,587,000532,04010132,水泥 42.5级,含量,182.7,kg,,
587,588,000533,04010132,水泥 42.5级,含量,200.97,kg,,
588,589,000534,04010132,水泥 42.5级,含量,219.24,kg,,
589,590,000535,04010132,水泥 42.5级,含量,237.51,kg,,
590,591,000536,04010132,水泥 42.5级,含量,255.78,kg,,
591,592,000537,04010132,水泥 42.5级,含量,274.05,kg,,
592,593,000538,04010132,水泥 42.5级,含量,292.32,kg,,
593,594,000539,04010132,水泥 42.5级,含量,310.59,kg,,
594,595,000540,04010132,水泥 42.5级,含量,328.86,kg,,
595,596,000545,000001,人工费,系数,2.2,工日,,
596,597,000545,99231105,平面水磨石机 功率3kW,系数,0.4,台班,,
597,600,000550,000001,人工费,系数,1.2,工日,,
598,601,000550,J00000,全部机械,系数,1.2,台班,,
599,602,000550,03652403,合金钢切割锯片,系数,1.2,片,,
600,603,000551,03510201,钢钉,系数,0.0,kg,,
601,604,000551,10030311,铝合金收口条,系数,0.0,m,,
602,605,000553,05030600,普通木成材,调整,-0.04,m3,,
603,606,000554,000001,人工费,调整,3.2,工日,,
604,607,000555,000001,人工费,调整,0.06,工日,,
605,608,000555,99210311,木工压刨床 刨削宽度(单面600mm),调整,0.074,台班,,
606,609,000556,000001,人工费,系数,1.2,工日,,
607,610,000556,05070715,防火面板 2440×1220×1.0,系数,1.05,m2,,
608,611,000560,000001,人工费,系数,1.4,工日,,
609,612,000561,000001,人工费,系数,1.25,工日,,
610,613,000561,100000,全部材料,系数,1.25,,,
611,614,000562,000000,全部定额,系数,0.1,,,
612,615,000563,000000,全部定额,系数,0.7,,,
613,616,000564,03052109.1,对穿螺栓,调整,7.46,kg,,
614,617,001000,00010401,人工费,含量,0.13,工日,,
615,618,001001,00010401,人工费,含量,0.18,工日,,
616,619,001002,00010401,人工费,含量,0.33,工日,,
617,620,001003,00010401,人工费,含量,0.51,工日,,
618,621,001004,00010401,人工费,含量,0.15,工日,,
619,622,001005,00010401,人工费,含量,0.24,工日,,
620,623,001006,00010401,人工费,含量,0.41,工日,,
621,624,001007,00010401,人工费,含量,0.62,工日,,
622,625,001008,00010401,人工费,含量,0.17,工日,,
623,626,001009,00010401,人工费,含量,0.25,工日,,
624,627,001010,00010401,人工费,含量,0.48,工日,,
625,628,001011,00010401,人工费,含量,0.73,工日,,
626,629,001012,00010401,人工费,含量,0.23,工日,,
627,630,001013,00010401,人工费,含量,0.34,工日,,
628,631,001014,00010401,人工费,含量,0.39,工日,,
629,632,001015,00010401,人工费,含量,0.5,工日,,
630,633,001016,00010401,人工费,含量,0.34,工日,,
631,634,001017,00010401,人工费,含量,0.43,工日,,
632,635,001018,00010401,人工费,含量,0.5,工日,,
633,636,001019,00010401,人工费,含量,0.62,工日,,
634,637,001020,00010401,人工费,含量,0.59,工日,,
635,638,001021,00010401,人工费,含量,0.67,工日,,
636,639,001022,00010401,人工费,含量,0.72,工日,,
637,640,001023,00010401,人工费,含量,0.91,工日,,
638,641,001024,00010401,人工费,含量,0.91,工日,,
639,642,001025,00010401,人工费,含量,0.95,工日,,
640,643,001026,00010401,人工费,含量,1.0,工日,,
641,644,001027,00010401,人工费,含量,1.25,工日,,
642,645,001028,00010401,人工费,含量,0.28,工日,,
643,646,001029,00010401,人工费,含量,0.39,工日,,
644,647,001030,00010401,人工费,含量,0.48,工日,,
645,648,001031,00010401,人工费,含量,0.59,工日,,
646,649,001032,00010401,人工费,含量,0.39,工日,,
647,650,001033,00010401,人工费,含量,0.48,工日,,
648,651,001034,00010401,人工费,含量,0.58,工日,,
649,652,001035,00010401,人工费,含量,0.72,工日,,
650,653,001036,00010401,人工费,含量,0.7,工日,,
651,654,001037,00010401,人工费,含量,0.78,工日,,
652,655,001038,00010401,人工费,含量,0.91,工日,,
653,656,001039,00010401,人工费,含量,1.13,工日,,
654,657,001040,00010401,人工费,含量,1.07,工日,,
655,658,001041,00010401,人工费,含量,1.11,工日,,
656,659,001042,00010401,人工费,含量,1.19,工日,,
657,660,001043,00010401,人工费,含量,1.48,工日,,
658,661,001044,00010401,人工费,含量,0.28,工日,,
659,662,001045,00010401,人工费,含量,0.39,工日,,
660,663,001046,00010401,人工费,含量,0.45,工日,,
661,664,001047,00010401,人工费,含量,0.59,工日,,
662,665,001048,00010401,人工费,含量,0.38,工日,,
663,666,001049,00010401,人工费,含量,0.5,工日,,
664,667,001050,00010401,人工费,含量,0.56,工日,,
665,668,001051,00010401,人工费,含量,0.72,工日,,
666,669,001052,00010401,人工费,含量,0.67,工日,,
667,670,001053,00010401,人工费,含量,0.77,工日,,
668,671,001054,00010401,人工费,含量,0.82,工日,,
669,672,001055,00010401,人工费,含量,1.07,工日,,
670,673,001056,00010401,人工费,含量,1.02,工日,,
671,674,001057,00010401,人工费,含量,1.11,工日,,
672,675,001058,00010401,人工费,含量,1.13,工日,,
673,676,001059,00010401,人工费,含量,1.48,工日,,
674,677,001060,00010401,人工费,含量,0.32,工日,,
675,678,001061,00010401,人工费,含量,0.48,工日,,
676,679,001062,00010401,人工费,含量,0.54,工日,,
677,680,001063,00010401,人工费,含量,0.7,工日,,
678,681,001064,00010401,人工费,含量,0.45,工日,,
679,682,001065,00010401,人工费,含量,0.59,工日,,
680,683,001066,00010401,人工费,含量,0.67,工日,,
681,684,001067,00010401,人工费,含量,0.87,工日,,
682,685,001068,00010401,人工费,含量,0.78,工日,,
683,686,001069,00010401,人工费,含量,0.92,工日,,
684,687,001070,00010401,人工费,含量,0.95,工日,,
685,688,001071,00010401,人工费,含量,1.23,工日,,
686,689,001072,00010401,人工费,含量,1.2,工日,,
687,690,001073,00010401,人工费,含量,1.31,工日,,
688,691,001074,00010401,人工费,含量,1.32,工日,,
689,692,001075,00010401,人工费,含量,1.73,工日,,
690,693,000039,100000,全部材料,系数,0.0,,,
691,694,000040,100000,全部材料,系数,0.0,,,
692,695,000039,99051703,挤压式灰浆输送泵 输送量3m3/h,系数,0.0,台班,,
693,696,000039,99050503,灰浆搅拌机 拌筒容量200L,系数,0.0,台班,,
694,697,000040,99051703,挤压式灰浆输送泵 输送量3m3/h,系数,0.0,台班,,
695,698,000040,99050503,灰浆搅拌机 拌筒容量200L,系数,0.0,台班,,
696,699,002009,03550205,镀锌铁丝网 10×10×0.9,系数,0.0,m2,,
697,700,002020,000001,人工费,系数,0.0,,,
698,701,002020,J00000,交流弧焊机 容量30kVA,除此机械外,0.0,,99250304,1
699,702,000082,000001,人工费,系数,1.15,工日,,
700,703,000082,04150113,蒸压加气混凝土砌块,系数,1.05,m3,,
701,704,000082,04150115,蒸压加气混凝土砌块,系数,1.05,m3,,
702,705,000082,04150111,蒸压加气混凝土砌块,系数,1.05,m3,,
703,706,000082,04150405,粉煤灰硅酸盐砌块,系数,1.05,m3,,
704,707,000082,04150406,粉煤灰硅酸盐砌块,系数,1.05,m3,,
705,708,000082,04150407,粉煤灰硅酸盐砌块,系数,1.05,m3,,
706,709,000082,04150417,粉煤灰硅酸盐砌块,系数,1.05,m3,,
707,710,000082,04135535,配砖,系数,1.05,m3,,
708,711,00008A,04150153,蒸压砂加气混凝土砌块,系数,1.05,m3,,
709,712,00008A,04150154,蒸压砂加气混凝土砌块,系数,1.05,m3,,
710,713,00008A,04150155,蒸压砂加气混凝土砌块,系数,1.05,m3,,
711,714,00008A,04150156,蒸压砂加气混凝土砌块,系数,1.05,m3,,
712,715,00008B,04150606,混凝土小型空心砌块,系数,1.05,m3,,
713,716,00008B,04150605,混凝土小型空心砌块,系数,1.05,m3,,
714,717,00008B,04150604,混凝土小型空心砌块,系数,1.05,m3,,
715,718,00008C,04150720,轻骨料混凝土小型空心砌块,系数,1.05,m3,,
716,719,00008C,04135506,六孔砖,系数,1.05,m3,,
717,720,00008C,04135521,多孔砖,系数,1.05,m3,,
718,721,00008D,04135523,多孔砖,系数,1.05,m3,,
719,722,00008D,04135525,多孔砖,系数,1.05,m3,,
720,723,00008E,04135505,三孔砖,系数,1.05,m3,,
721,724,00008E,04135507,九孔砖,系数,1.05,m3,,
722,725,00008E,04135506,六孔砖,系数,1.05,m3,,
723,726,00008F,04130904,KP1砖,系数,1.05,m3,,
724,727,00008F,04130917,KP1砖,系数,1.05,m3,,
725,728,00008F,04130913,KP1砖,系数,1.05,m3,,
726,729,00008G,04131108,页岩模数多孔砖,系数,1.05,m3,,
727,730,00008G,04131105,页岩模数多孔砖,系数,1.05,m3,,
728,731,00008G,04131106,页岩模数多孔砖,系数,1.05,m3,,
729,732,00008G,04131107,页岩模数多孔砖,系数,1.05,m3,,
730,733,00008A,000001,人工费,系数,1.15,工日,,
731,734,00008B,000001,人工费,系数,1.15,工日,,
732,735,00008C,000001,人工费,系数,1.15,工日,,
733,736,00008D,000001,人工费,系数,1.15,工日,,
734,737,00008E,000001,人工费,系数,1.15,工日,,
735,738,00008F,000001,人工费,系数,1.15,工日,,
736,739,00008G,000001,人工费,系数,1.15,工日,,
737,740,000096,00010301,二类工,系数,1.25,工日,,
738,741,00009A,00010301,二类工,系数,1.25,工日,,
739,742,000141,000001,人工费,系数,1.43,工日,,
740,743,000141,99090508,汽车式起重机 提升质量20t,系数,1.43,台班,,
741,744,000141,99090512,汽车式起重机 提升质量40t,系数,1.43,台班,,
742,745,000141,99090509,汽车式起重机 提升质量25t,系数,1.43,工日,,
743,746,000141,99090513,汽车式起重机 提升质量50t,系数,1.43,台班,,
744,747,000143,000001,人工费,系数,1.18,工日,,
745,748,000143,99090106,履带式起重机 提升质量15t,系数,1.18,台班,,
746,749,000143,99090108,履带式起重机 提升质量25t,系数,1.18,台班,,
747,750,000143,99090111,履带式起重机 提升质量50t,系数,1.18,工日,,
748,751,000144,000001,人工费,系数,1.18,工日,,
749,752,000144,99090508,汽车式起重机 提升质量20t,系数,1.18,台班,,
750,753,000144,99090509,汽车式起重机 提升质量25t,系数,1.18,工日,,
751,754,000144,99090513,汽车式起重机 提升质量50t,系数,1.18,台班,,
752,755,000151,000001,人工费,系数,1.4,工日,,
753,756,000151,100000,全部材料,系数,2.0,,,
754,757,000151,99090106,履带式起重机 提升质量15t,系数,1.4,台班,,
755,758,000151,99090108,履带式起重机 提升质量25t,系数,1.4,台班,,
756,759,000151,99090111,履带式起重机 提升质量50t,系数,1.4,台班,,
757,760,002075,03630703,滑轮,系数,0.0,个,,
758,761,002075,03530105,轴承,系数,0.0,个,,
759,762,002075,03530106,轴承,系数,0.0,个,,
760,763,000541,000000,全部定额,系数,0.5,,,
761,764,002084,000001,人工费,调整,-0.0765,工日,,
762,765,002084,12310309,草酸,系数,0.0,kg,,
763,766,002084,12070307,硬白醋,系数,0.0,kg,,
764,767,000546,801303,石子浆,商品砼调整,0.01,m3,,
765,768,002088,06010102,平板玻璃,系数,0.0,m2,,
766,769,000281,80050126,混合砂浆 1:0.1:2.5,系数,0.0,m3,,
767,770,000281,80050128,混合砂浆 1:0.2:2,系数,0.0,m3,,
768,771,000281,80110303,素水泥浆,调整,0.051,m3,,
769,772,000282,80110303,素水泥浆,调整,0.054,m3,,
770,773,000282,80050126,混合砂浆 1:0.1:2.5,系数,0.0,m3,,
771,774,000283,80050126,混合砂浆 1:0.1:2.5,系数,0.0,m3,,
772,775,000283,80110303,素水泥浆,调整,0.003,m3,,
773,776,002111,000001,人工费,调整,-0.67,工日,,
774,777,002111,05030600,普通木成材,含量,0.063,m3,,
775,778,002112,000001,人工费,调整,-0.67,工日,,
776,779,002112,05030600,普通木成材,含量,0.075,m3,,
777,780,002113,000001,人工费,调整,-0.67,工日,,
778,781,002113,05030600,普通木成材,含量,0.161,m3,,
779,782,002114,000001,人工费,调整,-0.67,工日,,
780,783,002114,05030600,普通木成材,含量,0.124,m3,,
781,784,002129,09493547,门夹,系数,0.0,m,,
782,785,000392,05050107,胶合板 2440×1220×3,系数,0.0,m2,,
783,786,000392,05050105,胶合板 910×2130×3,含量,19.57,m2,,
784,787,000392,05050131,胶合板边角料回收,系数,0.0,m2,,
785,788,002162,05050107,胶合板 2440×1220×3,系数,0.0,m2,,
786,789,002162,05050105,胶合板 910×2130×3,含量,22.02,m2,,
787,790,002162,05050131,胶合板边角料回收,系数,0.0,m2,,
788,791,002163,05050107,胶合板 2440×1220×3,系数,0.0,m2,,
789,792,002163,05050105,胶合板 910×2130×3,含量,15.16,m2,,
790,793,002163,05050131,胶合板边角料回收,系数,0.0,m2,,
791,794,002164,05050107,胶合板 2440×1220×3,系数,0.0,m2,,
792,795,002164,05050105,胶合板 910×2130×3,含量,17.75,m2,,
793,796,002164,05050131,胶合板边角料回收,系数,0.0,m2,,
794,797,002166,09492513,插销,系数,0.0,套,,
795,798,002166,09492509,插销,系数,0.0,套,,
796,799,002166,09492505,插销,系数,0.0,套,,
797,800,000372,000001,人工费,调整,0.32,工日,,
798,801,000372,12413518,901胶,调比,30.0,kg,,
799,802,000372,12410703,羧甲基纤维素,调比,30.0,kg,,
800,803,000372,04090801,石膏粉 325目,调比,30.0,kg,,
801,804,000372,11430327,钛白粉,调比,30.0,kg,,
802,805,000372,04090602,滑石粉,调比,30.0,kg,,
803,806,000372,04010701,白水泥,调比,30.0,kg,,
804,807,000373,000001,人工费,调整,0.165,工日,,
805,808,000373,11010304,内墙乳胶漆,调整,1.2,kg,,
806,809,002170,000001,人工费,系数,1.25,工日,,
807,810,002170,100000,全部材料,系数,1.25,,,
808,811,002187,000000,全部定额,系数,0.2,,,
809,812,002191,000000,全部定额,系数,0.2,,,
810,813,000435,000001,人工费,系数,1.2,工日,,
811,814,000435,32020132,钢管支撑,系数,1.1,kg,,
812,815,000435,32020115,卡具,系数,1.1,kg,,
813,816,000452,99091943,卷扬机带塔 牵引力1t，H=40m,系数,0.0,台班,,
814,817,000452,99091301,自升式塔式起重机 起重力矩315kN.m,含量,0.811,台班,,
815,818,000453,99091302,自升式塔式起重机 起重力矩400kN.m,含量,0.827,台班,,
816,819,000453,99091943,卷扬机带塔 牵引力1t，H=40m,系数,0.0,台班,,
817,820,000454,99091943,卷扬机带塔 牵引力1t，H=40m,系数,0.0,台班,,
818,821,000454,99091301,自升式塔式起重机 起重力矩315kN.m,含量,0.873,台班,,
819,822,000455,99091304,自升式塔式起重机 起重力矩630kN.m,含量,0.899,台班,,
820,823,000455,99091943,卷扬机带塔 牵引力1t，H=40m,系数,0.0,台班,,
821,824,002206,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
822,825,002206,99091304,自升式塔式起重机 起重力矩630kN.m,含量,0.643,台班,,
823,826,002207,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
824,827,002207,99091305,自升式塔式起重机 起重力矩800kN.m,含量,0.743,台班,,
825,828,002208,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
826,829,002208,99091305,自升式塔式起重机 起重力矩800kN.m,含量,0.819,台班,,
827,830,002209,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
828,831,002209,99091305,自升式塔式起重机 起重力矩800kN.m,含量,0.893,台班,,
829,832,002210,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
830,833,002210,99091307,自升式塔式起重机 起重力矩1250kN.m,含量,0.954,台班,,
831,834,002211,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
832,835,002211,99091307,自升式塔式起重机 起重力矩1250kN.m,含量,1.009,台班,,
833,836,002212,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
834,837,002212,99091310,自升式塔式起重机 起重力矩2500kN.m,含量,1.062,台班,,
835,838,002213,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
836,839,002213,99091310,自升式塔式起重机 起重力矩2500kN.m,含量,1.11,台班,,
837,840,002214,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
838,841,002214,99091310,自升式塔式起重机 起重力矩2500kN.m,含量,1.161,台班,,
839,842,002215,99091943,卷扬机带塔 牵引力1t，H=40m,系数,0.0,台班,,
840,843,002215,99091304,自升式塔式起重机 起重力矩630kN.m,含量,0.781,台班,,
841,844,002216,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
842,845,002216,99091305,自升式塔式起重机 起重力矩800kN.m,含量,0.702,台班,,
843,846,002217,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
844,847,002217,99091305,自升式塔式起重机 起重力矩800kN.m,含量,0.774,台班,,
845,848,002218,99092313,双笼施工电梯 提升质量2×1t，提升高度100m,系数,0.0,台班,,
846,849,002218,99091305,自升式塔式起重机 起重力矩800kN.m,含量,0.844,台班,,
847,850,002219,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
848,851,002219,99091307,自升式塔式起重机 起重力矩1250kN.m,含量,0.901,台班,,
849,852,002220,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
850,853,002220,99091307,自升式塔式起重机 起重力矩1250kN.m,含量,0.952,台班,,
851,854,002221,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
852,855,002221,99091310,自升式塔式起重机 起重力矩2500kN.m,含量,1.004,台班,,
853,856,002222,99092316,双笼施工电梯 提升质量2×2t，提升高度200m,系数,0.0,台班,,
854,857,002222,99091310,自升式塔式起重机 起重力矩2500kN.m,含量,1.049,台班,,
855,858,000457,J00000,全部机械,系数,0.96,台班,,
856,859,000458,J00000,卷扬机带塔 牵引力1t，H=40m,除此机械外,0.92,台班,99091943,1
857,860,000459,J00000,双笼施工电梯 提升质量2×1t，提升高度100m,除此机械外,0.92,台班,99092313,1
858,861,000460,J00000,双笼施工电梯 提升质量2×2t，提升高度200m,除此机械外,0.92,台班,99092316,1
859,862,002195,26EXP001,塑料卡,调整,30.0,只,,
860,863,002223,10450515,纯铜箔140×140,换材料系数,1.0,张,10450518,1
861,864,000193,066121,瓷砖,商品砼系数,1.01,百块,,
862,865,000193,241503,瓷板,商品砼系数,1.01,百块,,
863,866,000193,070303,铸石板,商品砼系数,1.01,工日,,
864,867,000193,070101,花岗岩,商品砼系数,1.01,百块,,
865,868,000193,071121,花岗岩地坪石,商品砼系数,1.01,百块,,
866,869,000067,8021,使用商品砼,使用泵送,0.0,m3,,
867,870,000070,8021,使用商品砼,使用非泵送,0.0,m3,,
868,871,000248,8021,使用商品砼,使用非泵送,0.0,m3,,
869,872,000249,8021,使用商品砼,使用非泵送,0.0,m3,,
870,873,000250,8021,使用商品砼,使用泵送,0.0,m3,,
871,874,000251,8021,使用商品砼,使用泵送,0.0,m3,,
872,875,000248,13-19,调用叠加子目的备注,叠加备注,0.0,,000249,
873,876,000250,13-19,调用叠加子目的备注,叠加备注,0.0,,000251,
874,877,0B0001,000001,人工费,系数,1.15,工日,,
875,878,0B0001,J00000,全部机械,系数,1.15,台班,,
876,879,0B0002,000001,人工费,系数,1.4,工日,,
877,880,0B0002,J00000,全部机械,系数,1.4,台班,,
878,881,002096,000001,人工费,系数,1.2,工日,,
879,882,0B0008,000000,全部定额,系数,0.7,,,
880,883,0B0011,80010124,(水泥砂浆 比例 1:2.5),调整,0.041,m3,,
881,884,0B0011,LJCL6002,喷涂抹灰石膏,调整,-0.041,t,,
882,885,0B0012,000001,人工费,系数,1.8,工日,,
883,886,0B0012,J00000,全部机械,系数,1.8,台班,,
884,887,0B0013,000001,人工费,系数,1.15,工日,,
885,888,0B0014,000001,人工费,系数,1.5,工日,,
886,889,0B0015,000000,全部定额,系数,0.3,,,
887,890,0B0016,000000,全部定额,系数,0.3,,,
888,891,0B0017,000000,全部定额,系数,0.4,,,
889,892,0B0018,000000,全部定额,系数,0.7,,,
890,893,0B0019,000000,全部定额,系数,0.7,,,
891,894,0B0020,000001,人工费,调比,20.0,工日,,
892,895,0B0025,000001,人工费,系数,0.8,工日,,
893,896,0B0029,000001,人工费,调比,10.0,工日,,
894,897,0B0044,000001,人工费,系数,1.1,工日,,
895,898,0B0047,000001,人工费,调整,0.06,工日,,
896,899,0B0047,99210311,木工压刨床 刨削宽度(单面600mm),含量,0.07,台班,,
897,900,0B0049,000001,人工费,调比,15.0,工日,,
898,901,0B0050,000001,人工费,调比,50.0,工日,,
899,902,0B0056,000001,人工费,调整,0.15,工日,,
900,903,0B0058,000001,人工费,系数,1.1,工日,,
901,904,0C0001,000001,人工费,系数,1.2,工日,,
902,905,0C0001,99052107,混凝土振捣器 插入式,系数,1.2,台班,,
903,906,0C0002,000001,人工费,系数,1.3,工日,,
904,907,0C0002,99052108,混凝土振捣器 平板式,系数,1.3,台班,,
905,908,0C0003,000001,人工费,系数,1.3,工日,,
906,909,0C0003,99250707,对焊机 容量75kVA,系数,1.3,台班,,
907,910,0C0003,99250304,交流弧焊机 容量30kVA,系数,1.3,台班,,
908,911,0C0004,000001,人工费,系数,1.2,工日,,
909,912,0C0004,100000,全部材料,系数,2.0,,,
910,913,0C0005,000001,人工费,系数,1.3,工日,,
911,914,0C0005,100000,全部材料,系数,1.3,,,
912,915,0C0006,000001,人工费,系数,1.2,工日,,
913,916,0C0006,100000,全部材料,系数,1.4,,,
914,917,0C0007,000001,人工费,系数,0.75,工日,,
915,918,0C0008,000000,全部定额,系数,0.8,,,
916,919,002021,31130106,其它材料费,调整,2.0,元,,
917,920,0B0067,000001,人工费,系数,1.15,工日,,
918,921,yb0001,000001,人工费,系数,1.25,工日,,0
919,922,yb0001,J00000,全部机械,系数,1.25,台班,,0
920,923,yb0002,000001,人工费,系数,1.1,工日,,0
921,924,yb0002,J00000,全部机械,系数,1.1,台班,,0
922,925,0B0071,000001,人工费,调整,0.5,工日,,0
923,926,0B0071,03590715,镀锌连接铁件,调整,0.07457,t,,0
924,927,0B0075,000001,人工费,系数,1.1,工日,,0
925,928,SZBC01,32030303,脚手钢管,系数,1.9,kg,,
926,929,SZBC01,32030504,底座,系数,1.9,个,,
927,930,SZBC01,32030513,脚手架扣件,系数,1.9,个,,
928,931,SZBC02,32030303,脚手钢管,系数,1.6,kg,,
929,932,SZBC02,32030504,底座,系数,1.6,个,,
930,933,SZBC02,32030513,脚手架扣件,系数,1.6,个,,
931,934,SZBC03,32030303,脚手钢管,系数,1.7,kg,,
932,935,SZBC03,32030504,底座,系数,1.7,个,,
933,936,SZBC03,32030513,脚手架扣件,系数,1.7,个,,
934,937,SZBC04,32030303,脚手钢管,系数,1.45,kg,,
935,938,SZBC04,32030504,底座,系数,1.45,个,,
936,939,SZBC04,32030513,脚手架扣件,系数,1.45,个,,
937,940,SZBC05,32030303,脚手钢管,系数,1.5,kg,,
938,941,SZBC05,32030504,底座,系数,1.5,个,,
939,942,SZBC05,32030513,脚手架扣件,系数,1.5,个,,
940,943,SZBC06,32030303,脚手钢管,系数,1.3,kg,,
941,944,SZBC06,32030504,底座,系数,1.3,个,,
942,945,SZBC06,32030513,脚手架扣件,系数,1.3,个,,
943,946,SZBC07,32020132,钢管支撑,系数,1.5,kg,,
944,947,SZBC07,32020115,零星卡具,系数,1.5,kg,,
945,948,SZBC08,32020132,钢管支撑,系数,1.3,kg,,
946,949,SZBC08,32020115,零星卡具,系数,1.3,kg,,
947,950,NTBC01,000001,人工费,系数,1.15,,,
948,951,NTBC01,100000,全部材料,系数,1.6,,,
949,952,NTBC02,000001,人工费,系数,1.15,,,
950,953,NTBC02,100000,全部材料,系数,1.5,,,
951,954,NTBC03,000001,人工费,系数,1.15,,,
952,955,NTBC03,100000,全部材料,系数,1.3,,,
953,956,NTBC04,000001,人工费,系数,1.15,,,
954,957,NTBC04,32020132,钢管支撑,系数,1.3,kg,,
955,958,NTBC04,32020115,零星卡具,系数,1.3,kg,,
956,959,TZBC01,000001,人工费,调整,-0.6,工日,,0
957,960,SZBC09,100000,全部材料,系数,1.9,,,
958,961,SZBC10,100000,全部材料,系数,3.5,,,
959,962,SZBC11,100000,全部材料,系数,1.6,,,
960,963,SZBC12,100000,全部材料,系数,1.3,,,
961,964,SZBC13,32020132,钢管支撑,系数,4.0,kg,,
962,965,SZBC13,32020115,零星卡具,系数,4.0,kg,,
963,966,TZBC13,32020132,钢管支撑,系数,4.0,kg,,
964,967,TZBC13,32020115,零星卡具,系数,4.0,kg,,
965,968,WXBC01,000001,人工费,系数,1.15,,,
966,969,WXBC01,100000,全部材料,系数,1.3,,,
967,970,ZP0001,000001,所有人工,系数,1.2,,,0
968,971,ZP0001,99052107,混凝土振捣器 插入式,系数,1.2,,,3
969,972,ZP0002,000001,所有人工,系数,1.2,,,0
970,973,ZP0002,99052107,混凝土振捣器 插入式,系数,1.2,,,3
971,974,ZP0003,000001,所有人工,系数,1.3,,,0
972,975,ZP0003,99052108,混凝土振捣器 平板式,系数,1.3,,,3
973,976,ZP0004,000001,所有人工,系数,1.3,,,0
974,977,ZP0004,99052108,混凝土振捣器 平板式,系数,1.3,,,3
975,978,ZP0005,000001,所有人工,系数,1.3,,,0
976,979,ZP0005,99250304,交流弧焊机 容量30kVA,系数,1.3,,,3
977,980,ZP0005,99250306,交流弧焊机 容量40kVA,系数,1.3,,,3
978,981,ZP0005,99250342,自动埋弧焊机 电流1200A,系数,1.3,,,3
979,982,ZP0005,99250707,对焊机 容量75kVA,系数,1.3,,,3
980,983,ZP0005,99250506,点焊机 容量长臂75kVA,系数,1.3,,,3
981,984,ZP0006,000001,所有人工,系数,1.3,,,0
982,985,ZP0006,99250304,交流弧焊机 容量30kVA,系数,1.3,,,3
983,986,ZP0006,99250306,交流弧焊机 容量40kVA,系数,1.3,,,3
984,987,ZP0006,99250342,自动埋弧焊机 电流1200A,系数,1.3,,,3
985,988,ZP0006,99250707,对焊机 容量75kVA,系数,1.3,,,3
986,989,ZP0006,99250506,点焊机 容量长臂75kVA,系数,1.3,,,3
987,990,ZP0007,000001,所有人工,系数,1.3,,,0
988,991,ZP0007,99250304,交流弧焊机 容量30kVA,系数,1.3,,,3
989,992,ZP0007,99250306,交流弧焊机 容量40kVA,系数,1.3,,,3
990,993,ZP0007,99250342,自动埋弧焊机 电流1200A,系数,1.3,,,3
991,994,ZP0007,99250707,对焊机 容量75kVA,系数,1.3,,,3
992,995,ZP0007,99250506,点焊机 容量长臂75kVA,系数,1.3,,,3
993,996,ZP0008,000001,所有人工,系数,1.3,,,0
994,997,ZP0008,99250304,交流弧焊机 容量30kVA,系数,1.3,,,3
995,998,ZP0008,99250306,交流弧焊机 容量40kVA,系数,1.3,,,3
996,999,ZP0008,99250342,自动埋弧焊机 电流1200A,系数,1.3,,,3
997,1000,ZP0008,99250707,对焊机 容量75kVA,系数,1.3,,,3
998,1001,ZP0008,99250506,点焊机 容量长臂75kVA,系数,1.3,,,3
999,1002,ZP0009,000001,所有人工,系数,1.3,,,0
1000,1003,ZP0009,99250304,交流弧焊机 容量30kVA,系数,1.3,,,3
1001,1004,ZP0009,99250306,交流弧焊机 容量40kVA,系数,1.3,,,3
1002,1005,ZP0009,99250342,自动埋弧焊机 电流1200A,系数,1.3,,,3
1003,1006,ZP0009,99250707,对焊机 容量75kVA,系数,1.3,,,3
1004,1007,ZP0009,99250506,点焊机 容量长臂75kVA,系数,1.3,,,3
1005,1008,ZP0010,000001,所有人工,系数,1.2,,,0
1006,1009,ZP0010,100000,所有材料,系数,2.0,,,0
1007,1010,ZP0011,000001,所有人工,系数,1.2,,,0
1008,1011,ZP0011,100000,所有材料,系数,2.0,,,0
1009,1012,ZP0012,000001,所有人工,系数,1.3,,,0
1010,1013,ZP0012,100000,所有材料,系数,1.3,,,0
1011,1014,ZP0013,000001,所有人工,系数,1.3,,,0
1012,1015,ZP0013,100000,所有材料,系数,1.3,,,0
1013,1016,ZP0014,000001,所有人工,系数,1.2,,,0
1014,1017,ZP0014,100000,所有材料,系数,1.4,,,0
1015,1018,ZP0015,000001,所有人工,系数,0.75,,,0
1016,1019,ZP0016,000001,所有人工,系数,1.3,,,0
1017,1020,ZP0016,J00000,所有机械,系数,1.3,,,0
1018,1021,ZP0017,000001,所有人工,系数,1.2,,,0
1019,1022,ZP0017,J00000,所有机械,系数,1.2,,,0
1020,1023,ZP0018,000001,所有人工,系数,1.2,,,0
1021,1024,ZP0019,000000,所有人材机 ,系数,0.8,,,0
1022,1025,ZP0020,000001,所有人工,系数,1.2,,,0
1023,1026,NJBC01,000001,所有人工,系数,1.15,,,0
1024,1027,NJBC01,32030303,脚手钢管,系数,1.6,kg,,2
1025,1028,NJBC01,32030504,底座,系数,1.6,个,,2
1026,1029,NJBC01,32030513,脚手架扣件,系数,1.6,个,,2
1027,1030,NJBC02,000001,所有人工,系数,1.15,,,0
1028,1031,NJBC02,32030303,脚手钢管,系数,1.5,kg,,2
1029,1032,NJBC02,32030504,底座,系数,1.5,个,,2
1030,1033,NJBC02,32030513,脚手架扣件,系数,1.5,个,,2
1031,1034,NJBC03,000001,所有人工,系数,1.15,,,0
1032,1035,NJBC03,32030303,脚手钢管,系数,1.3,kg,,2
1033,1036,NJBC03,32030504,底座,系数,1.3,个,,2
1034,1037,NJBC03,32030513,脚手架扣件,系数,1.3,个,,2
1035,1038,NJBC04,000001,所有人工,系数,1.1,,,0
1036,1039,NJBC04,32020132,钢管支撑,系数,1.5,kg,,2
1037,1040,NJBC04,32020115,零星卡具,系数,1.5,kg,,2
1038,1041,SZBC14,000001,人工费,系数,1.1,工日,,0
1039,1042,SZBC14,J00000,全部机械,系数,1.1,台班,,0
1040,1043,SZBC15,000001,人工费,系数,1.1,工日,,0
1041,1044,SZBC15,J00000,全部机械,系数,1.1,台班,,0
1042,1045,CZBC01,000001,人工费,系数,1.15,,,
1043,1046,CZBC01,100000,全部材料,系数,1.4,,,
1044,1047,0B0104,000001,人工费,系数,0.3,,,
1045,1048,0B0104,100000,全部材料,系数,0.0,,,
1046,1049,0B0104,99030903,三轴式深层搅拌机,系数,0.3,,,
1047,1050,0B0104,99051705,挤压式灰浆输送泵 输送量5m3/h,系数,0.0,,,
1048,1051,0B0104,99050503,灰浆搅拌机 拌筒容量200L,系数,0.0,,,
1049,1052,0B0104,99433310,电动空气压缩机 排气量10m3/min,系数,0.0,,,
1050,1053,0B0105,000001,人工费,系数,0.3,,,
1051,1054,0B0105,100000,全部材料,系数,0.0,,,
1052,1055,0B0105,J00000,全部机械,系数,0.3,,,
1053,1056,SBZP01,000001,所有人工,系数,1.1,,,0
1054,1057,SBZP02,000001,所有人工,系数,1.3,,,0
1055,1058,SBZP03,000001,所有人工,系数,1.2,,,0
1056,1059,SBZP04,000001,所有人工,系数,1.3,,,0
1057,1060,SBZP05,000001,所有人工,系数,1.1,,,0
1058,1061,SBZP06,000001,所有人工,系数,1.6,,,0
1059,1062,SBZP06,08350401,F型铝合金龙骨,系数,1.1,m,,0
1060,1063,000601,99091301,自升式塔式起重机 起重力矩315kNm,系数,0.92,台班,,3
1061,1064,000601,99091302,自升式塔式起重机 起重力矩400kNm,系数,0.92,台班,,3
1062,1065,000601,99091304,自升式塔式起重机 起重力矩630kNm,系数,0.92,台班,,3
1063,1066,000601,99091305,自升式塔式起重机 起重力矩800kNm,系数,0.92,台班,,3
1064,1067,000601,99091307,自升式塔式起重机 起重力矩1250kNm,系数,0.92,台班,,3
1065,1068,000601,99091310,自升式塔式起重机 起重力矩2500kNm,系数,0.92,台班,,3
1066,1069,SBZN01,000001,所有人工,系数,1.1,,,0
1067,1070,SBZN01,J00000,所有机械,系数,1.1,,,0
1068,1071,SBZN02,000001,所有人工,系数,1.1,,,0
1069,1072,SBZN02,J00000,所有机械,系数,1.1,,,0