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+,ID,BZBH,BH,MC,LB,SL,DW,XBH,Flag
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+0,1,000001,000001,人工费,系数,1.05,工日,,
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+1,2,000002,000001,人工费,系数,1.25,工日,,
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+2,3,000003,000001,人工费,系数,1.15,工日,,
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+3,4,000004,000001,人工费,调整,0.6,工日,,
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+4,5,000005,000001,人工费,调整,1.0,工日,,
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+5,6,000006,000001,人工费,系数,0.56,工日,,
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+6,7,000006,0330145,圆木,含量,1.05,m3,,
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+7,8,000007,0330145,圆木,系数,1.05,m3,,
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+8,9,000009,000001,人工费,系数,1.1,工日,,
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+9,10,000010,000001,人工费,系数,0.95,工日,,
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+10,11,000012,000001,人工费,系数,1.35,工日,,
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+11,12,000016,000001,人工费,系数,0.56,工日,,
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+12,13,000016,0330050,结构成材 枋板材,含量,1.05,m3,,
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+13,14,000019,0330050,结构成材 枋板材,系数,0.65,m3,,
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+14,15,000019,000001,人工费,系数,0.8,工日,,
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+15,16,000020,0330050,结构成材 枋板材,系数,2.3,m3,,
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+16,17,000020,000001,人工费,系数,1.44,工日,,
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+17,18,000021,0330050,结构成材 枋板材,系数,1.2,m3,,
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+18,19,000021,000001,人工费,系数,1.05,工日,,
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+19,20,000022,0330050,结构成材 枋板材,系数,1.3,m3,,
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+20,21,000022,000001,人工费,系数,1.08,工日,,
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+21,22,000023,0330050,结构成材 枋板材,系数,1.35,m3,,
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+22,23,000023,000001,人工费,系数,1.09,工日,,
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+23,24,000024,000000,全部定额,系数,1.0166,,,
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+24,25,000025,0330050,结构成材 枋板材,含量,0.349,m3,,
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+25,26,000026,0330050,结构成材 枋板材,含量,0.345,m3,,
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+26,27,000027,0330050,结构成材 枋板材,含量,0.317,m3,,
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+27,28,000028,0330050,结构成材 枋板材,含量,0.254,m3,,
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+28,29,000029,0330050,结构成材 枋板材,含量,0.3,m3,,
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+29,30,000030,0330050,结构成材 枋板材,含量,0.295,m3,,
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+30,31,000032,0330050,结构成材 枋板材,调整,0.009,m3,,
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+31,32,000033,0330050,结构成材 枋板材,调整,-0.006,m3,,
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+32,33,000034,000001,人工费,系数,2.11,工日,,
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+33,34,000034,100000,全部材料,系数,2.11,,,
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+34,35,000035,000001,人工费,系数,1.74,工日,,
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+35,36,000035,100000,全部材料,系数,2.0,,,
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+36,37,000036,0530471,山砂,含量,0.0,t,,
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+37,38,000036,000001,人工费,系数,1.3,工日,,
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+38,39,000037,0530720,中砂,含量,0.0,t,,
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+39,40,000037,000001,人工费,系数,1.3,工日,,
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+40,41,000038,000001,人工费,系数,1.5,工日,,
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+41,42,000039,0530470,砂(黄砂),含量,0.0,t,,
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+42,43,000039,62653,水泥砂浆1:3,调整,0.53,m3,,
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+43,44,000039,000001,人工费,调整,0.05,工日,,
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+44,45,000039,J1610,灰浆拌和机 200L,含量,0.212,台班,,
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+45,46,000040,0530471,山砂,含量,0.0,t,,
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+46,47,000040,000001,人工费,系数,1.3,工日,,
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+47,48,000041,000000,全部定额,系数,0.6,,,
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+48,49,000042,000000,全部定额,系数,1.05,,,
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+49,50,000043,100000,全部材料,系数,6.0,,,
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+50,51,000044,100000,全部材料,系数,3.0,,,
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+51,52,000045,0530471,山砂,含量,0.0,t,,
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+52,53,000045,000001,人工费,系数,1.3,工日,,
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+53,54,000046,000001,人工费,调整,-0.02,工日,,
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+54,55,000047,000001,人工费,调整,0.01,工日,,
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+55,56,000048,000001,人工费,系数,0.7,工日,,
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+56,57,000049,000001,人工费,系数,7.0,工日,,
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+57,58,000050,000001,人工费,系数,0.9,工日,,
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+58,59,000051,000001,人工费,系数,1.05,工日,,
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+59,60,000053,62632,水泥砂浆1:2,调整,0.55,m3,,
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+60,61,000053,000001,人工费,调整,0.69,工日,,
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+61,62,000053,63222,801胶素水泥浆,调整,0.004,m3,,
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+62,63,000053,J1610,灰浆拌和机 200L,调整,0.22,台班,,
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+63,64,000054,0630011,L铁角 150mm,含量,0.0,个,,
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+64,65,000054,0630012,L铁角 75mm,含量,0.0,个,,
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+65,66,000054,0630020,T铁角 150mm,含量,0.0,个,,
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+66,67,000054,0730041,木螺丝 16mm,含量,0.0,百只,,
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+67,68,000055,000001,人工费,系数,1.55,工日,,
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+68,69,000056,000001,人工费,系数,1.24,工日,,
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+69,70,000057,000001,人工费,系数,0.92,工日,,
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+70,71,000058,000001,人工费,调整,0.15,工日,,
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+71,72,000059,000001,人工费,系数,1.03,工日,,
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+72,73,000060,000001,人工费,系数,1.08,工日,,
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+73,74,000061,000001,人工费,系数,1.13,工日,,
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+74,75,000062,100000,全部材料,系数,1.15,,,
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+75,76,000062,000001,人工费,系数,0.9,工日,,
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+76,77,000062,J1137,光轮压路机(内燃) 8t,调整,0.022,台班,,
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+77,78,000062,J1198,夯实机(电动) 夯击能力20-62Nm,含量,0.0,台班,,
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+78,79,000063,000001,人工费,调整,0.25,工日,,
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+79,80,000063,60132,C15砼20mm32.5,调整,0.32,m3,,
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+80,81,000063,2330450,水,调整,0.3,m3,,
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+81,82,000063,J1610,灰浆拌和机 200L,调整,0.064,台班,,
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+82,83,000063,0530540,碎石 5-16mm,调整,-0.12,t,,
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+83,84,000063,0530543,碎石 5-40mm,调整,-0.04,t,,
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+84,85,000064,000001,人工费,系数,1.2,工日,,
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+85,86,000065,000001,人工费,系数,2.0,工日,,
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+86,87,000066,62632,水泥砂浆1:2,含量,0.0,m3,,
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+87,88,000066,62653,水泥砂浆1:3,含量,0.0,m3,,
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+88,89,000066,0430080,水泥 32.5级,调整,45.97,kg,,
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+89,90,000066,62662,干硬性水泥砂浆,调整,0.303,m3,,
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+90,91,000067,J1936,电锤 520W,调整,0.4,台班,,
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+91,92,000068,0330110,普通成材,调整,-0.0091,m3,,
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+92,93,000070,62632,水泥砂浆1:2,调整,0.068,m3,,
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+93,94,000070,000001,人工费,调整,1.75,工日,,
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+94,95,000070,J1610,灰浆拌和机 200L,调整,0.01,台班,,
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+95,96,000071,000001,人工费,调整,0.06,工日,,
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+96,97,000071,0330110,普通成材,调整,0.001,m3,,
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+97,98,000072,62643,水泥砂浆1:2.5,调整,0.041,m3,,
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+98,99,000072,62892,石灰砂浆1:3,调整,-0.041,m3,,
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+99,100,000073,000001,人工费,调整,-3.876,工日,,
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+100,101,000073,62643,水泥砂浆1:2.5,调整,-0.047,m3,,
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+101,102,000073,62653,水泥砂浆1:3,调整,-0.07,m3,,
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+102,103,000074,000001,人工费,调整,0.64,工日,,
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+103,104,000075,000001,人工费,系数,0.75,工日,,
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+104,105,000075,0330110,普通成材,含量,0.0,m3,,
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+105,106,000076,0230020,铜丝,系数,3.0,kg,,
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+106,107,000076,000001,人工费,系数,1.4,工日,,
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+107,108,000077,000001,人工费,系数,1.43,工日,,
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+108,109,000078,0530700,阴阳角瓷片 152×40mm,调整,0.18,百块,,
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+109,110,000079,0330110,普通成材,调整,-0.04,m3,,
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+110,111,000080,62852,混合砂浆1:0.3:3,调整,0.005,m3,,
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+111,112,000080,J1610,灰浆拌和机 200L,调整,0.002,台班,,
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+112,113,000081,62643,水泥砂浆1:2.5,调整,0.005,m3,,
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+113,114,000081,J1610,灰浆拌和机 200L,调整,0.002,台班,,
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+114,115,000082,000001,人工费,系数,1.5,工日,,
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+115,116,000083,000001,人工费,调整,0.348,工日,,
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+116,117,000083,0330110,普通成材,调整,0.071,m3,,
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+117,118,000084,000001,人工费,调整,0.444,工日,,
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+118,119,000084,0330110,普通成材,调整,0.045,m3,,
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+119,120,000085,000001,人工费,调整,0.444,工日,,
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+120,121,000085,0330110,普通成材,调整,0.049,m3,,
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+121,122,000086,000001,人工费,调整,0.264,工日,,
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+122,123,000086,0330110,普通成材,调整,0.038,m3,,
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+123,124,000087,000001,人工费,调整,0.264,工日,,
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+124,125,000087,0330110,普通成材,调整,0.042,m3,,
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+125,126,000088,000001,人工费,调整,0.19,工日,,
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+126,127,000089,000001,人工费,调整,0.13,工日,,
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+127,128,000090,000001,人工费,调整,0.21,工日,,
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+128,129,000091,000001,人工费,调整,0.15,工日,,
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+129,130,000092,000001,人工费,调整,0.19,工日,,
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+130,131,000093,000001,人工费,调整,0.14,工日,,
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+131,132,000094,000001,人工费,调整,0.21,工日,,
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+132,133,000095,000001,人工费,调整,0.15,工日,,
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+133,134,000096,000001,人工费,调整,0.19,工日,,
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+134,135,000097,000001,人工费,调整,0.094,工日,,
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+135,136,000097,0330110,普通成材,调整,0.027,m3,,
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+136,137,000098,000001,人工费,调整,0.11,工日,,
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+137,138,000099,000001,人工费,调整,0.21,工日,,
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+138,139,000100,000001,人工费,调整,0.15,工日,,
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+139,140,000102,000001,人工费,系数,1.3,工日,,
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+140,141,000102,0130180,组合钢模板,系数,1.3,kg,,
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+141,142,000102,0330040,复合木模板 18mm,系数,1.3,kg,,
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+142,143,000103,000001,人工费,系数,1.3,工日,,
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+143,144,000103,0130180,组合钢模板,系数,1.3,kg,,
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+144,145,000103,0330040,复合木模板 18mm,系数,1.3,kg,,
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+145,146,000104,000001,人工费,调整,0.55,工日,,
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+146,147,000105,000001,人工费,系数,1.15,工日,,
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+147,148,000105,0130090,钢支撑(钢管),系数,1.2,工日,,
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+148,149,000107,000001,人工费,系数,1.5,工日,,
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+149,150,000107,0330150,周转成材,系数,3.0,工日,,
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+150,151,000108,000001,人工费,系数,1.3,工日,,
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+151,152,000108,0130090,钢支撑(钢管),系数,1.5,工日,,
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+152,153,000109,62632,水泥砂浆1:2,含量,0.0,m3,,
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+153,154,000110,000001,人工费,调整,0.46,工日,,
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+154,155,000111,000001,人工费,调整,0.29,工日,,
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+155,156,000112,000001,人工费,系数,1.1,工日,,
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+156,157,000113,000001,人工费,系数,1.03,工日,,
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+157,158,000114,000001,人工费,系数,1.23,工日,,
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+158,159,000115,000001,人工费,系数,1.6,工日,,
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+159,160,000116,000001,人工费,调整,0.084,工日,,
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+160,161,000118,000000,全部定额,系数,0.7,,,
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+161,162,000120,000001,人工费,系数,0.56,工日,,
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+162,163,000120,0330050,结构成材 枋板材,含量,1.05,m3,,
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+163,164,000121,0530470,砂(黄砂),含量,0.0,t,,
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+164,165,000121,62653,水泥砂浆1:3,调整,0.53,m3,,
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+165,166,000121,000001,人工费,调整,0.05,工日,,
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+166,167,000121,J1610,灰浆拌和机 200L,含量,0.212,台班,,
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+167,168,000122,0530470,砂(黄砂),含量,0.0,t,,
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+168,169,000122,62653,水泥砂浆1:3,调整,0.53,m3,,
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+169,170,000122,000001,人工费,调整,0.05,工日,,
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+170,171,000122,J1610,灰浆拌和机 200L,含量,0.212,台班,,
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+171,172,000123,0530470,砂(黄砂),含量,0.0,t,,
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+172,173,000123,62653,水泥砂浆1:3,调整,0.53,m3,,
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+173,174,000123,000001,人工费,调整,0.05,工日,,
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+174,175,000123,J1610,灰浆拌和机 200L,含量,0.212,台班,,
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|
|
+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,,
|
|
|
|
|
+214,215,000153,9300,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,,,
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|
|
|
|
+352,353,000248,000000,全部定额,系数,0.93,,,
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|
|
|
+353,354,000249,000000,全部定额,系数,0.8,,,
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|
|
|
|
+354,355,000250,000000,全部定额,系数,1.2,,,
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|
|
|
|
+355,356,000251,000000,全部定额,系数,1.25,,,
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|
|
|
|
+356,357,000252,000001,人工费,调整,0.1,工日,,
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|
|
|
|
+357,358,000253,000001,人工费,调整,0.14,工日,,
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|
|
|
|
+358,359,000254,000001,人工费,调整,0.17,工日,,
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|
|
|
|
+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,,
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|
|
|
|
+361,362,000257,000001,人工费,调整,0.034,工日,,
|
|
|
|
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+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,,
|
|
|
|
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+365,366,000261,000001,人工费,系数,1.5,工日,,
|
|
|
|
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+366,367,ZY0001,000001,人工费,系数,1.3,工日,,
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|
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+367,368,ZY0001,62662,干硬性水泥砂浆,含量,0.4,m3,,
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+368,369,ZY0001,J1610,灰浆拌和机 200L,含量,0.16,台班,,
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+369,370,ZY0001,0530471,山砂,含量,0.0,t,,
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+370,371,000212,0130090,钢支撑(钢管),系数,1.1,,,
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|
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+371,372,000212,0130140,零星卡具,系数,1.1,,,
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+372,373,000213,0130090,钢支撑(钢管),系数,1.3,,,
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+373,374,000213,0130140,零星卡具,系数,1.3,,,
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+374,375,000214,0130090,钢支撑(钢管),系数,1.5,,,
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+375,376,000214,0130140,零星卡具,系数,1.5,,,
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+376,377,000215,0130090,钢支撑(钢管),系数,2.0,,,
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+377,378,000215,0130140,零星卡具,系数,2.0,,,
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+378,379,000216,0130090,钢支撑(钢管),系数,1.07,,,
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+379,380,000216,0130140,零星卡具,系数,1.07,,,
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+380,381,000217,0130090,钢支撑(钢管),系数,1.15,,,
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+381,382,000217,0130140,零星卡具,系数,1.15,,,
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+382,383,000218,0130090,钢支撑(钢管),系数,1.4,,,
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+383,384,000218,0130140,零星卡具,系数,1.4,,,
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+384,385,000219,0130090,钢支撑(钢管),系数,1.6,,,
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+385,386,000219,0130140,零星卡具,系数,1.6,,,
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+386,387,201114,918186,塑料卡费用,含量,30.0,只,,
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+387,388,000046,1430040,塑料薄膜,含量,0.0,m2,,
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