20kV及以下配电网工程概算定额（2022年版）

定额编号,,,,,PGL1-1,PGL1-2,PGL1-3,PGL1-4,PGL1-5

项目,,,,,直埋电缆保护管敷设,,,,

,,,,,塑料管,,,无缝钢管,

,,,,,φ100以内,φ200以内,φ300以内,φ100以内,φ200以内

定额单位,,,,,m,m,m,m,m

定额基价(元),,,,,63.44,65.25,66.57,71.21,76.58

人工费(元),,,,,19.38,20.39,21.13,22.49,25.20

材料费(元),,,,,0.22,0.39,0.55,3.51,5.37

机械费(元),,,,,43.84,44.47,44.89,45.21,46.01

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,0.1763,0.1797,0.1821,0.1862,0.2107

,9101107,建筑技术工,工日,111.000,0.0383,0.0383,0.0383,0.0383,0.0383

,9101111,线路技术工,工日,127.000,0.0081,0.0139,0.0182,0.0263,0.0322

材料,C06090109,钢管卡子DN100,个,2.050,,,,0.4000,

,C06090112,钢管卡子DN200,个,3.577,,,,,0.4000

,C10010101,中砂,m³,81.970,0.0020,0.0040,0.0060,,

,C10040102,石灰粉,kg,0.272,0.0900,0.0900,0.0900,0.0900,0.0900

,C12012100,低碳钢焊条综合,kg,7.330,,,,0.0501,0.0701

,C13010300,精制六角螺栓综合,kg,7.245,,,,0.0180,0.0220

,C14010100,镀锌铁丝综合,kg,5.468,,,,0.0901,0.1301

,C19110101,氧气,m³,4.418,,,,0.0801,0.1001

,C19110201,乙炔气,m³,13.078,,,,0.0230,0.0300

,C20070101,沥青清漆,kg,7.965,,,,0.1201,0.2002

,C22030501,钢锯条各种规格,根,1.327,0.0200,0.0200,0.0200,,

,C27010201,电缆保护管,m,0.000,(1.0500),(1.0500),(1.0500),(1.0150),(1.0150)

,C99010102,其他材料费,元,1.000,0.0043,0.0076,0.0109,0.0689,0.1054

机械,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0010,0.0010,0.0010,0.0010,0.0010

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.0010,0.0010,0.0010,0.0010,0.0010

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.0097,0.0097,0.0097,0.0097,0.0097

,J04-01-014,自卸汽车8t,台班,653.335,0.0219,0.0219,0.0219,0.0219,0.0219

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,,,,0.0170,0.0210

,J10-01-019,半自动切割机厚度100mm,台班,100.524,,,,0.0030,0.0020

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,0.0305,0.0305,0.0305,0.0305,0.0305

,J13-01-090,电力工程车,台班,420.215,0.0330,0.0345,0.0355,0.0330,0.0345

,J15-01-023,台式砂轮机直径Φ250,台班,38.875,0.0020,0.0020,0.0020,,

,,,,,,,,,

定额编号,,,,,PGL1-6,,,,

项目,,,,,直埋电缆保护管敷设,,,,

,,,,,无缝钢管,,,,

,,,,,φ300以内,,,,

定额单位,,,,,m,,,,

定额基价(元),,,,,80.64,,,,

人工费(元),,,,,27.52,,,,

材料费(元),,,,,6.48,,,,

机械费(元),,,,,46.64,,,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,0.2331,,,,

,9101107,建筑技术工,工日,111.000,0.0383,,,,

,9101111,线路技术工,工日,127.000,0.0364,,,,

材料,C06090114,钢管卡子DN300,个,4.776,0.4000,,,,

,C10040102,石灰粉,kg,0.272,0.0900,,,,

,C12012100,低碳钢焊条综合,kg,7.330,0.0801,,,,

,C13010300,精制六角螺栓综合,kg,7.245,0.0240,,,,

,C14010100,镀锌铁丝综合,kg,5.468,0.1502,,,,

,C19110101,氧气,m³,4.418,0.1101,,,,

,C19110201,乙炔气,m³,13.078,0.0330,,,,

,C20070101,沥青清漆,kg,7.965,0.2402,,,,

,C27010201,电缆保护管,m,0.000,(1.0150),,,,

,C99010102,其他材料费,元,1.000,0.1270,,,,

机械,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0010,,,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.0010,,,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.0097,,,,

,J04-01-014,自卸汽车8t,台班,653.335,0.0219,,,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,0.0240,,,,

,J10-01-019,半自动切割机厚度100mm,台班,100.524,0.0020,,,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,0.0305,,,,

,J13-01-090,电力工程车,台班,420.215,0.0355,,,,

,,,,,,,,,

定额编号,,,,,PGL1-7,PGL1-8,,,

项目,,,,,排管浇筑,,,,

,,,,,两层,四层,,,

定额单位,,,,,m³,m³,,,

定额基价(元),,,,,2448.82,2648.41,,,

人工费(元),,,,,276.56,248.42,,,

材料费(元),,,,,1822.25,2181.51,,,

机械费(元),,,,,350.01,218.48,,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,2.3086,1.9939,,,

,9101107,建筑技术工,工日,111.000,0.8277,0.8010,,,

材料,C01020713,圆钢φ10以上,kg,4.674,17.7391,7.7608,,,

,C09031632,现浇混凝土C15-40现场搅拌,m³,287.970,0.2108,0.1004,,,

,C09031634,现浇混凝土C25-40现场搅拌,m³,319.510,1.0150,1.0150,,,

,C09041201,隔离剂,kg,2.168,0.0290,0.0138,,,

,C10020104,碎石50,m³,69.675,0.2771,0.1320,,,

,C10040102,石灰粉,kg,0.272,0.3945,0.1950,,,

,C12010100,电焊条J422综合,kg,5.394,0.0166,0.0072,,,

,C13011102,膨胀螺栓M8,套,0.715,9.8960,13.2937,,,

,C13050101,圆钉,kg,6.530,0.2350,0.3312,,,

,C14010100,镀锌铁丝综合,kg,5.468,0.0545,0.0412,,,

,C18050112,硬聚氯乙烯塑料管DN200,m,144.687,8.7465,11.7495,,,

,C19090101,粘结剂通用,kg,11.200,0.0941,0.1264,,,

,C19110301,石油液化气,m³,5.978,0.0600,0.0806,,,

,C21010101,水,t,6.261,0.1050,0.0499,,,

,C22010401,通用钢模板,kg,5.594,0.5320,1.1368,,,

,C22010432,木模板,m³,1640.750,0.0092,0.0082,,,

,C22010441,钢模板附件,kg,5.159,0.1960,0.4186,,,

,C22030304,冲击钻头φ16,支,11.246,0.0750,0.1007,,,

,C22030501,钢锯条各种规格,根,1.327,0.1874,0.2518,,,

,C22040711,草袋,个,1.676,1.4160,1.4244,,,

,C99010102,其他材料费,元,1.000,35.7306,42.7762,,,

机械,J01-01-001,履带式推土机功率75kW,台班,910.020,0.0006,0.0004,,,

,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0042,0.0021,,,

,J01-01-003,履带式推土机功率105kW,台班,1116.621,0.0007,0.0003,,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.0097,0.0059,,,

,J01-01-043,钢轮内燃压路机工作质量12t,台班,560.277,0.0010,0.0005,,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.0574,0.0323,,,

,J03-01-034,汽车式起重机起重量8t,台班,755.714,0.0004,0.0002,,,

,J04-01-001,载重汽车4t,台班,443.248,0.0193,0.0241,,,

,J04-01-002,载重汽车5t,台班,468.559,0.0085,0.0037,,,

,J04-01-004,载重汽车8t,台班,541.743,0.0150,0.0201,,,

,J04-01-014,自卸汽车8t,台班,653.335,0.2587,0.1601,,,

,J04-01-032,机动翻斗车1t,台班,206.962,0.0690,0.0690,,,

,J06-01-052,混凝土振捣器(插入式),台班,13.883,0.1380,0.1380,,,

,J06-01-053,混凝土振捣器(平台式),台班,19.603,0.1517,0.1445,,,

,J08-01-003,钢筋切断机直径φ40,台班,44.048,0.0016,0.0007,,,

,J08-01-006,钢筋弯曲机直径φ40,台班,27.801,0.0081,0.0035,,,

,J08-01-024,木工圆锯机直径φ500,台班,29.487,0.0053,0.0025,,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,0.0050,0.0022,,,

,J10-01-010,对焊机容量150kVA,台班,133.013,0.0019,0.0008,,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,0.1336,0.0660,,,

,J13-01-090,电力工程车,台班,420.215,0.1491,0.0743,,,

,,,,,,,,,

定额编号,,,,,PGL1-9,PGL1-10,PGL1-11,,

项目,,,,,混凝土直通井（2.0×1.9×6.0m）,混凝土三通井（2.0×1.9×5.0m）,混凝土四通井（2.0×1.9×5.0m）,,

,,,,,人孔,,,,

,,,,,E-1-15,E-3-5,E-4-5,,

定额单位,,,,,座,座,座,,

定额基价(元),,,,,51625.44,51867.00,64674.59,,

人工费(元),,,,,7047.74,7200.24,8535.92,,

材料费(元),,,,,37087.68,36498.23,45834.00,,

机械费(元),,,,,7490.02,8168.53,10304.67,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,42.2292,42.7959,50.7022,,

,9101107,建筑技术工,工日,111.000,27.5318,27.7366,33.6813,,

,9101111,线路技术工,工日,127.000,4.8297,5.4945,5.8356,,

材料,C01020000,型钢综合,kg,4.665,37.8000,37.8000,37.8000,,

,C01020216,槽钢16号以下,kg,4.880,0.9143,1.2432,1.4721,,

,C01020500,扁钢综合,kg,5.113,93.4388,116.1350,114.4900,,

,C01020702,铁件型钢,kg,4.750,138.6000,138.6000,172.6000,,

,C01020712,圆钢φ10以下,kg,4.674,33.2672,81.2467,122.9679,,

,C01020713,圆钢φ10以上,kg,4.674,4849.4188,4236.3121,5469.1776,,

,C01040101,钢丝绳φ8以下,kg,7.051,0.2498,0.3396,0.4022,,

,C03030401,铸铁井盖(连座),套,199.892,2.0000,2.0000,2.0000,,

,C08020202,板材红白松二等,m³,1987.898,0.0140,0.0154,0.0164,,

,C09020601,防水砂浆,m³,386.210,0.8772,1.0604,1.2978,,

,C09031601,现浇混凝土C20-10现场搅拌,m³,339.900,0.1220,0.1220,0.1220,,

,C09031603,现浇混凝土C30-10现场搅拌,m³,357.550,0.0933,0.1268,0.1501,,

,C09031612,现浇混凝土C20-20现场搅拌,m³,315.930,0.4182,0.4182,,,

,C09031632,现浇混凝土C15-40现场搅拌,m³,287.970,1.9116,1.9498,3.2520,,

,C09031635,现浇混凝土C30-40现场搅拌,m³,341.680,18.1862,19.9754,25.4262,,

,C09041201,隔离剂,kg,2.168,0.3968,0.7971,0.8429,,

,C09050112,预制钢筋混凝土地沟盖板,m³,1216.187,2.2425,3.0492,3.6104,,

,C10040102,石灰粉,kg,0.272,6.6030,7.5750,9.7170,,

,C12010100,电焊条J422综合,kg,5.394,9.8899,9.5491,11.7162,,

,C13010201,镀锌六角螺栓综合,kg,7.537,7.1015,7.2830,8.8286,,

,C14010100,镀锌铁丝综合,kg,5.468,9.9387,9.1324,11.9461,,

,C18040801,聚氯乙烯塑料薄膜0.5mm,kg,9.761,0.2331,0.3170,0.3753,,

,C18040802,聚氯乙烯塑料薄膜0.5mm,m²,0.760,27.4863,34.7622,43.4721,,

,C19031101,清洗剂,kg,2.832,0.8062,0.8293,1.0021,,

,C20010101,防锈漆,kg,10.592,2.7256,2.7256,3.3942,,

,C20030101,普通调和漆,kg,13.274,2.1067,2.1067,2.6235,,

,C20070101,沥青清漆,kg,7.965,2.1420,2.6623,2.6246,,

,C20090101,清油综合,kg,11.790,0.7900,0.7900,0.9838,,

,C21010101,水,t,6.261,3.8656,4.5232,5.2910,,

,C22010101,钢管脚手架包括扣件,kg,5.200,4.7404,4.9287,4.7890,,

,C22010102,支撑钢管及扣件,kg,4.992,32.7595,31.4439,34.9915,,

,C22010401,通用钢模板,kg,5.594,136.3908,139.1564,160.5053,,

,C22010432,木模板,m³,1640.750,0.3184,0.4633,0.4310,,

,C22030501,钢锯条各种规格,根,1.327,3.9501,3.9501,4.9191,,

,C22040101,砂布,张,0.810,6.5835,6.5835,8.1985,,

,C99010102,其他材料费,元,1.000,701.4726,687.6402,867.6940,,

机械,J01-01-001,履带式推土机功率75kW,台班,910.020,0.0192,0.0158,0.0197,,

,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0709,0.0813,0.1043,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.2435,0.2237,0.2820,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,1.6585,0.9643,1.1737,,

,J03-01-033,汽车式起重机起重量5t,台班,650.115,0.0222,0.0302,0.0357,,

,J03-01-034,汽车式起重机起重量8t,台班,755.714,0.2294,0.2636,0.3221,,

,J04-01-001,载重汽车4t,台班,443.248,0.0074,0.0074,0.0092,,

,J04-01-002,载重汽车5t,台班,468.559,3.7598,3.8744,4.7884,,

,J04-01-014,自卸汽车8t,台班,653.335,4.0199,4.5517,5.8007,,

,J05-01-003,电动单筒快速卷扬机50kN,台班,255.571,0.0106,0.0260,0.0393,,

,J06-01-052,混凝土振捣器(插入式),台班,13.883,1.7494,1.9177,2.3535,,

,J06-01-053,混凝土振捣器(平台式),台班,19.603,0.1238,0.1262,0.2105,,

,J08-01-003,钢筋切断机直径φ40,台班,44.048,0.4351,0.3848,0.4984,,

,J08-01-006,钢筋弯曲机直径φ40,台班,27.801,2.2242,1.9670,2.5477,,

,J08-01-024,木工圆锯机直径φ500,台班,29.487,0.5062,0.6627,0.6028,,

,J08-01-091,联合冲剪机板厚16mm,台班,327.285,0.0645,0.0645,0.0804,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,2.5901,2.5458,3.0656,,

,J10-01-010,对焊机容量150kVA,台班,133.013,0.5284,0.4616,0.5959,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,2.2362,2.5654,3.2908,,

,J13-01-090,电力工程车,台班,420.215,2.5892,2.9561,3.7601,,

,J14-01-006,接地电阻测量仪,台班,232.090,0.1250,0.1250,0.1250,,

,,,,,,,,,

定额编号,,,,,PGL1-12,PGL1-13,PGL1-14,,

项目,,,,,砖砌直通井（2.0×1.9×6）,砖砌三通井（1.2×1.5×6）,砖砌四通井（1.7×1.5×6）,,

,,,,,人孔,全开启,,,

,,,,,E-1-7,E-3-1,E-4-2,,

定额单位,,,,,座,座,座,,

定额基价(元),,,,,29765.65,16913.51,26259.21,,

人工费(元),,,,,5013.60,3177.63,4695.83,,

材料费(元),,,,,17200.26,8030.74,12487.09,,

机械费(元),,,,,7551.79,5705.14,9076.29,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,31.2597,19.5427,29.0991,,

,9101107,建筑技术工,工日,111.000,15.3722,10.1666,15.3537,,

,9101111,线路技术工,工日,127.000,6.3505,3.8246,5.2255,,

材料,C01020000,型钢综合,kg,4.665,37.8000,37.8000,37.8000,,

,C01020216,槽钢16号以下,kg,4.880,0.9488,0.5670,1.0476,,

,C01020500,扁钢综合,kg,5.113,96.8937,111.5808,159.4035,,

,C01020702,铁件型钢,kg,4.750,262.6000,4.3560,4.3560,,

,C01020712,圆钢φ10以下,kg,4.674,187.7457,32.2791,36.3414,,

,C01020713,圆钢φ10以上,kg,4.674,671.8674,84.5932,94.9040,,

,C01040101,钢丝绳φ8以下,kg,7.051,0.2592,0.1549,0.2862,,

,C03030401,铸铁井盖(连座),套,199.892,2.0000,,,,

,C08020202,板材红白松二等,m³,1987.898,0.0141,0.0025,0.0046,,

,C09020114,水泥砂浆M5,m³,229.410,1.9907,2.1000,3.0447,,

,C09020601,防水砂浆,m³,386.210,0.8650,0.7048,0.9139,,

,C09031601,现浇混凝土C20-10现场搅拌,m³,339.900,0.1220,,,,

,C09031603,现浇混凝土C30-10现场搅拌,m³,357.550,0.0968,0.0578,0.1068,,

,C09031612,现浇混凝土C20-20现场搅拌,m³,315.930,0.4752,0.0930,0.1172,,

,C09031632,现浇混凝土C15-40现场搅拌,m³,287.970,2.3552,1.9729,3.2329,,

,C09031635,现浇混凝土C30-40现场搅拌,m³,341.680,8.7850,3.0483,5.2357,,

,C09041201,隔离剂,kg,2.168,0.8850,0.5996,1.0115,,

,C09050112,预制钢筋混凝土地沟盖板,m³,1216.187,2.3270,1.3908,2.5694,,

,C10040102,石灰粉,kg,0.272,9.0317,7.9440,12.3330,,

,C10070101,标准砖240×115×53,千块,409.050,4.7149,4.9738,7.2112,,

,C12010100,电焊条J422综合,kg,5.394,9.7971,1.5495,2.0464,,

,C13010201,镀锌六角螺栓综合,kg,7.537,12.8139,1.0941,1.4766,,

,C14010100,镀锌铁丝综合,kg,5.468,2.9570,0.4468,0.5024,,

,C18040801,聚氯乙烯塑料薄膜0.5mm,kg,9.761,0.2419,0.1446,0.2671,,

,C18040802,聚氯乙烯塑料薄膜0.5mm,m²,0.760,25.6309,9.0799,15.4672,,

,C19031101,清洗剂,kg,2.832,1.4459,0.1363,0.1850,,

,C20010101,防锈漆,kg,10.592,5.1640,0.0865,0.0865,,

,C20030101,普通调和漆,kg,13.274,3.9915,0.0669,0.0669,,

,C20070101,沥青清漆,kg,7.965,2.2212,2.5578,3.6542,,

,C20090101,清油综合,kg,11.790,1.4968,0.0251,0.0251,,

,C21010101,水,t,6.261,4.9703,3.6874,5.3979,,

,C22010401,通用钢模板,kg,5.594,16.8825,8.6950,15.2371,,

,C22010432,木模板,m³,1640.750,0.3592,0.1830,0.3067,,

,C22030501,钢锯条各种规格,根,1.327,7.4841,0.1254,0.1254,,

,C22040101,砂布,张,0.810,12.4735,0.2090,0.2090,,

,C99010102,其他材料费,元,1.000,299.6312,142.4128,224.9975,,

机械,J01-01-001,履带式推土机功率75kW,台班,910.020,0.0187,0.0106,0.0159,,

,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0969,0.0853,0.1324,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.2653,0.1810,0.2758,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,1.5069,0.7074,0.8506,,

,J03-01-033,汽车式起重机起重量5t,台班,650.115,0.0230,0.0138,0.0254,,

,J03-01-034,汽车式起重机起重量8t,台班,755.714,0.1504,0.0816,0.1490,,

,J04-01-001,载重汽车4t,台班,443.248,0.0140,0.0002,0.0002,,

,J04-01-002,载重汽车5t,台班,468.559,1.5831,0.7341,1.3095,,

,J04-01-014,自卸汽车8t,台班,653.335,4.7490,3.6509,5.9451,,

,J05-01-003,电动单筒快速卷扬机50kN,台班,255.571,0.0601,0.0103,0.0116,,

,J06-01-052,混凝土振捣器(插入式),台班,13.883,0.7932,0.2904,0.4966,,

,J06-01-053,混凝土振捣器(平台式),台班,19.603,0.1525,0.1277,0.2093,,

,J08-01-003,钢筋切断机直径φ40,台班,44.048,0.0768,0.0104,0.0117,,

,J08-01-006,钢筋弯曲机直径φ40,台班,27.801,0.3924,0.0534,0.0599,,

,J08-01-024,木工圆锯机直径φ500,台班,29.487,0.5185,0.2298,0.3786,,

,J08-01-091,联合冲剪机板厚16mm,台班,327.285,0.1223,0.0020,0.0020,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,2.0782,0.6732,0.9209,,

,J10-01-010,对焊机容量150kVA,台班,133.013,0.0732,0.0092,0.0103,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,3.0587,2.6904,4.1768,,

,J13-01-090,电力工程车,台班,420.215,3.5511,3.1315,4.8123,,

,J14-01-006,接地电阻测量仪,台班,232.090,0.1250,0.1250,0.1250,,

,,,,,,,,,

定额编号,,,,,PGL1-15,PGL1-16,,,

项目,,,,,现浇混凝土、全封闭电缆沟道,,,,

,,,,,单侧支架（1.65×2.1m）,双侧支架（2.0×2.1m）,,,

,,,,,D-1-1,D-1-2,,,

定额单位,,,,,m,m,,,

定额基价(元),,,,,4417.40,5106.49,,,

人工费(元),,,,,761.49,916.19,,,

材料费(元),,,,,2833.83,3249.50,,,

机械费(元),,,,,822.08,940.80,,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,4.9884,5.8366,,,

,9101107,建筑技术工,工日,111.000,2.6156,2.8034,,,

,9101111,线路技术工,工日,127.000,0.5676,1.0873,,,

材料,C01020000,型钢综合,kg,4.665,0.1885,0.3770,,,

,C01020500,扁钢综合,kg,5.113,1.9625,3.9250,,,

,C01020702,铁件型钢,kg,4.750,44.2000,84.4000,,,

,C01020712,圆钢φ10以下,kg,4.674,31.1812,36.4512,,,

,C01020713,圆钢φ10以上,kg,4.674,273.4034,286.4860,,,

,C09020601,防水砂浆,m³,386.210,0.2271,0.2570,,,

,C09031632,现浇混凝土C15-40现场搅拌,m³,287.970,0.3288,0.3213,,,

,C09031635,现浇混凝土C30-40现场搅拌,m³,341.680,2.1441,2.3207,,,

,C09041201,隔离剂,kg,2.168,0.0453,0.0443,,,

,C10040102,石灰粉,kg,0.272,0.8850,0.9900,,,

,C12010100,电焊条J422综合,kg,5.394,1.6198,2.8750,,,

,C13010201,镀锌六角螺栓综合,kg,7.537,2.0421,3.9007,,,

,C14010100,镀锌铁丝综合,kg,5.468,0.8132,0.8847,,,

,C18040802,聚氯乙烯塑料薄膜0.5mm,m²,0.760,3.2572,3.7079,,,

,C19031101,清洗剂,kg,2.832,0.2287,0.4370,,,

,C20010101,防锈漆,kg,10.592,0.8692,1.6597,,,

,C20030101,普通调和漆,kg,13.274,0.6718,1.2829,,,

,C20070101,沥青清漆,kg,7.965,0.0450,0.0900,,,

,C20090101,清油综合,kg,11.790,0.2519,0.4811,,,

,C21010101,水,t,6.261,0.6153,0.6690,,,

,C22010101,钢管脚手架包括扣件,kg,5.200,0.8294,0.9644,,,

,C22010102,支撑钢管及扣件,kg,4.992,4.1436,4.4101,,,

,C22010401,通用钢模板,kg,5.594,16.0870,16.8093,,,

,C22010432,木模板,m³,1640.750,0.0289,0.0307,,,

,C22030501,钢锯条各种规格,根,1.327,1.2597,2.4054,,,

,C22040101,砂布,张,0.810,2.0995,4.0090,,,

,C99010102,其他材料费,元,1.000,51.2334,55.4251,,,

机械,J01-01-001,履带式推土机功率75kW,台班,910.020,0.0026,0.0030,,,

,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0095,0.0106,,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.0331,0.0372,,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.2283,0.2512,,,

,J03-01-034,汽车式起重机起重量8t,台班,755.714,0.0064,0.0067,,,

,J04-01-001,载重汽车4t,台班,443.248,0.0024,0.0045,,,

,J04-01-002,载重汽车5t,台班,468.559,0.1888,0.2001,,,

,J04-01-014,自卸汽车8t,台班,653.335,0.5417,0.6201,,,

,J05-01-003,电动单筒快速卷扬机50kN,台班,255.571,0.0100,0.0117,,,

,J06-01-052,混凝土振捣器(插入式),台班,13.883,0.1930,0.2048,,,

,J06-01-053,混凝土振捣器(平台式),台班,19.603,0.0213,0.0208,,,

,J08-01-003,钢筋切断机直径φ40,台班,44.048,0.0272,0.0288,,,

,J08-01-006,钢筋弯曲机直径φ40,台班,27.801,0.1389,0.1473,,,

,J08-01-024,木工圆锯机直径φ500,台班,29.487,0.0428,0.0456,,,

,J08-01-091,联合冲剪机板厚16mm,台班,327.285,0.0206,0.0393,,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,0.3138,0.5269,,,

,J10-01-010,对焊机容量150kVA,台班,133.013,0.0298,0.0312,,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,0.2997,0.3353,,,

,J13-01-090,电力工程车,台班,420.215,0.3347,0.3746,,,

,J14-01-006,接地电阻测量仪,台班,232.090,0.0025,0.0025,,,

,,,,,,,,,

定额编号,,,,,PGL1-17,PGL1-18,,,

项目,,,,,砖砌、电缆沟道,,,,

,,,,,单侧支架（1.2×1.15m）,双侧支架（1.9×1.15m）,,,

,,,,,C-1-4,C-1-8,,,

定额单位,,,,,m,m,,,

定额基价(元),,,,,1618.90,2208.63,,,

人工费(元),,,,,238.13,331.55,,,

材料费(元),,,,,838.41,1173.47,,,

机械费(元),,,,,542.36,703.61,,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,1.5262,2.1185,,,

,9101107,建筑技术工,工日,111.000,0.7719,0.9417,,,

,9101111,线路技术工,工日,127.000,0.2390,0.4531,,,

材料,C01020000,型钢综合,kg,4.665,0.1885,0.3770,,,

,C01020216,槽钢16号以下,kg,4.880,0.1194,0.1771,,,

,C01020500,扁钢综合,kg,5.113,1.9625,3.9250,,,

,C01020702,铁件型钢,kg,4.750,15.5000,29.0000,,,

,C01040101,钢丝绳φ8以下,kg,7.051,0.0326,0.0484,,,

,C07010501,预埋铁件综合,kg,5.860,0.0780,0.1555,,,

,C08020202,板材红白松二等,m³,1987.898,0.0005,0.0008,,,

,C09020114,水泥砂浆M5,m³,229.410,0.1059,0.1023,,,

,C09020601,防水砂浆,m³,386.210,0.0714,0.0857,,,

,C09031602,现浇混凝土C25-10现场搅拌,m³,365.310,0.0157,0.0314,,,

,C09031603,现浇混凝土C30-10现场搅拌,m³,357.550,0.0122,0.0181,,,

,C09031635,现浇混凝土C30-40现场搅拌,m³,341.680,0.4783,0.6195,,,

,C09041201,隔离剂,kg,2.168,0.0338,0.0398,,,

,C09050112,预制钢筋混凝土地沟盖板,m³,1216.187,0.2929,0.4343,,,

,C10040102,石灰粉,kg,0.272,0.7140,0.9240,,,

,C10070101,标准砖240×115×53,千块,409.050,0.2508,0.2424,,,

,C12010100,电焊条J422综合,kg,5.394,0.5126,0.9643,,,

,C13010201,镀锌六角螺栓综合,kg,7.537,0.7263,1.3609,,,

,C13050101,圆钉,kg,6.530,0.0310,0.0618,,,

,C18040801,聚氯乙烯塑料薄膜0.5mm,kg,9.761,0.0305,0.0452,,,

,C18040802,聚氯乙烯塑料薄膜0.5mm,m²,0.760,1.3778,1.8114,,,

,C19031101,清洗剂,kg,2.832,0.0815,0.1528,,,

,C20010101,防锈漆,kg,10.592,0.3048,0.5703,,,

,C20030101,普通调和漆,kg,13.274,0.2356,0.4408,,,

,C20070101,沥青清漆,kg,7.965,0.0450,0.0900,,,

,C20090101,清油综合,kg,11.790,0.0884,0.1653,,,

,C21010101,水,t,6.261,0.2249,0.2636,,,

,C22010401,通用钢模板,kg,5.594,1.0186,1.1707,,,

,C22010432,木模板,m³,1640.750,0.0157,0.0197,,,

,C22030501,钢锯条各种规格,根,1.327,0.4418,0.8265,,,

,C22040101,砂布,张,0.810,0.7363,1.3775,,,

,C22050102,砖地模,m²,52.760,0.0100,0.0198,,,

,C99010102,其他材料费,元,1.000,14.7817,19.8788,,,

机械,J01-01-001,履带式推土机功率75kW,台班,910.020,0.0006,0.0007,,,

,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0077,0.0099,,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.0128,0.0166,,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.0072,0.0257,,,

,J03-01-033,汽车式起重机起重量5t,台班,650.115,0.0041,0.0068,,,

,J03-01-034,汽车式起重机起重量8t,台班,755.714,0.0167,0.0247,,,

,J04-01-001,载重汽车4t,台班,443.248,0.0008,0.0015,,,

,J04-01-002,载重汽车5t,台班,468.559,0.1402,0.2072,,,

,J04-01-014,自卸汽车8t,台班,653.335,0.3208,0.3860,,,

,J06-01-052,混凝土振捣器(插入式),台班,13.883,0.0411,0.0520,,,

,J06-01-053,混凝土振捣器(平台式),台班,19.603,0.0018,0.0035,,,

,J08-01-024,木工圆锯机直径φ500,台班,29.487,0.0186,0.0231,,,

,J08-01-091,联合冲剪机板厚16mm,台班,327.285,0.0072,0.0135,,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,0.0864,0.1630,,,

,J10-01-024,点焊机容量50kVA,台班,106.947,0.0029,0.0058,,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,0.2418,0.3129,,,

,J13-01-090,电力工程车,台班,420.215,0.2693,0.3484,,,

,J14-01-006,接地电阻测量仪,台班,232.090,0.0025,0.0025,,,

,,,,,,,,,

定额编号,,,,,PGL1-19,PGL1-20,,,

项目,,,,,现浇混凝土、开启式电缆沟道,,,,

,,,,,单侧支架（1.2×1.4m）,双侧支架（1.9×1.4m）,,,

,,,,,C-2-3,C-2-6,,,

定额单位,,,,,m,m,,,

定额基价(元),,,,,2630.09,3410.15,,,

人工费(元),,,,,407.68,523.60,,,

材料费(元),,,,,1611.56,2068.05,,,

机械费(元),,,,,610.85,818.50,,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,2.6703,3.3496,,,

,9101107,建筑技术工,工日,111.000,1.4289,1.6680,,,

,9101111,线路技术工,工日,127.000,0.2791,0.5550,,,

材料,C01020000,型钢综合,kg,4.665,0.1885,0.3770,,,

,C01020216,槽钢16号以下,kg,4.880,0.1194,0.1771,,,

,C01020500,扁钢综合,kg,5.113,1.9625,3.9250,,,

,C01020702,铁件型钢,kg,4.750,19.0000,37.9000,,,

,C01020712,圆钢φ10以下,kg,4.674,26.8992,31.6203,,,

,C01020713,圆钢φ10以上,kg,4.674,82.4867,88.4736,,,

,C01040101,钢丝绳φ8以下,kg,7.051,0.0326,0.0484,,,

,C08020202,板材红白松二等,m³,1987.898,0.0005,0.0008,,,

,C09020601,防水砂浆,m³,386.210,0.0898,0.1040,,,

,C09031603,现浇混凝土C30-10现场搅拌,m³,357.550,0.0122,0.0181,,,

,C09031632,现浇混凝土C15-40现场搅拌,m³,287.970,0.3614,0.5020,,,

,C09031635,现浇混凝土C30-40现场搅拌,m³,341.680,1.0494,1.1906,,,

,C09041201,隔离剂,kg,2.168,0.0498,0.0692,,,

,C09050112,预制钢筋混凝土地沟盖板,m³,1216.187,0.2929,0.4343,,,

,C10040102,石灰粉,kg,0.272,0.7200,0.9300,,,

,C12010100,电焊条J422综合,kg,5.394,0.6756,1.2767,,,

,C13010201,镀锌六角螺栓综合,kg,7.537,0.8868,1.7689,,,

,C14010100,镀锌铁丝综合,kg,5.468,0.3962,0.4489,,,

,C18040801,聚氯乙烯塑料薄膜0.5mm,kg,9.761,0.0305,0.0452,,,

,C18040802,聚氯乙烯塑料薄膜0.5mm,m²,0.760,1.1555,1.5145,,,

,C19031101,清洗剂,kg,2.832,0.0995,0.1984,,,

,C20010101,防锈漆,kg,10.592,0.3736,0.7453,,,

,C20030101,普通调和漆,kg,13.274,0.2888,0.5761,,,

,C20070101,沥青清漆,kg,7.965,0.0450,0.0900,,,

,C20090101,清油综合,kg,11.790,0.1083,0.2160,,,

,C21010101,水,t,6.261,0.3561,0.4534,,,

,C22010102,支撑钢管及扣件,kg,4.992,1.7186,1.7186,,,

,C22010401,通用钢模板,kg,5.594,8.3360,8.4881,,,

,C22010432,木模板,m³,1640.750,0.0166,0.0204,,,

,C22030501,钢锯条各种规格,根,1.327,0.5415,1.0802,,,

,C22040101,砂布,张,0.810,0.9025,1.8003,,,

,C99010102,其他材料费,元,1.000,29.6171,36.5917,,,

机械,J01-01-001,履带式推土机功率75kW,台班,910.020,0.0009,0.0012,,,

,J01-01-002,履带式推土机功率90kW,台班,1064.554,0.0077,0.0100,,,

,J01-01-035,履带式单斗液压挖掘机斗容量1m³,台班,1272.187,0.0160,0.0209,,,

,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.0484,0.0524,,,

,J03-01-033,汽车式起重机起重量5t,台班,650.115,0.0029,0.0043,,,

,J03-01-034,汽车式起重机起重量8t,台班,755.714,0.0190,0.0272,,,

,J04-01-001,载重汽车4t,台班,443.248,0.0010,0.0020,,,

,J04-01-002,载重汽车5t,台班,468.559,0.2091,0.2806,,,

,J04-01-014,自卸汽车8t,台班,653.335,0.3466,0.4722,,,

,J05-01-003,电动单筒快速卷扬机50kN,台班,255.571,0.0086,0.0101,,,

,J06-01-052,混凝土振捣器(插入式),台班,13.883,0.1078,0.1187,,,

,J06-01-053,混凝土振捣器(平台式),台班,19.603,0.0234,0.0325,,,

,J08-01-003,钢筋切断机直径φ40,台班,44.048,0.0098,0.0107,,,

,J08-01-006,钢筋弯曲机直径φ40,台班,27.801,0.0499,0.0548,,,

,J08-01-024,木工圆锯机直径φ500,台班,29.487,0.0246,0.0302,,,

,J08-01-091,联合冲剪机板厚16mm,台班,327.285,0.0088,0.0176,,,

,J10-01-001,交流弧焊机容量21kVA,台班,67.792,0.1347,0.2409,,,

,J10-01-010,对焊机容量150kVA,台班,133.013,0.0090,0.0096,,,

,J11-01-020,电动空气压缩机排气量10m³/min,台班,425.040,0.2438,0.3150,,,

,J13-01-090,电力工程车,台班,420.215,0.2733,0.3542,,,

,J14-01-006,接地电阻测量仪,台班,232.090,0.0025,0.0025,,,

,,,,,,,,,

定额编号,,,,,PGL2-1,PGL2-2,PGL2-3,,

项目,,,,,1kV直埋式电力电缆敷设,,,,

,,,,,截面以内（mm²）,,,,

,,,,,70,120,400,,

定额单位,,,,,100m,100m,100m,,

定额基价(元),,,,,3267.95,3810.87,4524.10,,

人工费(元),,,,,1035.91,1408.74,1959.82,,

材料费(元),,,,,2039.83,2063.18,2072.11,,

机械费(元),,,,,192.21,338.95,492.17,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,9.5501,12.5123,17.7861,,

,9101107,建筑技术工,工日,111.000,0.3700,0.3700,0.3700,,

,9101111,线路技术工,工日,127.000,1.8176,2.8873,3.9044,,

材料,C01040102,钢丝绳φ15以下,kg,7.051,1.0768,1.7870,1.9416,,

,C04020100,黄铜丝综合,kg,55.790,0.0514,0.0739,0.0829,,

,C09050202,混凝土保护板300×250×30,块,3.275,336.7000,336.7000,336.7000,,

,C09050605,混凝土标桩,块,11.670,4.0000,4.0000,4.0000,,

,C10010101,中砂,m³,81.970,9.7100,9.7100,9.7100,,

,C14010100,镀锌铁丝综合,kg,5.468,0.1474,0.1970,0.2398,,

,C16050621,热缩管帽,只,11.449,0.6261,0.6949,0.7240,,

,C18030801,自黏性橡胶带25mm×20m,卷,7.080,0.6591,1.5842,1.8875,,

,C18060101,塑料带20mm×40m,卷,2.490,0.2288,0.4820,0.5820,,

,C18081501,地埋警示带,m,0.140,102.0000,102.0000,102.0000,,

,C19010102,汽油,kg,10.290,0.2181,0.3778,0.3873,,

,C19020406,真空油脂,kg,11.550,0.9849,1.4125,1.6591,,

,C22010313,清洁布250×250,块,8.682,0.3410,0.5500,0.6940,,

,C35000001,电力电缆,m,0.000,(100.0000),(100.0000),(100.0000),,

,C99010102,其他材料费,元,1.000,39.9950,40.4530,40.6280,,

机械,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,0.7493,0.9990,1.4985,,

,J03-01-035,汽车式起重机起重量12t,台班,877.891,0.0413,0.0822,0.1257,,

,J04-01-002,载重汽车5t,台班,468.559,0.0669,0.1339,0.1875,,

,J04-01-004,载重汽车8t,台班,541.743,,0.0822,0.1257,,

,J05-01-009,电动单筒慢速卷扬机30kN,台班,193.053,,0.1170,,,

,J13-01-090,电力工程车,台班,420.215,0.2360,0.2480,0.2720,,

,J13-01-119,电缆输送机JSD-1,台班,147.883,,,0.4348,,

,J14-08-287,绝缘电阻测试仪2500~10000V2mA以上,台班,79.710,0.0450,0.0450,0.0450,,

,,,,,,,,,

定额编号,,,,,PGL2-4,PGL2-5,PGL2-6,,

项目,,,,,1kV电缆沟(隧道、排管及沿墙)电力电缆敷设,,,,

,,,,,截面以内（mm²）,,,,

,,,,,70,120,400,,

定额单位,,,,,100m,100m,100m,,

定额基价(元),,,,,616.45,1028.04,1391.58,,

人工费(元),,,,,493.51,682.57,948.84,,

材料费(元),,,,,49.56,70.06,78.71,,

机械费(元),,,,,73.38,275.41,364.03,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,3.0013,3.6357,4.5104,,

,9101111,线路技术工,工日,127.000,1.9953,3.0844,4.6300,,

材料,C01020713,圆钢φ10以上,kg,4.674,1.1600,1.5520,1.2416,,

,C01040102,钢丝绳φ15以下,kg,7.051,0.6534,1.2176,1.3976,,

,C04020100,黄铜丝综合,kg,55.790,0.0394,0.0577,0.0659,,

,C14010100,镀锌铁丝综合,kg,5.468,0.1080,0.1471,0.1878,,

,C16050621,热缩管帽,只,11.449,0.6258,0.6649,0.6753,,

,C18030801,自黏性橡胶带25mm×20m,卷,7.080,0.7393,1.3342,1.6536,,

,C18060101,塑料带20mm×40m,卷,2.490,0.2383,0.5412,0.5672,,

,C19010102,汽油,kg,10.290,0.2344,0.3798,0.3922,,

,C19020406,真空油脂,kg,11.550,0.7159,1.1248,1.4563,,

,C22010313,清洁布250×250,块,8.682,0.3660,0.5300,0.7120,,

,C22030501,钢锯条各种规格,根,1.327,6.7200,6.7200,6.7200,,

,C35000001,电力电缆,m,0.000,(100.0000),(100.0000),(100.0000),,

,C99010102,其他材料费,元,1.000,0.9718,1.3738,1.5434,,

机械,J03-01-035,汽车式起重机起重量12t,台班,877.891,0.0440,0.1152,0.1632,,

,J04-01-002,载重汽车5t,台班,468.559,0.0605,0.1272,0.1653,,

,J04-01-004,载重汽车8t,台班,541.743,,0.1340,0.1838,,

,J05-01-009,电动单筒慢速卷扬机30kN,台班,193.053,,0.0560,,,

,J13-01-090,电力工程车,台班,420.215,0.0067,0.0067,0.0067,,

,J13-01-119,电缆输送机JSD-1,台班,147.883,,0.1682,0.2524,,

,J14-08-287,绝缘电阻测试仪2500~10000V2mA以上,台班,79.710,0.0450,0.0450,0.0450,,

,,,,,,,,,

定额编号,,,,,PGL2-7,PGL2-8,PGL2-9,,

项目,,,,,10kV直埋式电力电缆敷设,,,,

,,,,,截面以内（mm²）,,,,

,,,,,70,120,400,,

定额单位,,,,,100m/三相,100m/三相,100m/三相,,

定额基价(元),,,,,3914.52,4321.08,4673.27,,

人工费(元),,,,,1626.89,1782.30,1990.14,,

材料费(元),,,,,2044.68,2063.48,2074.10,,

机械费(元),,,,,242.95,475.30,609.03,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,16.6488,17.1818,17.8876,,

,9101107,建筑技术工,工日,111.000,0.3700,0.3700,0.3700,,

,9101111,线路技术工,工日,127.000,1.9993,2.8873,4.0792,,

材料,C01040102,钢丝绳φ15以下,kg,7.051,0.9603,1.6005,2.0130,,

,C04020100,黄铜丝综合,kg,55.790,0.0694,0.0790,0.0927,,

,C09050202,混凝土保护板300×250×30,块,3.275,336.7000,336.7000,336.7000,,

,C09050605,混凝土标桩,块,11.670,4.0000,4.0000,4.0000,,

,C10010101,中砂,m³,81.970,9.7100,9.7100,9.7100,,

,C14010100,镀锌铁丝综合,kg,5.468,0.1649,0.2110,0.2555,,

,C16050621,热缩管帽,只,11.449,0.6549,0.6691,0.6837,,

,C18030801,自黏性橡胶带25mm×20m,卷,7.080,1.0140,1.6470,1.9356,,

,C18060101,塑料带20mm×40m,卷,2.490,0.2725,0.3890,0.5571,,

,C18081501,地埋警示带,m,0.140,102.0000,102.0000,102.0000,,

,C19010102,汽油,kg,10.290,0.2425,0.3690,0.3884,,

,C19020406,真空油脂,kg,11.550,1.0890,1.5725,1.7857,,

,C22010313,清洁布250×250,块,8.682,0.3500,0.5000,0.6390,,

,C35000001,电力电缆,m,0.000,(100.0000),(100.0000),(100.0000),,

,C99010102,其他材料费,元,1.000,40.0902,40.4587,40.6670,,

机械,J01-01-053,电动夯实机夯击能量250N·m,台班,29.153,1.4985,1.4985,1.4985,,

,J03-01-035,汽车式起重机起重量12t,台班,877.891,0.0477,0.1387,0.2006,,

,J04-01-002,载重汽车5t,台班,468.559,0.0843,0.1606,0.2183,,

,J04-01-004,载重汽车8t,台班,541.743,,0.1316,0.1995,,

,J05-01-009,电动单筒慢速卷扬机30kN,台班,193.053,,0.2353,,,

,J13-01-090,电力工程车,台班,420.215,0.2720,0.2720,0.2720,,

,J13-01-119,电缆输送机JSD-1,台班,147.883,,,0.4124,,

,J14-08-287,绝缘电阻测试仪2500~10000V2mA以上,台班,79.710,0.0450,0.0450,0.0450,,

,,,,,,,,,

定额编号,,,,,PGL2-10,PGL2-11,PGL2-12,,

项目,,,,,10kV电缆沟(隧道、排管及沿墙)电力电缆敷设,,,,

,,,,,截面以内（mm²）,,,,

,,,,,70,120,400,,

定额单位,,,,,100m/三相,100m/三相,100m/三相,,

定额基价(元),,,,,894.43,1367.63,1930.97,,

人工费(元),,,,,736.32,980.97,1454.35,,

材料费(元),,,,,70.40,89.01,103.40,,

机械费(元),,,,,87.71,297.65,373.22,,

编号|名称,,,单位,单价,数量,,,,

人工,9101106,普通工,工日,80.000,5.1559,6.0266,8.2540,,

,9101111,线路技术工,工日,127.000,2.5500,3.9279,6.2522,,

材料,C01020713,圆钢φ10以上,kg,4.674,1.1640,1.5520,1.2416,,

,C01040102,钢丝绳φ15以下,kg,7.051,0.8742,1.3059,1.4155,,

,C04020100,黄铜丝综合,kg