某地排水管网及生活污水处理工程预算实例p

1、表23 综合单价工料机分析表,项目编码:,040501007001,单位：m,项目名称：,砌筑渠道：排水暗沟渠道断面：内宽30cm，平均高67.5cm渠道材料:渠道两侧240厚M5砖砌体,厚15mm 1:2水泥砂浆粉刷 垫层厚度、材料品种、强度：980宽100厚C10砼垫层 盖板：C15钢筋砼盖板预制安装,第 1 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.594,26.000,15.44,三类,工日,1,人工小计,15.44,主要材料,水,m3,0.20291,1.950,0.40,现浇现拌混凝土 C10(40),m3,0.099

2、47,129.110,12.84,水泥砂浆 M5.0,m3,0.08272,123.090,10.18,标准砖24011553mm,千块,0.18083,211.000,38.16,现浇现拌混凝土 C15(40),m3,0.03045,144.240,4.39,草袋,个,0.36192,2.150,0.78,防水砂浆,m3,0.02936,278.790,8.19,其他材料费,1.522,材料费小计,44.48,主要机械,机动翻斗车 1t,台班,0.00713,75.250,0.54,混凝土振捣器 插入式,台班,0.00265,9.350,0.02,混凝土振捣器 平板式 BL11,台班,0.0

3、1243,11.500,0.14,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.00754,81.590,0.62,其他机械费,3,机械费小计,0.864,直接工程费（123）,60.775,管理费,1.966,利润,1.147,风险费用,8,综合单价（4567）,63.87,表23 综合单价工料机分析表,项目编码:,040501007002,单位：m,项目名称：,砌筑渠道：排水暗沟渠道断面：内宽40cm，平均高80.2cm渠道材料:渠道两侧240厚M5砖砌体,厚15mm 1:2水泥砂浆粉刷 垫层厚度、材料品种、强度：1080宽100厚C10砼垫层 盖板：C15钢筋砼盖板预制安装,第

4、 2 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.714,26.000,18.56,三类,工日,1,人工小计,18.56,主要材料,水,m3,0.24246,1.950,0.47,现浇现拌混凝土 C10(40),m3,0.10962,129.110,14.15,水泥砂浆 M5.0,m3,0.10021,123.090,12.33,标准砖24011553mm,千块,0.21907,211.000,46.22,现浇现拌混凝土 C15(40),m3,0.04064,144.240,5.86,草袋,个,0.48309,2.150,1.04,

5、防水砂浆,m3,0.03488,278.790,9.72,其他材料费,1.822,材料费小计,53.38,主要机械,机动翻斗车 1t,台班,0.00882,75.250,0.66,混凝土振捣器 插入式,台班,0.00354,9.350,0.03,混凝土振捣器 平板式 BL11,台班,0.0139,11.500,0.16,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.00872,81.590,0.71,其他机械费,3,机械费小计,1.024,直接工程费（123）,72.965,管理费,2.356,利润,1.377,风险费用,8,综合单价（4567）,76.68,表23 综合单价工料机分

6、析表,项目编码:,040501007003,单位：m,项目名称：,砌筑渠道：排水暗沟渠道断面：内宽50cm，平均高50cm渠道材料:渠道两侧240厚M5砖砌体,厚15mm 1:2水泥砂浆粉刷 垫层厚度、材料品种、强度：1180宽100厚C10砼垫层 盖板：C15钢筋砼盖板预制安装,第 3 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.531,26.000,13.81,三类,工日,1,人工小计,13.81,主要材料,水,m3,0.25578,1.950,0.50,现浇现拌混凝土 C10(40),m3,0.11974,129.110,15

7、.46,水泥砂浆 M5.0,m3,0.06251,123.090,7.69,标准砖24011553mm,千块,0.13665,211.000,28.83,现浇现拌混凝土 C15(40),m3,0.05075,144.240,7.32,草袋,个,0.6032,2.150,1.30,防水砂浆,m3,0.02174,278.790,6.06,其他材料费,1.362,材料费小计,39.39,主要机械,机动翻斗车 1t,台班,0.0075,75.250,0.56,混凝土振捣器 插入式,台班,0.00442,9.350,0.04,混凝土振捣器 平板式 BL11,台班,0.01537,11.500,0.18

8、,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.00989,81.590,0.81,其他机械费,3,机械费小计,1.034,直接工程费（123）,54.235,管理费,1.786,利润,1.047,风险费用,8,综合单价（4567）,57.05,表23 综合单价工料机分析表,项目编码:,040701002001,单位：t,项目名称：,非预应力钢筋 预制混凝土钢筋 螺钢,第 4 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,5.077,26.000,132.00,三类,工日,1,人工小计,132.00,主要材料,电焊条,kg,8.

9、88001,3.350,29.75,铁丝 1822#,kg,2.95002,5.360,15.81,螺纹钢 综合,t,1.01999,3000.000,3059.97,其他材料费,2,材料费小计,1944.08,主要机械,对焊机 容量 75KV.A,台班,0.100,107.520,10.75,交流弧焊机 容量 32KV.A,台班,0.510,79.360,40.47,钢筋弯曲机 直径 40mm,台班,0.210,20.850,4.38,钢筋切断机 直径 40mm,台班,0.100,35.420,3.54,电动卷扬机 单筒慢速50KN,台班,0.190,72.180,13.71,其他机械费,3

10、,机械费小计,45.614,直接工程费（123）,2121.695,管理费,21.316,利润,12.437,风险费用,8,综合单价（4567）,2155.44,表23 综合单价工料机分析表,项目编码:,040101002001,单位：m3,项目名称：,挖沟槽土方,第 5 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,0.004,24.000,0.09,二类,工日,三类,工日,1,人工小计,0.09,其他材料费,2,材料费小计,0.00,主要机械,履带式单斗挖掘机 液压 斗容量 1m3,台班,0.0025,706.170,1.77,履带式推土机 75

11、KW,台班,0.00025,387.810,0.10,其他机械费,3,机械费小计,1.304,直接工程费（123）,1.395,管理费,0.176,利润,0.107,风险费用,8,综合单价（4567）,1.65,表23 综合单价工料机分析表,项目编码:,040103001001,单位：m3,项目名称：,填方:土方回填,第 6 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,0.086,24.000,2.07,二类,工日,三类,工日,1,人工小计,2.07,其他材料费,2,材料费小计,0.00,主要机械,夯实机 电动 夯击能力 20-62Nm,台班,0.

12、0798,23.120,1.84,其他机械费,3,机械费小计,1.164,直接工程费（123）,3.235,管理费,0.396,利润,0.237,风险费用,8,综合单价（4567）,3.84,表23 综合单价工料机分析表,项目编码:,040103002001,单位：m3,项目名称：,余方弃置 运距由投标单位自行考虑,第 7 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,三类,工日,1,人工小计,0.00,主要材料,水,m3,0.012,1.950,0.02,其他材料费,2,材料费小计,0.01,主要机械,自卸汽车 8t,台班,0.0192

13、3,419.560,8.07,洒水车 罐容量(4000L)中,台班,0.0006,251.170,0.15,其他机械费,3,机械费小计,5.784,直接工程费（123）,5.805,管理费,0.696,利润,0.407,风险费用,8,综合单价（4567）,6.90,表23 综合单价工料机分析表,项目编码:,040501006001,单位：m,项目名称：,塑料管道铺设200 UPVC管 环钢度8级 橡胶圈接口,150厚中粗砂基础,中粗砂护管,填至管顶以上50cm,管道闭水试验,第 8 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.150

14、,26.000,3.89,三类,工日,1,人工小计,3.89,主要材料,电焊条,kg,0.003,3.350,0.01,带帽带垫螺栓,kg,0.0024,6.190,0.01,镀锌钢管 DN50,m,0.0102,19.090,0.19,钢板 4.510,kg,0.0246,2.890,0.07,平焊法兰 1.0MPa DN50,片,0.00013,13.660,0.00,法兰阀门 DN50,个,0.00007,102.000,0.01,橡胶圈(UPVC管) DN200,只,0.180,10.000,1.80,氧气,m3,0.00385,3.270,0.01,水,m3,0.0345,1.950

15、,0.07,石棉橡胶板 16,kg,0.009,7.390,0.07,乙炔气,m3,0.00128,17.900,0.02,UPVC管 200,m,1.015,14.000,14.21,毛砂(综合),t,0.58094,20.000,11.62,其他材料费,0.532,材料费小计,17.93,主要机械,夯实机 电动 夯击能力 20-62Nm,台班,0.026,23.120,0.60,电焊条烘干箱 容积 60X50X75cm3,台班,0.0001,23.090,0.00,直流弧焊机 20KW,台班,0.001,69.310,0.07,试压泵 压力 25MPa,台班,0.002,19.360,0.

16、04,立式钻床 钻孔直径 25mm,台班,0.0003,9.600,0.00,其他机械费,3,机械费小计,0.454,直接工程费（123）,22.265,管理费,0.526,利润,0.307,风险费用,8,综合单价（4567）,23.08,表23 综合单价工料机分析表,项目编码:,040501006002,单位：m,项目名称：,塑料管道铺设300 UPVC管 环钢度8级 橡胶圈接口,150厚中粗砂基础,中粗砂护管,填至管顶以上50cm,管道闭水试验,第 9 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.157,26.000,4.08,

17、三类,工日,1,人工小计,4.08,主要材料,电焊条,kg,0.003,3.350,0.01,带帽带垫螺栓,kg,0.0038,6.190,0.02,镀锌钢管 DN50,m,0.0102,19.090,0.19,钢板 4.510,kg,0.03873,2.890,0.11,平焊法兰 1.0MPa DN50,片,0.00013,13.660,0.00,法兰阀门 DN50,个,0.00007,102.000,0.01,橡胶圈(UPVC管) 300,只,0.180,15.000,2.70,氧气,m3,0.00385,3.270,0.01,水,m3,0.0777,1.950,0.15,石棉橡胶板 16

18、,kg,0.00897,7.390,0.07,乙炔气,m3,0.00128,17.900,0.02,UPVC管 300,m,1.015,22.000,22.33,毛砂(综合),t,0.58094,20.000,11.62,其他材料费,0.532,材料费小计,23.65,主要机械,夯实机 电动 夯击能力 20-62Nm,台班,0.026,23.120,0.60,电焊条烘干箱 容积 60X50X75cm3,台班,0.0001,23.090,0.00,直流弧焊机 20KW,台班,0.001,69.310,0.07,试压泵 压力 25MPa,台班,0.002,19.360,0.04,立式钻床 钻孔直径

19、 25mm,台班,0.0004,9.600,0.00,其他机械费,3,机械费小计,0.454,直接工程费（123）,28.185,管理费,0.546,利润,0.327,风险费用,8,综合单价（4567）,29.04,表23 综合单价工料机分析表,项目编码:,040501006003,单位：m,项目名称：,塑料管道铺设400 UPVC管 环钢度8级 橡胶圈接口,150厚中粗砂基础,中粗砂护管,填至管顶以上50cm,管道闭水试验,第 10 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.193,26.000,5.02,三类,工日,1,人工小

20、计,5.02,主要材料,电焊条,kg,0.0048,3.350,0.02,带帽带垫螺栓,kg,0.0067,6.190,0.04,镀锌钢管 DN50,m,0.0102,19.090,0.19,钢板 4.510,kg,0.04737,2.890,0.14,平焊法兰 1.0MPa DN50,片,0.00013,13.660,0.00,法兰阀门 DN50,个,0.00007,102.000,0.01,橡胶圈(UPVC管) 400,只,0.180,17.000,3.06,氧气,m3,0.00517,3.270,0.02,水,m3,0.1382,1.950,0.27,石棉橡胶板 16,kg,0.021,

21、7.390,0.16,乙炔气,m3,0.00172,17.900,0.03,UPVC管 400,m,1.015,34.000,34.51,毛砂(综合),t,0.69712,20.000,13.94,其他材料费,0.612,材料费小计,33.17,主要机械,夯实机 电动 夯击能力 20-62Nm,台班,0.0312,23.120,0.72,电焊条烘干箱 容积 60X50X75cm3,台班,0.0001,23.090,0.00,直流弧焊机 20KW,台班,0.001,69.310,0.07,试压泵 压力 25MPa,台班,0.003,19.360,0.06,立式钻床 钻孔直径 25mm,台班,0.

22、0005,9.600,0.00,其他机械费,3,机械费小计,0.544,直接工程费（123）,38.735,管理费,0.676,利润,0.397,风险费用,8,综合单价（4567）,39.79,表23 综合单价工料机分析表,项目编码:,040501006004,单位：m,项目名称：,塑料管道铺设300 UPVC管雨水口支管 环钢度8级 橡胶圈接口,150厚中粗砂基础,中粗砂护管,填至管顶以上50cm,管道闭水试验,第 11 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.157,26.000,4.08,三类,工日,1,人工小计,4.08

23、,主要材料,电焊条,kg,0.003,3.350,0.01,带帽带垫螺栓,kg,0.0038,6.190,0.02,镀锌钢管 DN50,m,0.0102,19.090,0.19,钢板 4.510,kg,0.03873,2.890,0.11,平焊法兰 1.0MPa DN50,片,0.00013,13.660,0.00,法兰阀门 DN50,个,0.00007,102.000,0.01,橡胶圈(UPVC管) 300,只,0.180,15.000,2.70,氧气,m3,0.00385,3.270,0.01,水,m3,0.0777,1.950,0.15,石棉橡胶板 16,kg,0.00897,7.390

24、,0.07,乙炔气,m3,0.00128,17.900,0.02,UPVC管 300,m,1.015,22.000,22.33,毛砂(综合),t,0.58107,20.000,11.62,其他材料费,0.532,材料费小计,23.65,主要机械,夯实机 电动 夯击能力 20-62Nm,台班,0.02601,23.120,0.60,电焊条烘干箱 容积 60X50X75cm3,台班,0.0001,23.090,0.00,直流弧焊机 20KW,台班,0.001,69.310,0.07,试压泵 压力 25MPa,台班,0.002,19.360,0.04,立式钻床 钻孔直径 25mm,台班,0.0004

25、,9.600,0.00,其他机械费,3,机械费小计,0.454,直接工程费（123）,28.185,管理费,0.546,利润,0.327,风险费用,8,综合单价（4567）,29.04,表23 综合单价工料机分析表,项目编码:,040101002002,单位：m3,项目名称：,挖沟槽土方,第 12 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,0.004,24.000,0.09,二类,工日,三类,工日,1,人工小计,0.09,其他材料费,2,材料费小计,0.00,主要机械,履带式单斗挖掘机 液压 斗容量 1m3,台班,0.0025,706.170,1

26、.77,履带式推土机 75KW,台班,0.00025,387.810,0.10,其他机械费,3,机械费小计,1.304,直接工程费（123）,1.395,管理费,0.176,利润,0.107,风险费用,8,综合单价（4567）,1.65,表23 综合单价工料机分析表,项目编码:,040103001002,单位：m3,项目名称：,填方:土方回填,第 13 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,0.086,24.000,2.07,二类,工日,三类,工日,1,人工小计,2.07,其他材料费,2,材料费小计,0.00,主要机械,夯实机 电动 夯击能力

27、 20-62Nm,台班,0.0798,23.120,1.84,其他机械费,3,机械费小计,1.164,直接工程费（123）,3.235,管理费,0.396,利润,0.237,风险费用,8,综合单价（4567）,3.84,表23 综合单价工料机分析表,项目编码:,040103002002,单位：m3,项目名称：,余方弃置 运距由投标单位自行考虑,第 14 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,三类,工日,1,人工小计,0.00,主要材料,水,m3,0.012,1.950,0.02,其他材料费,2,材料费小计,0.01,主要机械,自卸

28、汽车 8t,台班,0.01923,419.560,8.07,洒水车 罐容量(4000L)中,台班,0.0006,251.170,0.15,其他机械费,3,机械费小计,5.784,直接工程费（123）,5.805,管理费,0.696,利润,0.407,风险费用,8,综合单价（4567）,6.90,表23 综合单价工料机分析表,项目编码:,040504002001,单位：座,项目名称：,混凝土检查井:1#.2#集水井 内径2*2m 100厚C10素砼垫层,C20钢筋砼底板,250厚C20钢筋砼井壁,C20钢筋砼盖板预制安装,含钢筋制作安装 每座预埋300套管共3个,内置1台1.5KW潜污泵,第 1

29、5 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,4.884,26.000,126.97,三类,工日,1,人工小计,126.98,主要材料,水,m3,3.3693,1.950,6.57,现浇现拌混凝土 C10(40),m3,0.408,129.110,52.68,现浇现拌混凝土 C20(40),m3,1.832,158.960,291.21,草袋,个,14.299,2.150,30.74,预埋300套管3个几内置1台1.5KW潜污泵,台,1.000,445.00,445.00,其他材料费,4.192,材料费小计,443.04,主要机械,混

30、凝土振捣器 插入式,台班,0.12415,9.350,1.16,混凝土振捣器 平板式 BL11,台班,0.08865,11.500,1.02,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.130,81.590,10.61,机动翻斗车 1t,台班,0.176,75.250,13.24,其他机械费,3,机械费小计,39.044,直接工程费（123）,609.055,管理费,19.936,利润,11.627,风险费用,8,综合单价（4567）,640.59,表23 综合单价工料机分析表,项目编码:,040504001001,单位：座,项目名称：,混凝土检查井:1000砖砌检查井 M7.5水

31、泥砂浆砌筑,内外20厚1:2防水水泥砂浆抹面,100厚C10素砼基础,C30钢筋砼井座,含钢筋制作安装,D700重型复合材料井盖座,详见02S515-11,第 16 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,6.161,26.000,160.18,三类,工日,1,人工小计,160.18,主要材料,水泥砂浆 M7.5,m3,0.712,128.510,91.50,水泥砂浆 1:2,m3,0.19953,207.700,41.44,草袋,个,2.56122,2.150,5.51,煤焦沥青漆 L01-17,kg,1.184,2.630,3.

32、11,标准砖24011553mm,千块,1.139,211.000,240.33,水,m3,0.7601,1.950,1.48,D700重型复合材料井盖,套,1.000,260.000,260.00,铸铁爬梯,kg,18.685,4.200,78.48,现浇现拌混凝土 C10(40),m3,0.314,129.110,40.54,其他材料费,10.082,材料费小计,466.02,主要机械,机动翻斗车 1t,台班,0.04698,75.250,3.54,混凝土振捣器 平板式 BL11,台班,0.02384,11.500,0.27,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.0179

33、2,81.590,1.46,其他机械费,3,机械费小计,3.514,直接工程费（123）,629.705,管理费,19.646,利润,11.467,风险费用,8,综合单价（4567）,660.81,表23 综合单价工料机分析表,项目编码:,040504001002,单位：座,项目名称：,砌筑检查井:700砖砌检查井 M7.5水泥砂浆砌筑,内外20厚1:2防水水泥砂浆抹面,100厚C10素砼基础,C30钢筋砼井座,含钢筋制作安装,D700重型复合材料井盖座,详见02S515-10,第 17 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,3.

34、893,26.000,101.21,三类,工日,1,人工小计,101.21,主要材料,水泥砂浆 M7.5,m3,0.454,128.510,58.34,水泥砂浆 1:2,m3,0.19246,207.700,39.97,草袋,个,1.72923,2.150,3.72,煤焦沥青漆 L01-17,kg,1.184,2.630,3.11,标准砖24011553mm,千块,0.726,211.000,153.19,水,m3,0.5191,1.950,1.01,D700重型复合材料井盖,套,1.000,260.000,260.00,铸铁爬梯,kg,18.685,4.200,78.48,现浇现拌混凝土 C

35、10(40),m3,0.238,129.110,30.73,其他材料费,7.402,材料费小计,385.81,主要机械,机动翻斗车 1t,台班,0.04306,75.250,3.24,混凝土振捣器 平板式 BL11,台班,0.01984,11.500,0.23,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.01393,81.590,1.14,其他机械费,3,机械费小计,3.074,直接工程费（123）,490.095,管理费,12.516,利润,7.307,风险费用,8,综合单价（4567）,509.91,表23 综合单价工料机分析表,项目编码:,040504001003,单位：座,

36、项目名称：,砌筑检查井:1000砖砌溢流井 M7.5水泥砂浆砌筑,内外20厚1:2防水水泥砂浆抹面,100厚C10素砼基础,C30钢筋砼井座,含钢筋制作安装,D700重型复合材料井盖座,详见02S515-21,第 18 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,6.218,26.000,161.66,三类,工日,1,人工小计,161.66,主要材料,水泥砂浆 M7.5,m3,0.712,128.510,91.50,水泥砂浆 1:2,m3,0.20793,207.700,43.19,草袋,个,2.56123,2.150,5.51,煤焦沥

37、青漆 L01-17,kg,1.184,2.630,3.11,标准砖24011553mm,千块,1.139,211.000,240.33,水,m3,0.7601,1.950,1.48,D700重型复合材料井盖,套,1.000,260.000,260.00,铸铁爬梯,kg,18.685,4.200,78.48,现浇现拌混凝土 C10(40),m3,0.314,129.110,40.54,其他材料费,10.122,材料费小计,467.06,主要机械,机动翻斗车 1t,台班,0.04833,75.250,3.64,混凝土振捣器 平板式 BL11,台班,0.02383,11.500,0.27,双锥反转出

38、料混凝土搅拌机 出料容量 350L,台班,0.01793,81.590,1.46,其他机械费,3,机械费小计,3.584,直接工程费（123）,632.305,管理费,19.836,利润,11.577,风险费用,8,综合单价（4567）,663.70,表23 综合单价工料机分析表,项目编码:,040504003001,单位：座,项目名称：,单篦式雨水口;单平篦(680380)井深1.0m 100厚C10砼基础,M10.0水泥砂浆砌筑,内外20厚1:2水泥砂浆抹面,重型复合材料井篦井座,详见95S518-1-4,第 19 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人

39、工,一类,工日,二类,工日,2.116,26.000,55.02,三类,工日,1,人工小计,55.02,主要材料,水泥砂浆 M10.0,m3,0.178,133.930,23.84,水泥砂浆 1:2,m3,0.02574,207.700,5.35,水泥砂浆 1:3,m3,0.004,173.920,0.70,草袋,个,1.84962,2.150,3.98,煤焦沥青漆 L01-17,kg,0.400,2.630,1.05,标准砖24011553mm,千块,0.379,211.000,79.97,水,m3,0.57588,1.950,1.12,铸铁平蓖 390510,套,1.000,220.000

40、,220.00,现浇现拌混凝土 C10(40),m3,0.15886,129.110,20.51,其他材料费,6.362,材料费小计,221.86,主要机械,机动翻斗车 1t,台班,0.01621,75.250,1.22,混凝土振捣器 平板式 BL11,台班,0.01054,11.500,0.12,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.00927,81.590,0.76,其他机械费,3,机械费小计,1.394,直接工程费（123）,278.265,管理费,6.776,利润,3.957,风险费用,8,综合单价（4567）,288.98,表23 综合单价工料机分析表,项目编码:,

41、040504004001,单位：座,项目名称：,其他砌筑井:砖砌格栅井内径1*0.6m 高0.8m 120宽M7.5水泥砂浆砌筑,内外20厚1:2防水水泥砂浆抹面,100厚C10素砼垫层,C20钢筋砼基础,含钢筋制作安装,复合材料井盖井座 内置格栅二套,d=5mm,人工定期清查,第 20 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,1.761,26.000,45.79,三类,工日,1,人工小计,45.79,主要材料,草袋,个,4.5071,2.150,9.69,现浇现拌混凝土 C25(40),m3,0.609,172.630,105.1

42、3,水泥砂浆 1:2,m3,0.0713,207.700,14.81,现浇现拌混凝土 C20(40),m3,0.0612,158.960,9.73,现浇现拌混凝土 C10(40),m3,0.0306,129.110,3.95,水,m3,1.0526,1.950,2.05,标准砖24011553mm,千块,0.08175,211.000,17.25,煤焦沥青漆 L01-17,kg,0.0469,2.630,0.12,水泥砂浆 M7.5,m3,0.0343,128.510,4.41,其他材料费,3.332,材料费小计,99.69,主要机械,混凝土振捣器 平板式 BL11,台班,0.03895,11

43、.500,0.45,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.0407,81.590,3.32,混凝土振捣器 插入式,台班,0.00535,9.350,0.05,机动翻斗车 1t,台班,0.07225,75.250,5.44,其他机械费,3,机械费小计,6.134,直接工程费（123）,151.605,管理费,6.246,利润,3.647,风险费用,8,综合单价（4567）,161.47,表23 综合单价工料机分析表,项目编码:,040506007001,单位：m3,项目名称：,现浇混凝土池底 池底形式:4100*8700*300mm厚C25砼,抗渗S6垫层:100厚C10砼垫层

44、,100厚碎石垫层,第 21 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,1.727,26.000,44.90,三类,工日,1,人工小计,44.90,主要材料,现浇现拌混凝土 C10(40),m3,0.34003,129.110,43.90,防水混凝土 C25/P8 (40),m3,1.015,179.020,181.71,水,m3,0.5243,1.950,1.02,草袋,个,0.140,2.150,0.30,碎石 40mm,t,0.60119,25.000,15.03,其他材料费,1.392,材料费小计,138.97,主要机械,双锥

45、反转出料混凝土搅拌机 出料容量 350L,台班,0.07573,81.590,6.18,混凝土振捣器 平板式 BL11,台班,0.04773,11.500,0.55,混凝土振捣器 插入式,台班,0.084,9.350,0.79,机动翻斗车 1t,台班,0.08267,75.250,6.22,履带式起重机 提升质量 15t,台班,0.056,454.250,25.44,夯实机 电动 夯击能力 20-62Nm,台班,0.02467,23.120,0.57,其他机械费,3,机械费小计,26.684,直接工程费（123）,210.565,管理费,8.596,利润,5.017,风险费用,8,综合单价（4

46、567）,224.16,表23 综合单价工料机分析表,项目编码:,040506008001,单位：m3,项目名称：,现浇混凝土池壁(隔墙)C25 S6,第 22 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,1.586,26.000,41.23,三类,工日,1,人工小计,41.23,主要材料,水,m3,0.3185,1.950,0.62,现浇现拌混凝土 C25(40),m3,1.015,172.630,175.22,其他材料费,2,材料费小计,102.02,主要机械,履带式电动起重机 提升质量 5t,台班,0.1416,123.760,1

47、7.52,机动翻斗车 1t,台班,0.056,75.250,4.21,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.056,81.590,4.57,混凝土振捣器 插入式,台班,0.112,9.350,1.05,其他机械费,3,机械费小计,17.394,直接工程费（123）,160.655,管理费,7.046,利润,4.107,风险费用,8,综合单价（4567）,171.79,表23 综合单价工料机分析表,项目编码:,040506013001,单位：m,项目名称：,池槽:溢流堰 混凝土强度等级:25 S6 池槽断面:槽高250mm,宽250mm,底板厚80mm,槽壁厚60mm,第 23

48、 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.298,26.000,7.76,三类,工日,1,人工小计,7.76,主要材料,草袋,个,0.07018,2.150,0.15,水,m3,0.12258,1.950,0.24,现浇现拌混凝土 C25(40),m3,0.16917,172.630,29.20,其他材料费,2,材料费小计,17.18,主要机械,履带式电动起重机 提升质量 5t,台班,0.02167,123.760,2.68,机动翻斗车 1t,台班,0.00982,75.250,0.74,双锥反转出料混凝土搅拌机 出料容量 35

49、0L,台班,0.00982,81.590,0.80,混凝土振捣器 插入式,台班,0.01963,9.350,0.18,其他机械费,3,机械费小计,2.804,直接工程费（123）,27.755,管理费,1.276,利润,0.747,风险费用,8,综合单价（4567）,29.75,表23 综合单价工料机分析表,项目编码:,040506012001,单位：m3,项目名称：,现浇混凝土板:200mm厚C25 S6顶板 ,第 24 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,1.825,26.000,47.46,三类,工日,1,人工小计,47.

50、45,主要材料,草袋,个,0.9517,2.150,2.05,水,m3,0.9805,1.950,1.91,现浇现拌混凝土 C25(40),m3,1.015,172.630,175.22,其他材料费,2,材料费小计,104.11,主要机械,履带式起重机 提升质量 15t,台班,0.0582,454.250,26.44,机动翻斗车 1t,台班,0.0589,75.250,4.43,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.0589,81.590,4.81,混凝土振捣器 插入式,台班,0.1178,9.350,1.10,其他机械费,3,机械费小计,24.774,直接工程费（123）,

51、176.335,管理费,8.676,利润,5.067,风险费用,8,综合单价（4567）,190.05,表23 综合单价工料机分析表,项目编码:,040506007002,单位：m3,项目名称：,现浇混凝土池底流槽 C10,第 25 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,1.170,26.000,30.41,三类,工日,1,人工小计,30.41,主要材料,草袋,个,0.0875,2.150,0.19,水,m3,0.2246,1.950,0.44,现浇现拌混凝土 C10(40),m3,1.015,129.110,131.05,其他材

52、料费,2,材料费小计,68.14,主要机械,混凝土振捣器 插入式,台班,0.084,9.350,0.79,混凝土振捣器 平板式 BL11,台班,0.028,11.500,0.32,双锥反转出料混凝土搅拌机 出料容量 350L,台班,0.056,81.590,4.57,机动翻斗车 1t,台班,0.056,75.250,4.21,履带式电动起重机 提升质量 5t,台班,0.0982,123.760,12.15,其他机械费,3,机械费小计,14.064,直接工程费（123）,112.625,管理费,5.346,利润,3.117,风险费用,8,综合单价（4567）,121.07,表23 综合单价工料机

53、分析表,项目编码:,040701001001,单位：kg,项目名称：,预埋铁件:预埋钢板100*100*10mm,第 26 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.024,26.000,0.63,三类,工日,1,人工小计,0.62,主要材料,氧气,m3,0.0106,3.270,0.03,乙炔气,m3,0.00353,17.900,0.06,电焊条,kg,0.02916,3.350,0.10,中厚钢板 15mm以内,kg,0.673,2.890,1.94,型钢,kg,0.139,2.550,0.35,圆钢 综合,t,0.0002

54、4,3000.000,0.72,其他材料费,2,材料费小计,2.02,主要机械,交流弧焊机 容量 32KV.A,台班,0.00411,79.360,0.33,钢筋切断机 直径 40mm,台班,0.00006,35.420,0.00,其他机械费,3,机械费小计,0.214,直接工程费（123）,2.855,管理费,0.106,利润,0.067,风险费用,8,综合单价（4567）,3.00,表23 综合单价工料机分析表,项目编码:,补001,单位：个,项目名称：,预埋套管110,第 27 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,三类,工

55、日,1,人工小计,3.13,主要材料,预埋套管110,个,1.000,60.00,60.00,其他材料费,2,材料费小计,31.30,其他机械费,3,机械费小计,3.134,直接工程费（123）,37.565,管理费,0.756,利润,0.447,风险费用,8,综合单价（4567）,38.75,表23 综合单价工料机分析表,项目编码:,040101003001,单位：m3,项目名称：,挖基坑土方,第 28 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,0.004,24.000,0.09,二类,工日,三类,工日,1,人工小计,0.09,其他材料费,2,

56、材料费小计,0.00,主要机械,履带式单斗挖掘机 液压 斗容量 1m3,台班,0.0025,706.170,1.77,履带式推土机 75KW,台班,0.00025,387.810,0.10,其他机械费,3,机械费小计,1.304,直接工程费（123）,1.395,管理费,0.176,利润,0.107,风险费用,8,综合单价（4567）,1.65,表23 综合单价工料机分析表,项目编码:,040103001003,单位：m3,项目名称：,填方:土方回填,第 29 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,0.086,24.000,2.07,二类,工

57、日,三类,工日,1,人工小计,2.07,其他材料费,2,材料费小计,0.00,主要机械,夯实机 电动 夯击能力 20-62Nm,台班,0.0798,23.120,1.84,其他机械费,3,机械费小计,1.154,直接工程费（123）,3.235,管理费,0.396,利润,0.237,风险费用,8,综合单价（4567）,3.84,表23 综合单价工料机分析表,项目编码:,040103002003,单位：m3,项目名称：,余方弃置 运距由投标单位自行考虑,第 30 页 共 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,三类,工日,1,人工小计,0.0

58、0,主要材料,水,m3,0.012,1.950,0.02,其他材料费,2,材料费小计,0.01,主要机械,自卸汽车 8t,台班,0.01923,419.560,8.07,洒水车 罐容量(4000L)中,台班,0.0006,251.170,0.15,其他机械费,3,机械费小计,5.784,直接工程费（123）,5.805,管理费,0.696,利润,0.407,风险费用,8,综合单价（4567）,6.90,表23 综合单价工料机分析表,项目编码:,040309009001,单位：m2,项目名称：,防水层:水池内1:2防水砂浆 厚20mm,第 31 页 共 54 页,序号,名称及规格,单位,数量,金

59、额（元）,单价,合价,人工,一类,工日,二类,工日,0.051,26.000,1.32,三类,工日,1,人工小计,1.32,主要材料,水泥砂浆 1:2,m3,0.0205,207.700,4.26,防水剂,kg,0.4151,2.590,1.08,其他材料费,2,材料费小计,3.16,其他机械费,3,机械费小计,0.004,直接工程费（123）,4.475,管理费,0.166,利润,0.097,风险费用,8,综合单价（4567）,4.72,表23 综合单价工料机分析表,项目编码:,040308001001,单位：m2,项目名称：,水泥砂浆抹面:水池外1:2水泥砂浆 厚15mm,第 32 页 共

60、 54 页,序号,名称及规格,单位,数量,金额（元）,单价,合价,人工,一类,工日,二类,工日,0.095,26.000,2.47,三类,工日,1,人工小计,2.47,主要材料,水泥砂浆 1:2,m3,0.01025,207.700,2.13,水泥砂浆 1:2.5,m3,0.01179,189.200,2.23,纯水泥浆,m3,0.00103,407.630,0.42,水,m3,0.030,1.950,0.06,其他材料费,2,材料费小计,2.83,主要机械,灰浆搅拌机 拌筒容量 200L,台班,0.0075,44.690,0.34,其他机械费,3,机械费小计,0.214,直接工程费（123）