沙坣一路和新安路（环镇路道新沙路）修缮工程预算

工料机汇总表,,,,,,

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工程名称:沙坣一路和新安路（环镇路道新沙路）修缮工程,,,,第1页共4页,,

序号,工料机名称及规格型号,单位,数量,单价,合价,备注

1,安装工日,工日,582.730,143.05,83359.53,

2,安装工日,工日,628.105,143.05,89850.42,

3,台班人工,工日,55.363,140.00,7750.82,

4,台班人工,工日,167.420,140.00,23438.80,

5,机械台班人工,工日,6.024,140.00,843.36,

6,技术工日,工日,1933.330,129.82,250984.90,

7,技术工日,工日,358.067,129.82,46484.26,

8,技术工日,工日,16.026,129.82,2080.50,

9,普通工日,工日,693.766,111.61,77431.22,

10,普通工日,工日,45.914,111.61,5124.46,

11,枋板材,立米,0.169,1750.00,295.75,

12,薄板20mm,立米,3.951,2300.00,9087.30,

13,松杂枋板材,立米,6.022,1750.00,10538.50,

14,松杂枋板材,立米,0.139,1750.00,243.25,

15,松杂枋板材(周转材、综合),立米,0.397,1750.00,694.75,

16,镀锌扁钢40×4(以千克计),千克,298.129,4.70,1401.21,

17,普通水泥32.5(R),吨,11.409,450.00,5134.05,

18,普通水泥32.5(R),吨,1.143,450.00,514.35,

19,弹簧垫圈m20(以个计),个,124.000,0.08,9.92,

20,垫圈m20,个,124.000,0.15,18.60,

21,柴油,千克,1063.772,6.84,7276.20,

22,柴油,kg,5020.026,6.84,34336.98,

23,柴油,kg,100.280,6.84,685.92,

24,汽油,千克,34.449,8.28,285.24,

25,汽油,kg,131.671,8.28,1090.24,

26,溶剂汽油200#,kg,1.605,4.50,7.22,

27,石油沥青60#(以吨计),吨,0.590,2250.00,1327.50,

28,粘结剂CX-404,千克,34.305,25.14,862.43,

29,氧气(工业用),m3,11.340,4.70,53.30,

30,乙炔气,kg,4.924,12.73,62.68,

31,液化石油气,m3,86.697,9.12,790.68,

32,草袋,个,53.013,2.00,106.03,

33,电力,KW.H,2130.136,0.90,1908.39,

34,电力,KW.H,20.339,0.90,18.22,

35,电力,KW.H,2929.953,0.90,2624.94,

36,电力,kWh,10.567,0.90,9.47,

,本页小计,,,,666731.39,

工料机汇总表,,,,,,

,,,,,,,

工程名称:沙坣一路和新安路（环镇路道新沙路）修缮工程,,,,第2页共4页,,

序号,工料机名称及规格型号,单位,数量,单价,合价,备注

37,焦炭,千克,32.000,0.44,14.08,

38,麻绳,千克,0.006,6.50,0.04,

39,烟煤,吨,0.143,1300.00,185.90,

40,木柴,千克,22.304,0.60,13.38,

41,水,立米,1319.383,3.35,4419.93,

42,水,m3,11.462,3.35,38.40,

43,通棒3000,根,6.894,26.00,179.24,

44,普通钢板0-3#δ=2.0-2.5mm,千克,111.497,4.30,479.44,

45,电焊条,kg,185.696,4.49,833.78,

46,铁钉＜70,千克,105.761,5.00,528.81,

47,铁钉30-45,千克,1.369,6.00,8.21,

48,铁钉6-11,千克,29.384,5.50,161.61,

49,电缆卡子,个,20.016,0.37,7.41,

50,镀锌角钢抱箍63×6,副,58.880,20.75,1221.76,

51,塑料护口(电线管用40-50),个,49.440,0.34,16.81,

52,塑料护口(钢管用)100,个,21.939,0.50,10.97,

53,醇酸防锈漆(C53-1),千克,6.418,11.25,72.20,

54,酚醛调和漆,千克,12.579,9.35,117.61,

55,厚漆,千克,0.480,5.00,2.40,

56,沥青防腐漆,千克,2.016,9.20,18.55,

57,钢筋φ10以内,吨,1.941,2900.00,5628.90,

58,钢筋φ10以内,吨,0.184,2900.00,533.60,

59,钢筋φ10以内(以千克计),千克,7.712,2.90,22.36,

60,钢筋φ10以内(以千克计),千克,517.009,2.90,1499.33,

61,钢筋φ30,吨,1.889,3150.00,5950.35,

62,钢筋φ10以外,吨,3.640,3150.00,11466.00,

63,顶套,个,32.320,1.50,48.48,

64,无缝钢管φ89×7,米,138.811,49.50,6871.14,

65,钢锯条,根,458.776,0.32,146.81,

66,合金钢钻头(一字型),个,19.440,4.88,94.87,

67,地模摊销费,元,95.745,1.00,95.75,

68,其他材料费,元,4437.101,1.00,4437.10,

69,镀锌管接头(1.5×50),个,82.400,3.65,300.76,

70,镀锌管接头(10×100),个,21.939,8.90,195.26,

71,反光玻璃珠,千克,203.541,49.73,10122.09,

,本页小计,,,,55743.33,

工料机汇总表,,,,,,

,,,,,,,

工程名称:沙坣一路和新安路（环镇路道新沙路）修缮工程,,,,第3页共4页,,

序号,工料机名称及规格型号,单位,数量,单价,合价,备注

72,圆形标志牌（D=800）圆形标志牌（D=800）,块,14.000,390.00,5460.00,

73,C10预拌普通混凝土(粒径20mm),m3,90.576,357.90,32417.15,

74,C10预拌普通混凝土(粒径20mm),m3,14.464,357.90,5176.67,

75,C15预拌普通混凝土(粒径20mm),m3,153.061,388.56,59473.38,

76,C20预拌普通混凝土(粒径20mm),m3,11.948,374.47,4474.17,

77,C25预拌普通混凝土(粒径20mm),m3,48.654,394.28,19183.30,

78,C30预拌普通混凝土(粒径20mm),m3,2.395,411.16,984.73,

79,C35预拌普通混凝土(粒径20mm),m3,5.905,433.05,2557.16,

80,C20路面预拌混凝土(粒径20mm抗折45#),m3,819.590,433.05,354923.45,

81,半圆头螺钉m6-12×12-50,10个,771.120,0.40,308.45,

82,螺母m20,个,248.000,0.23,57.04,

83,锁紧螺母1.5×50,个,49.440,0.65,32.14,

84,锁紧螺母3×100,个,21.939,1.16,25.45,

85,镀锌带帽螺栓m12×40,套,47.797,0.81,38.72,

86,精制六角带帽螺栓m10×75(以套计),套,130.560,0.04,5.22,

87,精制六角带帽螺栓m12×55,套,130.560,0.97,126.64,

88,螺栓m10×20,套,187.680,0.22,41.29,

89,垫木,立米,0.001,750.00,0.75,

90,1#胶胶合板(厚18mm),平米,13.369,63.00,842.25,

91,封铅,千克,15.012,15.00,225.18,

92,六角空心钢,千克,31.376,5.58,175.08,

93,砼侧石(立缘石)(12*35*49.5),米,842.450,27.00,22746.15,

94,砼平石(平缘石)(8×20×49.5),米,842.450,46.00,38752.70,

95,管卡子(塑料软管用)40-50,个,3893.400,0.39,1518.43,

96,塑料管帽40-50,个,1946.700,1.26,2452.84,

97,塑料卡环40-50,个,1946.700,0.43,837.08,

98,塑料薄膜,千克,370.933,8.94,3316.14,

99,高压风管φ25-6P-20m,米,1.705,8.92,15.21,

100,聚氯乙烯带(2.23×25mm),千克,5.004,11.66,58.35,

101,镀锌铁丝φ5～φ4,千克,36.733,6.00,220.40,

102,镀锌铁丝φ2.5～φ1.4,千克,1.737,6.10,10.60,

103,镀锌铁丝φ0.7,千克,22.808,6.30,143.69,

104,裸铜铰线16,米,28.286,4.31,121.91,

105,铜丝16#,千克,2.446,25.63,62.69,

106,铁件(包括预埋铁件),千克,261.221,5.50,1436.72,

,本页小计,,,,558221.13,

工料机汇总表,,,,,,

,,,,,,,

工程名称:沙坣一路和新安路（环镇路道新沙路）修缮工程,,,,第4页共4页,,

序号,工料机名称及规格型号,单位,数量,单价,合价,备注

107,钢模板,千克,291.052,3.34,972.11,

108,中(粗)砂,立米,23.570,145.00,3417.65,

109,中(粗)砂,立米,6.086,145.00,882.47,

110,彩色环保砖(20X10X6),1000块,36.086,230.00,8299.78,

111,红砖(以块计),块,43262.100,0.23,9950.28,

112,"履带式单斗挖掘机(液压,斗容量1.0m3大型)",台班,3.627,1566.08,5680.17,

113,"风动凿岩机(手持式,小型)",台班,162.713,14.10,2294.25,

114,自卸汽车(装载质量12t大型),台班,24.814,1165.05,28909.55,

115,内燃空气压缩机(排气量3.0m3/min中型),台班,81.356,416.62,33894.54,

116,湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）2cm厚,立米,21.190,355.62,7535.59,

117,湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）2cm厚,立米,0.415,355.62,147.58,

118,湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）2cm厚,立米,0.415,355.62,147.58,

119,m10水泥砂浆,立米,20.401,337.73,6890.03,

120,湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）,立米,13.612,212.08,2886.83,

121,5%水泥稳定级配碎石,立米,160.497,210.00,33704.37,

122,槽钢[12,米,1020.600,35.18,35904.71,

123,等边角钢L100*100*6,米,300.227,7.69,2308.75,

124,热塑型标线涂料,kg,2693.004,5.04,13