沙坣一路和新安路（環(huán)鎮(zhèn)路道新沙路）修繕工程預(yù)算

工料機匯總表,,,,,,

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工程名稱:沙坣一路和新安路（環(huán)鎮(zhèn)路道新沙路）修繕工程,,,,第1頁共4頁,,

序號,工料機名稱及規(guī)格型號,單位,數(shù)量,單價,合價,備注

1,安裝工日,工日,582.730,143.05,83359.53,

2,安裝工日,工日,628.105,143.05,89850.42,

3,臺班人工,工日,55.363,140.00,7750.82,

4,臺班人工,工日,167.420,140.00,23438.80,

5,機械臺班人工,工日,6.024,140.00,843.36,

6,技術(shù)工日,工日,1933.330,129.82,250984.90,

7,技術(shù)工日,工日,358.067,129.82,46484.26,

8,技術(shù)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,松雜枋板材,立米,6.022,1750.00,10538.50,

14,松雜枋板材,立米,0.139,1750.00,243.25,

15,松雜枋板材(周轉(zhuǎn)材、綜合),立米,0.397,1750.00,694.75,

16,鍍鋅扁鋼40×4(以千克計),千克,298.129,4.70,1401.21,

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

18,普通水泥32.5(R),噸,1.143,450.00,514.35,

19,彈簧墊圈m20(以個計),個,124.000,0.08,9.92,

20,墊圈m20,個,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,溶劑汽油200#,kg,1.605,4.50,7.22,

27,石油瀝青60#(以噸計),噸,0.590,2250.00,1327.50,

28,粘結(jié)劑CX-404,千克,34.305,25.14,862.43,

29,氧氣(工業(yè)用),m3,11.340,4.70,53.30,

30,乙炔氣,kg,4.924,12.73,62.68,

31,液化石油氣,m3,86.697,9.12,790.68,

32,草袋,個,53.013,2.00,106.03,

33,電力,KW.H,2130.136,0.90,1908.39,

34,電力,KW.H,20.339,0.90,18.22,

35,電力,KW.H,2929.953,0.90,2624.94,

36,電力,kWh,10.567,0.90,9.47,

,本頁小計,,,,666731.39,

工料機匯總表,,,,,,

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工程名稱:沙坣一路和新安路（環(huán)鎮(zhèn)路道新沙路）修繕工程,,,,第2頁共4頁,,

序號,工料機名稱及規(guī)格型號,單位,數(shù)量,單價,合價,備注

37,焦炭,千克,32.000,0.44,14.08,

38,麻繩,千克,0.006,6.50,0.04,

39,煙煤,噸,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,普通鋼板0-3#δ=2.0-2.5mm,千克,111.497,4.30,479.44,

45,電焊條,kg,185.696,4.49,833.78,

46,鐵釘＜70,千克,105.761,5.00,528.81,

47,鐵釘30-45,千克,1.369,6.00,8.21,

48,鐵釘6-11,千克,29.384,5.50,161.61,

49,電纜卡子,個,20.016,0.37,7.41,

50,鍍鋅角鋼抱箍63×6,副,58.880,20.75,1221.76,

51,塑料護口(電線管用40-50),個,49.440,0.34,16.81,

52,塑料護口(鋼管用)100,個,21.939,0.50,10.97,

53,醇酸防銹漆(C53-1),千克,6.418,11.25,72.20,

54,酚醛調(diào)和漆,千克,12.579,9.35,117.61,

55,厚漆,千克,0.480,5.00,2.40,

56,瀝青防腐漆,千克,2.016,9.20,18.55,

57,鋼筋φ10以內(nèi),噸,1.941,2900.00,5628.90,

58,鋼筋φ10以內(nèi),噸,0.184,2900.00,533.60,

59,鋼筋φ10以內(nèi)(以千克計),千克,7.712,2.90,22.36,

60,鋼筋φ10以內(nèi)(以千克計),千克,517.009,2.90,1499.33,

61,鋼筋φ30,噸,1.889,3150.00,5950.35,

62,鋼筋φ10以外,噸,3.640,3150.00,11466.00,

63,頂套,個,32.320,1.50,48.48,

64,無縫鋼管φ89×7,米,138.811,49.50,6871.14,

65,鋼鋸條,根,458.776,0.32,146.81,

66,合金鋼鉆頭(一字型),個,19.440,4.88,94.87,

67,地模攤銷費,元,95.745,1.00,95.75,

68,其他材料費,元,4437.101,1.00,4437.10,

69,鍍鋅管接頭(1.5×50),個,82.400,3.65,300.76,

70,鍍鋅管接頭(10×100),個,21.939,8.90,195.26,

71,反光玻璃珠,千克,203.541,49.73,10122.09,

,本頁小計,,,,55743.33,

工料機匯總表,,,,,,

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工程名稱:沙坣一路和新安路（環(huán)鎮(zhèn)路道新沙路）修繕工程,,,,第3頁共4頁,,

序號,工料機名稱及規(guī)格型號,單位,數(shù)量,單價,合價,備注

72,圓形標(biāo)志牌（D=800）圓形標(biāo)志牌（D=800）,塊,14.000,390.00,5460.00,

73,C10預(yù)拌普通混凝土(粒徑20mm),m3,90.576,357.90,32417.15,

74,C10預(yù)拌普通混凝土(粒徑20mm),m3,14.464,357.90,5176.67,

75,C15預(yù)拌普通混凝土(粒徑20mm),m3,153.061,388.56,59473.38,

76,C20預(yù)拌普通混凝土(粒徑20mm),m3,11.948,374.47,4474.17,

77,C25預(yù)拌普通混凝土(粒徑20mm),m3,48.654,394.28,19183.30,

78,C30預(yù)拌普通混凝土(粒徑20mm),m3,2.395,411.16,984.73,

79,C35預(yù)拌普通混凝土(粒徑20mm),m3,5.905,433.05,2557.16,

80,C20路面預(yù)拌混凝土(粒徑20mm抗折45#),m3,819.590,433.05,354923.45,

81,半圓頭螺釘m6-12×12-50,10個,771.120,0.40,308.45,

82,螺母m20,個,248.000,0.23,57.04,

83,鎖緊螺母1.5×50,個,49.440,0.65,32.14,

84,鎖緊螺母3×100,個,21.939,1.16,25.45,

85,鍍鋅帶帽螺栓m12×40,套,47.797,0.81,38.72,

86,精制六角帶帽螺栓m10×75(以套計),套,130.560,0.04,5.22,

87,精制六角帶帽螺栓m12×55,套,130.560,0.97,126.64,

88,螺栓m10×20,套,187.680,0.22,41.29,

89,墊木,立米,0.001,750.00,0.75,

90,1#膠膠合板(厚18mm),平米,13.369,63.00,842.25,

91,封鉛,千克,15.012,15.00,225.18,

92,六角空心鋼,千克,31.376,5.58,175.08,

93,砼側(cè)石(立緣石)(12*35*49.5),米,842.450,27.00,22746.15,

94,砼平石(平緣石)(8×20×49.5),米,842.450,46.00,38752.70,

95,管卡子(塑料軟管用)40-50,個,3893.400,0.39,1518.43,

96,塑料管帽40-50,個,1946.700,1.26,2452.84,

97,塑料卡環(huán)40-50,個,1946.700,0.43,837.08,

98,塑料薄膜,千克,370.933,8.94,3316.14,

99,高壓風(fēng)管φ25-6P-20m,米,1.705,8.92,15.21,

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

101,鍍鋅鐵絲φ5～φ4,千克,36.733,6.00,220.40,

102,鍍鋅鐵絲φ2.5～φ1.4,千克,1.737,6.10,10.60,

103,鍍鋅鐵絲φ0.7,千克,22.808,6.30,143.69,

104,裸銅鉸線16,米,28.286,4.31,121.91,

105,銅絲16#,千克,2.446,25.63,62.69,

106,鐵件(包括預(yù)埋鐵件),千克,261.221,5.50,1436.72,

,本頁小計,,,,558221.13,

工料機匯總表,,,,,,

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工程名稱:沙坣一路和新安路（環(huán)鎮(zhèn)路道新沙路）修繕工程,,,,第4頁共4頁,,

序號,工料機名稱及規(guī)格型號,單位,數(shù)量,單價,合價,備注

107,鋼模板,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,彩色環(huán)保磚(20X10X6),1000塊,36.086,230.00,8299.78,

111,紅磚(以塊計),塊,43262.100,0.23,9950.28,

112,"履帶式單斗挖掘機(液壓,斗容量1.0m3大型)",臺班,3.627,1566.08,5680.17,

113,"風(fēng)動鑿巖機(手持式,小型)",臺班,162.713,14.10,2294.25,

114,自卸汽車(裝載質(zhì)量12t大型),臺班,24.814,1165.05,28909.55,

115,內(nèi)燃空氣壓縮機(排氣量3.0m3/min中型),臺班,81.356,416.62,33894.54,

116,濕拌砌筑砂漿m10設(shè)計稠度60~90（凝結(jié)時間8-12小時）2cm厚,立米,21.190,355.62,7535.59,

117,濕拌砌筑砂漿m10設(shè)計稠度60~90（凝結(jié)時間8-12小時）2cm厚,立米,0.415,355.62,147.58,

118,濕拌砌筑砂漿m10設(shè)計稠度60~90（凝結(jié)時間8-12小時）2cm厚,立米,0.415,355.62,147.58,

119,m10水泥砂漿,立米,20.401,337.73,6890.03,

120,濕拌砌筑砂漿m10設(shè)計稠度60~90（凝結(jié)時間8-12小時）,立米,13.612,212.08,2886.83,

121,5%水泥穩(wěn)定級配碎石,立米,160.497,210.00,33704.37,

122,槽鋼[12,米,1020.600,35.18,35904.71,

123,等邊角鋼L100*100*6,米,300.227,7.69,2308.75,

124,熱塑型標(biāo)線涂料,kg,2693.004,5.04,13