花園住宅結構部分工程量計算表實例

A棟基礎工程量匯總表,,,,,

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序號,定額子目,項目名稱,單位,工程量,備注

1,1A36,平整場地,m2,1008.90,

2,1A11,人工挖孔樁土方(10m內),m3,820.85,

3,1A27,人工挖孔樁普堅石(10m內),m3,60.98,增加1.76工日/10m3

4,1E25/167,C15砼護壁,m3,232.75,

5,1E12,C25砼樁芯,m3,683.16,

6,1E60/183,C30砼基礎梁,m3,117.62,

7,1E528,現(xiàn)澆構件鋼筋合計,t,56.291,各種型號匯總

8,,Φ25,t,10.227,

9,,Φ22,t,1.700,

10,,Φ20,t,3.666,

11,,Φ18,t,7.577,

12,,Φ16,t,10.459,

13,,Φ14,t,3.045,

14,,Φ12,t,5.612,

15,,Φ10,t,0.000,

16,,Φ8,t,6.696,

17,,Φ6.5,t,7.309,

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B棟基礎工程量匯總表,,,,,

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序號,定額子目,項目名稱,單位,工程量,備注

1,1A36,平整場地,m2,1326.51,

2,1A11,人工挖孔樁土方(10m內),m3,646.71,

3,1A27,人工挖孔樁普堅石(10m內),m3,61.43,增加1.76工日/10m3

4,1E25/167,C15砼護壁,m3,220.83,

5,1E12,C25砼樁芯,m3,527.33,

6,1E60/183,C30砼基礎梁,m3,94.83,

7,1E528,現(xiàn)澆構件鋼筋合計,t,47.919,各種型號匯總

8,,Φ25,t,7.703,

9,,Φ22,t,3.285,

10,,Φ20,t,1.805,

11,,Φ18,t,1.996,

12,,Φ16,t,12.479,

13,,Φ14,t,2.881,

14,,Φ12,t,5.352,

15,,Φ10,t,0.137,

16,,Φ8,t,5.368,

17,,Φ6.5,t,6.911,

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A棟主體工程量匯總表,,,,,

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序號,定額子目,項目名稱,單位,工程量,備注

,,定額子目部分,,,

1,1D2,M7.6水泥砂漿磚基礎,m3,17.00,

2,1E6/160,C20砼帶形基礎,m3,8.07,

3,1I58,30厚1:2水泥砂漿防潮層,m2,37.99,換算：材料×1.5

4,1E158,C30預拌砼,m3,1701.71,

5,1E181,框架薄壁柱模板,m3,584.10,

6,1E190,墻模板(墻厚0.2m),m3,168.19,

7,1E197,有梁板模板,m3,926.14,

8,1E158,C40預拌砼,m3,587.65,

9,1E117,柱模板(周長3m內),m3,72.62,

10,1E118,柱模板(周長3m外),m3,60.08,

11,1E192,墻模板(墻厚0.35m),m3,125.26,

12,1E197,有梁板模板,m3,325.46,

13,1E209,現(xiàn)澆有梁板，梁超高,m3,228.59,

14,1E210×2,現(xiàn)澆有梁板，板超高,m3,96.86,

15,1E539換,直螺紋接頭,個,290.00,底層柱

16,1E201,現(xiàn)澆樓梯模板,m2,141.12,

17,1E528,現(xiàn)澆構件鋼筋合計,t,349.908,以下各種型號匯總

18,,Φ32,t,0.000,

19,,Φ28,t,8.862,

20,,Φ25,t,27.292,

21,,Φ22,t,22.319,

22,,Φ20,t,13.419,

23,,Φ18,t,5.111,

24,,Φ16,t,23.124,

25,,Φ14,t,11.613,

26,,Φ12,t,117.189,

27,,Φ10,t,15.339,

28,,Φ8,t,55.615,

29,,Φ6.5,t,2.214,

30,,ΦL4,t,0.783,

31,,ΦR9,t,19.814,

32,,ΦR7,t,26.147,

33,,ΦR5,t,1.068,

34,1E529,預制構件鋼筋合計,t,0.42,

35,,Φ6.5,t,0.328,

36,,Φ4,t,0.088,

37,1E538,預埋鐵件,t,1.923,

38,1D31,M5混合砂漿空心頁巖磚砌體,m3,1060.33,

39,1E41/182,C25砼構造柱,m3,74.65,

40,1E62/186,C25砼圈梁,m3,5.77,

41,1D35,砌體加筋,t,1.881,

42,1E348/452,預制C20砼過梁、模板,m3,17.35,

43,1E519,預制C20砼過梁運輸,m3,17.31,暫按5km考慮

44,1E520×4,預制C20砼過梁運輸,m3,17.31,

45,1E516,預制C20砼過梁安裝,m3,17.18,

46,1K28,M5混合砂漿內墻面,m2,18670.40,

47,1K160,M5混合砂漿天棚,m2,5681.72,

48,1K46換,鋼絲網加固,m2,1048.32,

49,1H59,30厚1:2.5豆石地面面層,m2,661.12,換算：材料×2

50,1I24,地面一布四涂防水層,m2,661.12,

51,1I25,減一布一涂防水層,m2,-661.12,

52,1I26,減一涂防水層,m2,-661.12,

53,1H23,地面C10砼墊層,m3,74.65,

54,1H114,防滑地磚樓面,m2,97.88,

55,1H41,25厚1:2水泥砂漿樓面,m2,4380.00,換算：材料×1.25

56,1H44,25厚1:2水泥砂漿樓梯,m2,141.12,換算：材料×1.25

57,1H41,25厚1:2防水砂漿陽臺樓面，摻5%防水劑,m2,413.60,換算：材料×1.25

58,1I72,3厚鋁皮蓋變形縫,m,106.10,

59,1I68,屋面伸縮縫基層柔性止水片(),m,24.50,

60,1G89,門窗塞縫,m,4076.93,

61,1K325,滿刮膩子三遍,m2,2181.21,公共部分

62,1K326*2,滿刮膩子,m2,2181.21,公共部分

63,1K320,乳膠漆三遍,m2,2181.21,公共部分

64,1H29,20厚1:2.5水泥砂漿找平層,m2,810.00,

65,1I36,聚氨脂防水涂料防水層,m2,810.00,

66,1H29,25厚1:2.5水泥砂漿找平層,m2,810.00,

67,1J135,1:6水泥爐渣找坡層,m3,196.02,

68,1I38,40厚C20細石砼剛性層,m2,726.00,

69,1I9,冷底子油一道，瀝青瑪蹄脂一道,m2,783.25,

70,1J135,1:6水泥爐渣找坡層,m3,97.91,

71,1H33,1:3水泥砂漿找平層,m2,783.25,

72,1I23,3厚SBS改性瀝青防水卷材,m2,783.25,

73,1H30,1:3水泥砂漿保護層,m2,783.25,

74,1I38,40厚C20細石砼剛性層，摻5%防水劑,m2,783.25,

75,1K72,外墻面磚,m2,6024.51,

76,1K75,門窗側面面磚(勾縫10mm)零星,m2,96.12,

77,1H10,碎石墊層,m3,7.34,

78,1I64,建筑油膏嵌縫(15×60mm2),m3,100.20,換算：材料×1.5

79,1H189,60厚C15砼散水,m2,73.35,

80,,藍灰色英紅瓦屋面,m2,105.30,套用園林定額或包干

81,1C2*1.3,綜合腳手架,m2,300.82,

82,1C10*1.3,綜合腳手架,m2,6367.92,

83,1C18,垂直封閉,m2,3880.00,

84,1L5,垂直運輸費,m2,300.82,

85,1L7,垂直運輸費,m2,6367.92,

86,1L30,超高降效(整體超過20m的部分建筑面積),m2,6367.92,

87,1L42,塔機基礎,臺,1.00,

88,1L55,塔機安拆,臺,1.00,

89,1L85,塔機進出場,臺,1.00,

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,,單價包干,,,

1,,室外陽臺欄桿h=1.2m(弧形),m,195.80,

2,,室外陽臺欄桿h=1.2m,m,205.70,

3,,室外陽臺欄桿h=1.3m,m,15.40,

4,,室內樓梯欄桿,m,82.16,

5,,進戶防盜門FDM1121,樘,60.00,

6,,塑鋼門窗,m2,1867.18,

7,,乙級防火門,m2,48.30,

8,,丙級防火門,m2,50.76,

9,,卷簾門,m2,91.80,

10,,鋁合金百葉窗(空調外機),m2,350.24,

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,,建筑面積,m2,6668.74,

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B棟主體工程量匯總表,,,,,

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序號,定額子目,項目名稱,單位,工程量,備注

,,定額子目部分,,,

1,1D2,M7.6水泥砂漿磚基礎,m3,18.02,

2,1E6/160,C20砼帶形基礎,m3,5.93,

3,1I58,30厚1:2水泥砂漿防潮層,m2,39.21,換算：材料×1.5

4,1E158,C30預拌砼,m3,1898.20,

5,1E181,框架薄壁柱模板,m3,629.74,

6,1E190,墻模板(墻厚0.2m),m3,211.78,

7,1E197,有梁板模板,m3,1032.88,

8,1E158,C40預拌砼,m3,707.99,

9,1E117,柱模板(周長2m內),m3,8.06,

10,1E117,柱模板(周長3m內),m3,98.89,

11,1E118,柱模板(周長3m外),m3,10.56,

12,1E190,墻模板(墻厚0.2m),m3,4.01,

13,1E192,墻模板(墻厚0.35m),m3,145.25,

14,1E197,有梁板模板,m3,436.98,

15,1E209,現(xiàn)澆有梁板，梁超高,m3,307.12,

16,1E210×2,現(xiàn)澆有梁板，板超高,m3,129.87,

17,1E539換,直螺紋接頭,個,206.00,底層柱

18,1E201,現(xiàn)澆樓梯模板,m2,141.12,

19,1E528,現(xiàn)澆構件鋼筋合計,t,414.211,以下各種型號匯總

20,,Φ32,t,2.101,

21,,Φ28,t,5.664,

22,,Φ25,t,29.581,

23,,Φ22,t,30.267,

24,,Φ20,t,27.741,

25,,Φ18,t,3.337,

26,,Φ16,t,25.542,

27,,Φ14,t,16.916,

28,,Φ12,t,130.037,

29,,Φ10,t,17.589,

30,,Φ8,t,66.550,

31,,Φ6.5,t,1.941,

32,,ΦL4,t,0.968,

33,,ΦR9,t,24.434,

34,,ΦR7,t,30.548,

35,,ΦR5,t,0.992,

36,1E529,預制構件鋼筋合計,t,0.44,

37,,Φ6.5,t,0.341,

38,,Φ4,t,0.102,

39,1E538,預埋鐵件,t,2.015,

40,1D31,M5混合砂漿空心頁巖磚砌體,m3,1165.04,

41,1E41/182,C25砼構造柱,m3,82.10,

42,1E62/186,C25砼圈梁,m3,6.21,

43,1D35,砌體加筋,t,2.182,

44,1E348/452,預制C20砼過梁、模板,m3,17.11,

45,1E519,預制C20砼過梁運輸,m3,17.08,暫按5km考慮

46,1E520×4,預制C20砼過梁運輸,m3,17.08,

47,1E516,預制C20砼過梁安裝,m3,16.94,

48,1K28,M5混合砂漿內墻面,m2,20144.21,

49,1K160,M5混合砂漿天棚,m2,5921.10,

50,1K46換,鋼絲網加固,m2,1102.12,

51,1H59,30厚1:2.5豆石地面面層,m2,853.12,換算：材料×2

52,1I24,地面一布四涂防水層,m2,853.12,

53,1I25,減一布一涂防水層,m2,-853.12,

54,1I26,減一涂防水層,m2,-853.12,

55,1H23,地面C10砼墊層,m3,98.16,

56,1H114,防滑地磚樓面,m2,175.76,

57,1H41,25厚1:2水泥砂漿樓面,m2,4721.10,換算：材料×1.25

58,1H44,25厚1:2水泥砂漿樓梯,m2,141.12,換算：材料×1.25

59,1H41,25厚1:2防水砂漿陽臺樓面，摻5%防水劑,m2,614.18,換算：材料×1.25

60,1G89,門窗塞縫,m,4707.81,

61,1K325,滿刮膩子三遍,m2,2641.81,公共部分

62,1K326*2,滿刮膩子,m2,2641.81,公共部分

63,1K320,乳膠漆三遍,m2,2641.81,公共部分

64,1I9,冷底子油一道，瀝青瑪蹄脂一道,m2,968.26,

65,1J135,1:6水泥爐渣找坡層,m3,121.03,

66,1H33,1:3水泥砂漿找平層,m2,968.26,

67,1I23,3厚SBS改性瀝青防水卷材,m2,968.26,

68,1H30,1:3水泥砂漿保護層,m2,968.26,

69,1I38,40厚C20細石砼剛性層，摻5%防水劑,m2,968.26,

70,1H29,20厚1:2.5水泥砂漿找平層,m2,736.00,

71,1I36,聚氨脂防水涂料防水層,m2,736.00,

72,1H29,25厚1:2.5水泥砂漿找平層,m2,736.00,

73,1J135,1:6水泥爐渣找坡層,m3,184.14,

74,1I38,40厚C20細石砼剛性層,m2,682.00,

75,1K72,外墻面磚(勾縫10mm),m2,7108.16,

76,1K75,門窗側面面磚(勾縫10mm)零星,m2,102.10,

77,1H10,碎石墊層,m3,9.18,