工程量自动计算表工程量汇总

工程工程量汇总表,,,,,,

序号,工程内容,计算来源,,数值,单位,备注

1,预埋钢防水套管φ80,预埋钢防水套管,2.00,2.00,个,

2,预埋钢防水套管φ100,预埋钢防水套管,30.00,30.00,个,

3,预埋钢防水套管φ150,预埋钢防水套管,34.00,34.00,个,

4,预埋钢防水套管φ200,预埋钢防水套管,15.00,15.00,个,

5,预埋钢防水套管φ250,预埋钢防水套管,4.00,4.00,个,

6,预埋钢防水套管φ300,预埋钢防水套管,3.00,3.00,个,

7,蒸压灰砂砖,砌体,143.64,166.85,m3,

8,,地下室外墙,11.31,,m3,

9,,增加工程,10.32,,m3,

10,,建筑部分杂项,1.58,,m3,

11,190厚加气砼砌块,砌体,385.23,385.23,m3,

12,90厚加气砼砌块,砌体,61.55,61.55,m3,

13,钢丝网,砌体,3443.73,3443.73,m3,

14,瓦屋面,屋面,985.19,985.19,m2,

15,挂瓦条L30*4，中距按瓦材规格（防锈漆二遍）,屋面,985.19,985.19,m2,

16,顺水条-25*5，中距600（防锈漆二遍）,屋面,985.19,985.19,m2,

17,35厚C15细石砼找平（配φ6@500*500钢筋网）,屋面,1260.54,1260.54,m2,

18,110厚阻燃聚苯乙烯保温板,屋面,1260.54,1260.54,m2,

19,2厚非焦油聚氨脂,屋面,1260.54,1260.54,m2,

20,20厚1:2.5水泥砂浆找平层,屋面,1260.54,1260.54,m2,

21,"内配φ6间距200双向钢筋网片C20细石砼随捣压实,0.5%找坡(最薄处40mm厚),分格缝3000*3000,高分子密封油膏嵌缝,缝宽10(与女儿墙交接处设20缝宽)",室内游泳池顶,600.99,600.99,m2,平均厚度为142

22,30厚干铺挤塑聚苯乙烯保温板,室内游泳池顶,600.99,1566.07,m2,

23,,二层露台,111.77,,m2,

24,,地下室外墙,853.31,,m2,

25,成松牌CS-120E高分子复合防水卷材,室内游泳池顶,647.30,647.30,m2,

26,20厚1:3水泥砂浆找平层,室内游泳池顶,647.30,1688.66,m2,

27,,入口亭屋面,45.51,,m2,

28,,地下室顶板,142.54,,m2,

29,,地下室外墙,853.31,,m2,

30,1:8水泥陶粒找坡2%(最薄处20厚),入口亭屋面,31.02,112.91,m2,

31,,二层露台,81.89,,,

32,刷基层处理剂一道,入口亭屋面,45.51,1153.13,m2,

33,,二层露台,111.77,,m2,

34,,地下室顶板,142.54,,m2,

35,,地下室外墙,853.31,,m2,

36,2厚非焦油聚氨脂防水涂料,入口亭屋面,45.51,1240.42,m2,

37,,地下室顶板,159.01,,m2,

38,,地下室外墙,853.31,,m2,

39,,地下室外墙,182.59,,m2,

40,2厚合成高分子卷材,入口亭屋面,45.51,45.51,m2,

41,20厚1:2水泥砂浆保护层,入口亭屋面,45.51,45.51,m2,

42,"40厚C30UEA补偿收缩砼防水层(分格缝每6000一道,缝上口20-30下口宽15-20,内填聚氨脂嵌缝膏)内配φ4@150*150钢筋网",二层露台,81.89,81.89,m2,

43,满铺0.15厚聚乙烯薄膜一层,二层露台,111.77,111.77,m2,

44,20厚911聚氨脂防水涂料,二层露台,111.77,111.77,m2,

45,点粘350号石油沥青油毡一层,地下室顶板,159.01,159.01,m2,

46,30厚C20细石砼保护层,地下室顶板,142.54,142.54,m2,

47,20厚1:2.5水泥砂浆,地下室外墙找平层,182.59,365.18,m2,

48,,地下室外墙保护层,182.59,,m2,

49,12厚1:3水泥砂浆,外墙立面,2633.41,2751.70,m2,

50,,增加工程,108.71,,m2,

51,,建筑部分杂项,9.58,,m2,

52,8厚1:3水泥砂浆,外墙立面,2633.41,2751.70,m2,

53,,增加工程,108.71,,m2,

54,,建筑部分杂项,9.58,,m2,

55,聚合物水泥基防水涂膜1.0厚,外墙立面,2633.41,2749.36,m2,

56,,增加工程,108.71,,m2,

57,,建筑部分杂项,7.24,,m2,

58,聚合物水泥砂浆7厚,外墙立面,2633.41,2751.70,m2,

59,,增加工程,108.71,,m2,

60,,建筑部分杂项,9.58,,m2,

61,φ150木桩(防腐处理),增加工程,2.76,2.76,m3,

62,垫层模板,增加工程,6.28,6.28,m2,

63,基础模板,增加工程,17.60,17.60,m2,

64,压顶模板,增加工程,17.00,17.00,m2,

65,板模板,增加工程,9.28,9.28,m2,

66,墙模板,增加工程,26.55,26.55,m2,

67,C35砼抗渗,增加工程,0.81,0.81,m3,

68,后浇带模板,增加工程,5.40,5.40,m2,

69,钢板,增加工程,1013.71,1013.71,Kg,

70,天棚底层抹灰,增加工程,4.44,4.44,m2,

71,涂料,增加工程,4.44,4.44,m2,

72,建筑油膏,建筑部分杂项,146.30,146.30,m2,

73,碎石灌M2.5砂浆,建筑部分杂项,14.48,14.48,m2,

74,3:7灰土,建筑部分杂项,16.92,16.92,m2,

75,回填土,建