大學城G67地塊景觀設(shè)計-室外景觀部分

序號,項目編碼,項目名稱,項目特征,計量單位,工程數(shù)量

,,,,,,

1,2,3,4,5,6

,,,,,,

分部分項工程量清單,,,,,

,,,,,,

,,,,,,

,,,,,,

工程名稱：**大學城G67地塊景觀設(shè)計-A~D套型板房室外院落第1頁共3頁,,,,,

序號,項目編碼,項目名稱,項目特征,計量單位,工程數(shù)量

,,,,,,

,,,,,,

,,A套型樣板房室外景觀,,,

1,010101003001,挖基礎(chǔ)土方,"1.土壤類別:三類土

2.基礎(chǔ)類型:景墻條形基礎(chǔ)

3.墊層底寬、底面積:320mm寬

4.挖土深度:0.3m

5.棄土運距自行考慮",m3,0.24

2,010101003002,挖基礎(chǔ)土方,"1.土壤類別:三類土

2.基礎(chǔ)類型:廊架條形基礎(chǔ)

3.墊層底寬、底面積:600mm寬

4.挖土深度:0.5m

5.棄土運距自行考慮",m3,0.77

3,010103001001,土（石）方回填,"1．土質(zhì)要求:三類土

2．密實度要求:95%

3．基(槽)坑回填土

5．夯填

6．運輸距離:自行考慮",m3,0.07

4,010301001001,磚基礎(chǔ),1．M5水泥砂漿砌筑標準磚,m3,0.05

5,010302001001,實心磚墻,1．M5水泥砂漿砌筑標準磚,m3,0.18

6,010401001001,帶形基礎(chǔ),1．150厚C20混凝土墊層,m3,0.12

7,010401001002,帶形基礎(chǔ),1．500厚C20混凝土廊架基礎(chǔ),m3,0.77

8,010403004001,圈梁,1．墻體C20砼壓頂,m3,0.03

9,010416001001,現(xiàn)澆混凝土鋼筋,現(xiàn)澆砼構(gòu)件鋼筋Φ＜12,t,0.001

10,010417002001,預埋鐵件,"1．鋼材種類、規(guī)格

2．螺栓長度

3．鐵件尺寸",t,0.03

11,020102001001,石材樓地面,"1.砼基層(壓頂砼)

2.20厚1:2水泥砂漿

3.60厚米黃色磨光花崗巖",m2,0.30

12,020102001002,石材樓地面,"1.素土夯實

2.150厚碎石墊層

3.40厚細石混凝土

4.青石板步石",m2,7.69

13,020102001003,石材樓地面,"1.素土夯實

2.150厚碎石墊層

3.40厚細石混凝土

4.淺灰色光面花崗巖",m2,1.80

14,020104002001,竹木地板,"1.素土夯實

2.200厚碎石墊層

3.100厚C20混凝土

4.45*45木龍骨

5.30厚芬蘭木鋪地",m2,15.05

15,020104002002,廊架,1.廊架詳見A套型樣板房詳圖(J-H1-02),m2,6.00

16,020104002003,成品鋼木條椅,1.廊架詳見A套型樣板房詳圖(J-H1-02),m,2.00

17,020204003001,塊料墻面,"1.墻體類型:標準磚

2.20厚水泥砂漿

3.400*200*20厚米黃色光面機刨面花崗巖",m2,113.96

,,B套型樣板房室外景觀,,,

18,020102001004,石材樓地面,"1.素土夯實

2.150厚碎石墊層

3.40厚細石混凝土

4.青石板步石",m2,8.28

19,020102001005,石材樓地面,"1.素土夯實

2.150厚碎石墊層

3.40厚細石混凝土

4.淺灰色光面花崗巖",m2,1.44

20,020102001006,石材樓地面,"1.素土夯實

2.200厚碎石墊層

3.100厚C20混凝土

4.30厚1:3水泥砂漿

5.30厚板巖",m2,6.46

21,020102001007,石材樓地面,"1.素土夯實

2.200厚碎石墊層

3.100厚C20混凝土

4.30厚1:3水泥砂漿

5.100厚彈石",m2,1.52

22,020102002001,塊料樓地面,"1.素土夯實

2.150厚碎石墊層

3.150厚白砂",m2,7.38

23,020104002004,竹木地板,"1.素土夯實

2.200厚碎石墊層

3.100厚C20混凝土

4.45*45木龍骨

5.30厚芬蘭木鋪地",m2,36.87

,,C套型樣板房室外景觀,,,

24,020102001008,石材樓地面,"1.素土夯實

2.200厚碎石墊層

3.150厚C20混凝土

4.30厚1:3水泥砂漿

5.100厚400*400青石板(詳見J-H3-01中E節(jié)點),共28塊",m2,6.48

25,020102001009,石材樓地面,"1.素土夯實

2.100厚C20混凝土

4.30厚1:3水泥砂漿

5.120寬160厚淺灰色毛面花崗巖",m2,0.29

26,020102001010,置石,"1.置石,0.12~0.25立方米/塊",塊,8.00

27,020102001011,干壘毛石,"1.干壘毛石樹池,0.018~0.025立方米/塊",塊,19.00

28,020104002005,竹木地板,"1.素土夯實

2.150厚級配碎石

3.100厚C20混凝土

4.45*45防腐木龍骨

5.45厚褐色防腐木板",m2,13.40

29,020104002006,竹木地板,"1.鋼筋混凝土底板

2.45*45防腐木龍骨

3.45厚褐色防腐木板",m2,16.00

30,020201001001,墻面一般抹灰,"1.墻體類型:KM1型磚

2.20厚水泥砂漿

3.白色真石漆",m2,15.10

31,010404001001,直形墻,"1．墻類型:直形

2．墻厚度:150厚(花池壁)

3．C20砼現(xiàn)澆",m3,1.55

,,D套型樣板房室外景觀,,,

32,010101003003,挖基礎(chǔ)土方,"1.土壤類別:三類土

2.基礎(chǔ)類型:廊架條形基礎(chǔ)

3.墊層底寬、底面積:600mm寬

4.挖土深度:0.5m

5.棄土運距自行考慮",m3,0.77

33,010401001003,帶形基礎(chǔ),1．500厚C20混凝土廊架基礎(chǔ),m3,0.77

34,010417002002,預埋鐵件,"1．鋼材種類、規(guī)格

2．螺栓長度

3．鐵件尺寸",t,0.03

35,020102001012,石材樓地面,"1.素土夯實

2.150厚級配碎石

3.30厚1:3水泥砂漿

4.100厚自然型青石板",m2,15.91

36,020102001013,石材樓地面,"1.素土夯實

2.150厚級配碎石

3.100厚C20混凝土

4.30厚1:3水泥砂漿

5.80厚花崗巖",m2,4.42

37,020102001014,石材樓地面,"1.素土夯實

2.300厚級配碎石

3.60厚C20混凝土

4.20厚1:2.5水泥砂漿

5.20厚自然型銹石,留縫5-12細石混凝土填縫",m2,4.00

38,020102001015,石材樓地面,"1.素土夯實

2.150厚級配碎石

3.150厚C20混凝土

4.30厚1:3水泥砂漿

5.600*600*30厚淺灰色毛面花崗巖",m2,5.65

39,020102001016,石材樓地面,"1.素土夯實

2.150厚級配碎石

3.150厚C20混凝土

4.30厚1:3水泥砂漿

5.30厚淺灰色機刨面花崗巖",m2,13.77

40,020102001017,石材樓地面,"1.素土夯實

2.150厚級配碎石

3.150厚C20混凝土

4.30厚1:3水泥砂漿

5.30厚淺灰色毛面花崗巖",m2,22.68

41,020102001018,石材樓地面,"1.素土夯實

2.150厚級配碎石

3.30厚1:3水泥砂漿

4.150厚混凝土花池壁米黃色水洗石面層",m2,1.51

42,020104002007,廊架,1.廊架詳見A套型樣板房詳圖(J-H1-02),m2,6.00

43,020104002008,成品鋼木條椅,1.廊架詳見A套型樣板房詳圖(J-H1-02),m,2.00

44,02010400