大學城G67地塊景觀設計-水系及景觀

,序號,項目編碼,項目名稱,項目特征,計量單位,工程數(shù)量

江蘇規(guī)范報表(清單)a分部分項工程量清單(項目特征轉(zhuǎn)行),,,,,,

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,分部分項工程量清單,,,,,

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pg,工程名稱：**大學城G67地塊景觀設計-水系第1頁共17頁,,,,,

,序號,項目編碼,項目名稱,項目特征,計量單位,工程數(shù)量

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,,,一、水系景觀部分,,,

,,,G1區(qū)觀月亭,,,

,1,010101003001,挖基礎土方,"人工挖地坑,三類土.深0.5m.運距150m.",m3,2.42

,2,010101003002,挖基礎土方,"人工挖條基,三類土.深0.5m.運距150m.",m3,7.79

,3,010103001001,土（石）方回填,"1．粘土回填,土質(zhì)應符合要求,分層夯實.",m3,4.35

,4,010301001001,磚基礎,MU10標準磚M5水泥砂漿砌磚基礎.下設100厚C10砼墊層.,m3,2.08

,5,010401002001,獨立基礎,"1．100厚C10砼墊層,C20砼杯形基礎.",m3,1.04

,6,010401002002,獨立基礎,1．C25細石砼二次澆搗.,m3,0.05

,7,010416001001,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:Φ<12,t,0.048

,8,010503001001,木亭,芬蘭木木亭詳施工圖J-G1-05-06.,m2,23.62

,9,020102002001,塊料樓地面,1.素土夯實.2.100厚碎石夯實.3.60厚C15混凝土墊層.4.30厚米砂.5.300*300*30青磚鋪地.,m2,7.62

,10,020204003001,塊料墻面,水泥砂漿粘貼米黃色鑿毛花崗巖墻面(含翻邊).,m2,8.90

,11,010407002001,臺階,"1.素土夯實.2.80厚1:3:6碎石三合土.3.80厚C15混凝土.4.20厚1:2水泥砂漿結(jié)合層.5.米黃色鑿毛花崗巖.做法詳施工圖J-G1-06

.",m2,2.52

,,,木棧橋,,,

,12,010401002003,獨立基礎,1．C15混凝土獨立基礎.,m3,2.29

,13,010401001001,帶形基礎,"1．150厚C20砼墊層,300厚級配碎石基礎.",m3,1.91

,14,010401002004,獨立基礎,"1．150厚C20砼墊層,200厚級配碎石基礎.",m3,1.16

,15,010302006001,零星砌磚,1．MU10標準磚M5水泥砂漿砌體.,m3,4.64

,16,010503001002,木柱,1.Φ200自防腐園木柱.,m3,1.57

,17,010503002001,木梁,1.150*60自防腐木龍骨(含Φ14鍍鋅螺栓).,m3,0.41

,18,010503002002,木梁,1.125*125自防腐木梁(含Φ14鍍鋅螺栓).,m3,1.03

,19,010503004001,木棧板,"1.100*40自防腐木棧板,板縫5,沉頭螺絲固定.",m2,36.36

,20,020107002001,Φ30麻繩扶手,1.Φ30麻繩扶手(含打孔).,m,43.98

,21,010405003001,平板,1．100厚C20砼花缽平板內(nèi)配Φ8@200雙向鋼筋.,m3,0.40

,22,020102001001,石材樓地面,1.100厚淺灰色毛面花崗巖壓頂.,m2,3.60

,23,020102001002,石材樓地面,1.60厚黑色光面花崗巖花缽面.,m2,4.00

,24,020102001003,石材樓地面,"1.100厚花崗巖臺階擋墻壓頂(磨半園邊),30厚1:3干硬性水水泥砂漿粘貼.",m2,2.26

,25,010703001001,卷材防水,"1.墻面EPDE復合防水卷材,土工布一層.",m2,12.18

,26,020204001001,石材墻面,1.20厚淺灰色毛面花崗巖墻面,m2,5.10

,27,020204001002,石材墻面,1.20厚黑色光面花崗巖墻面,m2,11.40

,28,020204001003,石材墻面,"1.臺階擋墻邊20厚花崗巖墻面,20厚水泥砂漿粘貼.",m2,3.38

,29,020108001001,石材臺階面,"1.素土夯實.

2.150厚級配碎石墊層.

3.100厚C20砼臺階.詳J-G1-10,1-1剖面.

4.40厚花崗巖臺階面(磨半園邊).",m2,27.58

,,,G2區(qū)J-G2-03園島,,,

,30,010401001002,帶形基礎,"1．150厚C20砼墊層,200厚碎石墊層.",m3,4.70

,31,010301001002,磚基礎,"1．MU10標準磚,M5水泥砂漿砌弧形磚基礎.",m3,17.22

,32,020204003002,塊料墻面,"1.30厚1:3水泥砂漿,50*200*30厚青灰色板巖飾墻面.",m2,30.90

,33,010703001002,卷材防水,"1.墻面EPDE復合防水卷材,土工布一層.",m2,24.57

,34,020102001004,石材樓地面,"1.100厚淺灰色磨光花崗巖壓頂(磨半園邊),30厚1:3干硬性水水泥砂漿粘貼.",m2,21.10

,35,020102001005,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿.

5.200*450*30厚淺灰色花崗巖鋪地.",m2,70.58

,,,J-G2-04木橋,,,

,36,020104002001,芬蘭木地板,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.45*45防腐木龍骨.

5.30*95芬蘭木鋪地.",m2,13.80

,37,020107002002,硬木扶手,"1.硬木扶手,2*8厚夾膠安全玻璃欄板,詳J-G2-04,節(jié)點A.",m,19.05

,38,010401001003,帶形基礎,"1．100厚C10砼墊層,C20砼條形基礎.",m3,4.90

,39,010404001001,直形墻,1．C20砼擋墻.,m3,4.19

,40,010405009001,其他板,1．C20砼50*60線條.,m3,0.06

,41,020204001004,石材墻面,1.20厚1:2水泥砂漿粘貼20厚淺灰色毛面機刨面花崗巖.,m2,19.05

,42,020102001006,石材樓地面,1.20厚1:2水泥砂漿粘貼20厚黑色磨光花崗巖(壓頂.包邊.線條).,m2,9.53

,43,010416001002,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:Φ12內(nèi).,t,0.432

,44,020102001007,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.450*450*30厚米黃色毛面花崗巖.",m2,25.24

,45,020102001008,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.300*600*50厚灰色磨光花崗巖.",m2,8.88

,,,J-G2-05-06,,,

,46,020102001009,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.300*600*50厚灰色磨光花崗巖.",m2,19.72

,47,020102001010,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.450*450*30厚米黃色毛面花崗巖.",m2,14.55

,48,020102002002,塊料樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.100*200*60舒布洛克磚鋪地(10%深90%淺灰隨即搭配).",m2,25.25

,49,020601001001,休息座凳,1.詳J-G2-06-D(含基座).,張,3.00

,50,020102001011,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.450*450厚米黃色花崗巖.",m2,10.68

,51,020102001012,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.400*400*100厚黑色磨光花崗巖地面.",m2,10.56

,52,020102001013,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿

5.400*400*30厚黑色磨光花崗巖地面.",m2,5.44

,53,020102001014,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿.

5.300*300*30厚黑色磨光花崗巖地面.",m2,1.38

,54,020102001015,石材樓地面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼墊層.

4.小青磚立砌,人字形鋪裝.",m2,11.49

,55,010401001004,帶形基礎,1．150厚C20砼墊層.,m3,0.36

,56,010301001003,磚基礎,1．MU10標準磚M5水泥砂漿砌磚基礎.,m3,1.54

,57,010703001003,卷材防水,"1.墻面EPDE復合防水卷材,土工布一層.",m2,5.74

,58,020204001005,石材墻面,1.20厚1:2水泥砂漿粘貼20厚淺灰色毛面機刨面花崗巖.,m2,4.27

,59,020102001016,石材樓地面,1.300*600*100厚黑色毛面花崗巖壓頂.,m2,1.05

,,,鏤空景墻,,,

,60,010101003003,挖基礎土方,"1.土壤類別:三類

2.基礎類型:條形

3.墊層底寬、底面積:1.16M

4.挖土深度:1.05M

5.棄土運距:150M",m3,3.61

,61,010101003004,挖基礎土方,"1.土壤類別:三類

2.基礎類型:獨立

3.墊層底寬、底面積:1.16*1.16M

4.挖土深度:1.05M

5.棄土運距:150M",m3,1.41

,62,010103001002,土（石）方回填,"1．土質(zhì)要求:粘土

2．密實度要求:96%以上

3．夯填（碾壓）

4．運輸距離:150M",m3,3.41

,63,010401001005,帶形基礎,"1．100厚C10砼墊層,C20砼條形基礎.",m3,0.85

,64,010401002005,獨立基礎,"1．100厚C10砼墊層,C20砼獨立基礎.",m3,0.28

,65,010404001002,直形墻,"1．墻類型:直形墻.

2．墻厚度:360MM

3．混凝土強度等級:C20",m3,2.97

,66,010402001001,矩形柱,"1．柱高度:3.95M

2．柱截面尺寸:360*360MM

3．混凝土強度等級:C20",m3,0.51

,67,010403002001,矩形梁,"1．梁底標高:3.6M內(nèi)

2．梁截面:360*560MM

3．混凝土強度等級:C20",m3,0.85

,68,010416001003,現(xiàn)澆混凝土鋼筋,"鋼筋種類、規(guī)格:Φ12內(nèi)=0.389t,Φ25內(nèi):0.13t.",t,0.519

,69,020205001001,石材柱面,1.柱腳600*600淺灰色機刨面磨光花崗巖.,m2,1.15

,70,020204001006,石材墻面,1.景墻20厚淺灰色毛面機刨面花崗巖.,m2,1.61

,71,020102001017,石材樓地面,1.景墻100厚黑色磨光花崗巖壓頂.,m2,0.92

,72,020201001001,墻面一般抹灰,"1.界面劑一道.

2.14厚1:3水泥砂漿打底.

3.6厚1:2.5水泥砂漿粉面.",m2,21.47

,73,020202001001,柱梁面一般抹灰,"1.界面劑一道.

2.14厚1:3水泥砂漿打底.

3.6厚1:2.5水泥砂漿粉面.",m2,11.18

,74,020507001001,刷噴涂料,1.景墻墻面白水泥底白色真石漆噴涂.,m2,21.47

,75,020507001002,刷噴涂料,1.景墻柱面白水泥底白色真石漆噴涂.,m2,3.46

,76,020507001003,刷噴涂料,1.景墻梁面白水泥底白色真石漆噴涂.,m2,7.73

,,,J-G2-07-10,,,

,77,020102001018,石材樓地面,"1.素土夯實.

2.150厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿.

5.60厚青石板地面.",m2,63.18

,78,020102001019,石材樓地面,"1.素土夯實.

2.150厚碎石墊層.

3.100厚C20砼墊層.

4.30厚1:3水泥砂漿.

5.60厚深灰色毛面花崗巖步石.",m2,10.43

,79,020102001020,石材樓地面,"1.素土夯實.

2.100厚C20砼墊層.

3.30厚1:3水泥砂漿.

4.150*180黑色磨光花崗巖條石.

5.做法詳J-G2-08-C.",m2,0.81

,80,020102001021,石材樓地面,"1.素土夯實.

2.100厚C20砼墊層.

3.30厚1:3水泥砂漿.

4.600*600*60厚淺灰毛面花崗巖地面.",m2,15.12

,81,020102001022,石材樓地面,1.150*150*600長淺灰色毛面花崗巖收邊.,m2,1.99

,82,010401001006,帶形基礎,1．C20砼墊層(基座),m3,1.34

,83,010302006002,零星砌磚,"1．MU10標準磚,M5水泥砂漿.",m3,0.59

,84,010407001001,其他構(gòu)件,1．C20砼100*270壓頂內(nèi)配3Φ6.Φ6@300鋼筋.,m3,0.14

,85,020102001023,石材樓地面,1.60厚米色磨光花崗巖壓頂.,m2,1.81

,86,020204001007,石材墻面,"1.20厚1:3水泥砂漿,420*450*20米黃色光面機刨面花崗巖.",m2,4.63

,87,020108001002,石材臺階面,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼臺階.

4.20厚1:3水泥砂漿.

5.100厚灰色毛面花崗巖臺階面.",m2,5.87

,88,020104002002,芬蘭木地板,"1.素土夯實.

2.200厚碎石墊層.

3.100厚C20砼

4.45*45木龍骨@450.

5.30厚芬蘭木鋪地.",m2,96.20

,89,010401001007,帶形基礎,1．200厚碎石墊層.,m3,9.96

,90,010401001008,帶形基礎,1．150厚C20砼墊層.,m3,5.77

,91,010301001004,磚基礎,1．MU10標準磚M5水泥砂漿砌磚基礎.,m3,14.50

,92,010403004001,圈梁,1．C20砼圈梁.,m3,2.72

,93,010703001004,卷材防水,"1.墻面EPDE復合防水卷材,土工布一層.",m2,61.40

,94,010416001004,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:Φ12內(nèi).,t,0.982

,95,020107002003,硬木扶手帶欄桿、欄板,"1.芬蘭木扶手,高1000MM.做法詳J-G2-09-B,節(jié)點詳J-G2-10-b.",m,56.59

,96,020107001001,金屬扶手帶欄桿、欄板,"1.70*70*3方鋼管扶手,高900MM,做法詳J-G2-10-

.",m,7.12

,97,020102001024,石材樓地面,1.100厚400寬灰色磨光花崗巖壓頂.,m2,2.85

,98,020204001008,石材墻面,"1.20厚1:3水泥砂漿,20厚淺灰色毛面機刨面花崗巖.",m2,47.82

,,,J-G2-11,,,

,99,010401001009,帶形基礎,1．200厚碎石墊層.,m3,10.34

,100,010401001010,帶形基礎,1．150厚C20砼墊層.,m3,5.99

,101,010301001005,磚基礎,1．MU10標準磚M5水泥砂漿砌磚基礎.,m3,17.87

,102,010703001005,卷材防水,"1.墻面EPDE復合防水卷材,土工布一層.",m2,63.73

,,,G3區(qū)J-G3-1,,,

,,,木棧道柱、木棧道（詳圖1）,,,

,103,010503001003,木柱,"1.木柱長度1550

2.木柱直徑200

3.木材種類芬蘭木柱

4.木柱基礎500*500*450,C20砼",根,20.00

,104,010503002003,木梁,"1.構(gòu)件高度、長度2190

2.構(gòu)件截面75*150

3.木材種類芬蘭方木

4.固定方式二根為對，用M12不銹鋼螺栓固定木柱上",根,20.00

,105,010503004002,木棧道,"1.木棧道寬度1430

2.木材截面150*100

3.木材種類芬蘭木方

4.鋪設方式平鋪在木梁上,兩根之間間隙為10,用￠6不銹鋼沉頭螺栓固定",m,20.33

,,,擋土墻、亭平面（詳圖1）,,,

,106,010401001011,帶形基礎,"1.素土夯實

2.200厚碎石墊層:2.009M3

3.150厚C20砼

",m3,1.16

,107,010301001006,磚基礎,"1．墊層:砼(另計)

2．磚品種:粘土磚

3．基礎類型:條形

4．基礎深度1870mm

5．砂漿強度等級:M5水泥砂漿",m3,4.89

,108,010703001006,卷材防水,"1.卷材:詳見G3-04,B結(jié)點",m2,13.58

,109,020201001002,墻面一般抹灰,"1.墻體類型:磚墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚1:2.5水泥砂漿",m2,4.56

,110,020204003003,塊料墻面,"1.墻體類型:磚墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚淺灰色毛面花崗巖",m2,11.41

,111,020102002003,聽雨亭道路,"1.墊層:200厚碎石墊層

2.找平層:100厚C20砼

3.結(jié)合層:30厚1:3水泥砂漿

4.面層:小青磚立砌,",m2,14.14

,112,020102002004,150寬花崗收邊,"1.墊層:200厚碎石墊層

2.找平層:100厚C20砼

3.結(jié)合層:30厚1:3水泥砂漿

4.面層:150*100花崗巖",m2,7.07

,113,020108001003,石材臺階面,"1.100厚淺灰色毛面花崗巖臺階

2..30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實",m2,65.21

,114,020102001025,石材樓地面,"1.100*200*30厚米黃色毛面花崗巖鋪裝

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-26,J-G3-28",m2,20.10

,115,020102001026,石材樓地面,"1.30厚灰色磨光花崗巖市面

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-26,J-G3-28",m2,1.10

,116,020607002001,鋁合金板凳,"1.詳見J-G3-26,J-G328.

2.由專業(yè)廠家安裝",張,2.00

,117,010401002006,獨立基礎,"1．墊層:100厚C10砼,0.484M3

2．混凝土強度等級:C20

3．混凝土拌和料要求:自拌",m3,1.41

,118,010603003001,鋼管柱,"1.鋼材品種、規(guī)格:￠200*10

2.油漆:墨綠色油漆

3.詳見:J-G3-28",t,0.715

,119,010604001001,鋼梁,"1.鋼材:100*250*8,

2.油漆:墨綠色油漆

3.詳見:J-G3-28",t,0.306

,120,010604001002,園形鋼梁,"1.鋼材:100*300*8,弧形

2.油漆:墨綠色油漆

3.詳見:J-G3-28",t,0.526

,121,010604001003,園形鋼梁,"1.鋼材:100*550*8,弧形

2.油漆:墨綠色油漆

3.詳見:J-G3-28",t,0.227

,122,020208001001,柱（梁）面裝飾,"1.柱（梁）體類型:鋼管柱

2.龍骨:詳見J-G3-28

3.面層:灰色鋁合金網(wǎng)格板",m2,4.97

,123,020208001002,柱（梁）面裝飾,"1.柱（梁）體類型:鋼管柱

2.龍骨:詳見J-G3-28

3.面層:拋光不銹鋼板",m2,1.21

,124,020208001003,柱（梁）面裝飾,"1.柱（梁）體類型:鋼管柱

2.龍骨:詳見J-G3-28

3.面層:拉不絲銹鋼板",m2,2.34

,125,010701002001,玻璃屋面,"1.R2400,18厚夾膠玻璃

2.按裝在鋼梁上,點支撐

3.詳見J-G3-27",m2,16.55

,126,010701002002,玻璃屋面,"1.R950,18厚夾膠玻璃

2.按裝在鋼梁上,點支撐

3.詳見J-G3-27",m2,2.83

,,,（詳圖2）木棧橋,,,

,127,010503004003,木棧橋,"1.構(gòu)件名稱:木棧橋

2.面層:30*95芬蘭木鋪地

3.墊層:45*45防腐木龍骨

4.基層一:100厚C20混凝土墊層

5.基層二:200厚碎石墊層

6.素土夯實",m2,134.97

,128,010404001003,直形墻,"1．墻類型:擋土墻

2．墻厚度:170

3．混凝土強度等級:C20

4．混凝土拌和料要求:自拌",m3,4.65

,129,010401001012,帶形基礎,"1．墊層材料種類、厚度:100厚C10砼:3.06M3

2．混凝土強度等級:C20

3．混凝土拌和料要求:自拌",m3,4.85

,130,020109001001,石材零星項目,"1.工程部位:擋土墻壓頂

2..貼結(jié)合層:20厚1:2水泥砂漿

3.面層材料:20厚黑色磨光花崗巖飾面",m2,18.90

,131,020204001009,石材墻面,"1.墻體類型:砼墻

2.底層:20厚1:2水泥砂漿

3.面層:20厚淺灰色毛面機刨面花崗巖",m2,12.74

,132,020107001002,玻璃欄桿,"1.詳J-G2-04-A

2.高度:950",m,91.50

,133,020108001004,石材臺階面,"1.素土夯實

2.墊層:200厚碎石墊層

3.找平層:100厚C20混凝土

4.粘接層:20厚1:3水泥砂漿

5.面層:133灰色毛面花崗巖",m2,3.07

,,,（詳圖2）樹池,,,

,134,010404001004,直形墻,"1．墻類型:擋土墻

2．墻厚度:150

3．混凝土強度等級:C20

4．混凝土拌和料要求:自拌",m3,8.68

,135,010401001013,帶形基礎,"1．墊層:100厚C10砼:6.3843M3

2．混凝土強度等級:C20

3．混凝土拌和料要求:自拌",m3,9.96

,136,010301001007,磚基礎,"1．磚品種:粘土磚

2．基礎類型:條形

3．基礎深度:400

5．砂漿強度等級:M5水泥砂漿",m3,2.17

,137,010407001002,其他構(gòu)件,"1.構(gòu)件的類型:壓頂

2.構(gòu)件規(guī)格:500*100

3.混凝土強度等級:C20

4.混凝土拌和料要求:自拌

",m3,0.60

,138,020207001001,裝飾板墻面,"1.墻體類型混凝土墻

2.龍骨:45*45木龍骨

3.面層:20*90芬蘭木刷清漆",m2,5.52

,139,010305003001,石墻,"1．石料:250*250灰色毛面花崗條石

2．墻厚250

3．基礎墊層100厚C20砼:0.17M3

4．砂漿強度等級、配合比水泥M5.0",m3,0.30

,140,010305001001,石壓頂,"1．石料:300*100*600長灰色毛面花崗巖

2．砂漿:20厚1:3水泥砂漿",m3,0.12

,141,010416001005,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:￠12以內(nèi):0.999T,t,0.999

,142,020204003004,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚白色板碎拼",m2,55.69

,,,（詳圖2）鋼筋混凝土擋土墻,,,

,143,010305001002,石壓頂,"1．石料:300*100*600長灰色毛面花崗巖

2．砂漿:20厚1:3水泥砂漿",m3,0.07

,144,020207001002,裝飾板墻面,"1.墻體類型混凝土墻

2.龍骨:45*45木龍骨

3.面層:20*90芬蘭木刷清漆",m2,3.38

,145,020204003005,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚白色板碎拼",m2,45.52

,146,010404001005,直形墻,"1．墻類型:擋土墻

2．墻平均厚度:270

3．混凝土強度等級:C20

4．混凝土拌和料要求:自拌",m3,19.71

,147,010401001014,帶形基礎,"1．墊層:100厚C10砼:6.743M3

2．混凝土強度等級:C20

3．混凝土拌和料要求:自拌",m3,17.95

,148,010416001006,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:￠12以內(nèi):1.49T,t,1.49

,149,010407001003,其他構(gòu)件,"1.構(gòu)件的類型:壓頂

2.構(gòu)件規(guī)格:250*360

3.混凝土強度等級:C20

4.混凝土拌和料要求:自拌

",m3,1.79

,,,（詳圖2）舒布洛克磚擋土墻,,,

,150,010305001003,石壓頂,"1．石料:300*100*600長灰色毛面花崗巖

2．砂漿:20厚1:3水泥砂漿",m3,2.25

,151,010301001008,磚基礎,"1．磚品種:粘土磚

2．基礎類型:條形

3．基礎深度:400

5．砂漿強度等級:M5水泥砂漿",m3,8.08

,152,010401001015,帶形基礎,"1．混凝土強度等級:C20

2．混凝土拌和料要求:自拌",m3,3.59

,153,010703001007,卷材防水,"1.卷材:詳見G3-08,結(jié)點",m2,67.37

,154,020607002002,陶瓷文字,"1.基層類型:舒布洛克磚墻

2.鐫字材料品種、顏色:黑色陶瓷文字

3.字體規(guī)格:400*400

4.固定方式:詳見J-G3-08,F結(jié)點",個,4.00

,155,020607002003,陶瓷文字,"1.基層類型:舒布洛克磚墻

2.鐫字材料品種、顏色:黑色陶瓷文字

3.字體規(guī)格:180高

4.固定方式:詳見J-G3-08,F結(jié)點",個,13.00

,156,020607002004,裝飾花崗巖,"1.基層類型:舒布洛克磚墻

2.材料品種、顏色:黑色磨光花崗巖

3.字體規(guī)格:250*250*20凹20

4.固定方式:詳見J-G3-08,F結(jié)點",塊,4.00

,,,（詳圖3）休閑廣場,,,

,157,020102001027,青磚地面,"1.240*120*60青磚立砌

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-13-@",m2,114.66

,158,010409001001,矩形柱,"1．柱類型矩形柱

2．單件體積2M3內(nèi)

3．安裝高度3.6M內(nèi)

4．混凝土強度等級C25

5．詳見:J-G3-13-b",m3,16.47

,159,010401001016,帶形基礎,"1．混凝土強度等級C20

2．混凝土拌和料要求:自拌

3．詳見:J-G3-13-b",m3,18.10

,160,020202001002,柱面一般抹灰,"1.柱體類型:矩形柱

2.底層:20厚1:2水泥砂漿

3.面層:淺米黃色真石漆飾面",m2,175.68

,161,010302006003,零星砌磚,"1．零星砌磚:廣場圍墻

2．砂漿:M5水泥砂漿粘土磚",m3,10.64

,162,020204003006,塊料墻面,"1.墻體類型磚砌體

2.底層:20厚1:3水泥砂漿

3.面層:20黑色磨光花崗巖

4.詳見:J-G3-14-.C.",m2,91.45

,163,020102001028,石材壓頂,"1.底層:20厚1:3水泥砂漿

2.面層:20黑色磨光花崗巖

3.詳見:J-G3-14-.C.",m2,24.54

,164,010404001006,擋土墻,"1．墻類型:擋土墻

2．墻平均厚度:150

3．混凝土強度等級:C20

4．混凝土拌和料要求:自拌",m3,8.50

,165,010416001007,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:￠12以內(nèi):0.87T,t,0.87

,166,010301001009,磚基礎,"1．磚品種:粘土磚

2．砂漿強度:M5水泥砂漿

5．J-G03-14-C",m3,7.08

,167,010401001017,帶形基礎,"1.墊層:100厚C10砼,5.382M3

2.混凝土強度等級:C25

3.混凝土拌和料要求:自拌

4.部位:J-G3-14-C,D",m3,6.37

,168,010703001008,卷材防水,"1.卷材:詳見J-G3-14-C,D結(jié)點",m2,141.63

,169,020108001005,石材臺階面,"1.素土夯實

2.墊層:200厚碎石墊層

3.找平層:100厚C20混凝土

4.粘接層:20厚1:3水泥砂漿

5.面層:100淺灰色毛面花崗巖

6.詳見:J-G3-14-D",m2,5.40

,170,020102001029,白色拋光卵石地面,"1.60厚1:2:4細石砼嵌卵石,白色拋光卵石粒徑20~40MM

2.100厚C20砼

3.200厚碎石墊層

4.素土夯實

5.詳見:J-G3-14-D",m2,5.76

,171,020102001030,黑色磨光卵石地面,"1.60厚1:2:4細石砼嵌卵石,黑色磨光卵石卵石粒徑20~40MM

2.100厚C20砼

3.200厚碎石墊層

4.素土夯實

5.詳見:J-G3-14-D",m2,6.57

,172,020102001031,石材地面,"1.300*300*30厚灰色磨光花崗巖

2.30厚1:3水泥砂漿

3.200厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-13",m2,40.32

,173,020102001032,石材地面,"1.600*600*30厚黑色磨光花崗巖

2.30厚1:3水泥砂漿

3.200厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-13",m2,16.27

,174,020102001033,石材地面,1.2400*600*400灰色毛面花崗巖步石,塊,13.00

,175,010401001018,帶形基礎,"1．混凝土強度等級:C20

2．混凝土拌和料要求:自拌",m3,1.27

,176,010301001010,磚基礎,"1．磚品種:粘土磚

2．基礎類型:條形

3．基礎深度:400

4．砂漿強度等級:M5水泥砂漿",m3,1.88

,177,010305001004,石壓頂,"1．石料:100厚淺灰色磨光花崗巖壓頂

2．砂漿:15厚1:3水泥砂漿",m3,0.55

,178,020204003007,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚淺灰色磨光機刨面花崗巖",m2,6.16

,179,020601011001,石凳,"1.整石料花崗巖,表面磨光,顏色詳見J-G3-11

2.規(guī)格詳見;J-G3-14",個,6.00

,,,（詳圖3）濱水平臺,,,

,180,010404001007,擋土墻,"1．墻類型:擋土墻

2．墻平均厚度:150

3．混凝土強度等級:C20

4．混凝土拌和料要求:自拌

5．詳見J-G3-16-A,B",m3,6.06

,181,010416001008,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:￠12以內(nèi):1.09T,t,1.09

,182,010301001011,磚基礎,"1．磚品種:粘土磚

2．砂漿強度:M5水泥砂漿

3．J-G03-16-A,B",m3,4.77

,183,010302006004,零星砌磚,"1．零星砌磚:粘土磚砌裝飾臺

2．砂漿強度:M5水泥砂漿

3．150厚C20砼墊層:0.94M3

4．200厚碎石墊層:1.72M3

5．素土夯實

6．詳見J-G3-16-B",m3,5.05

,184,010401001019,帶形基礎,"1.墊層:100厚C10砼:3.727M3

2.混凝土強度等級:C25

3.混凝土拌和料要求:自拌

4.部位:J-G3-16-A,B",m3,4.41

,185,010703001009,卷材防水,"1.卷材:詳見J-G3-14-C,D結(jié)點",m2,64.78

,186,020108001006,弧形石材臺階面,"1.素土夯實

2.墊層:200厚碎石墊層

3.找平層:100厚C20混凝土

4.粘接層:30厚1:3水泥砂漿

5.面層:150黑色毛面花崗巖

6.詳見:J-G3-16-A",m2,11.21

,187,020204003008,塊料墻面,"1.墻體類型砼墻壁

2.底層:20厚1:3水泥砂漿

3.面層:20黑色磨光花崗巖

4.詳見:J-G3-16,A-A",m2,22.28

,188,020102001034,石材地面,"1.砼板面

2.底層:20厚1:3水泥砂漿

3.面層:20黑色磨光花崗巖

4.詳見:J-G3-16,A-A",m2,9.12

,189,010405003002,平板,"1．裝飾臺板

2．板厚度:150

3．混凝土強度等級:C20

4．混凝土拌和料要求:自拌",m3,1.30

,190,010302001001,實心磚墻,"1．磚品種:粘土磚

2．墻體類型弧形墻

3．墻體厚度370

4．墻體高度880

5．砂漿強度:M5水泥砂漿

6．150厚C20砼墊層:1.91M3",m3,6.19

,191,010407001004,壓頂,"1．構(gòu)件的類型:壓頂

2．構(gòu)件規(guī)格:370*80

3．混凝土強度等級C20

4．混凝土拌和料要求:自拌",m3,0.56

,192,020204003009,塊料墻面,"1.墻體類型:弧形磚墻壁

2.底層:20厚1:3水泥砂漿

3.面層:20白色巖板碎拼

4.詳見:J-G3-16-C",m2,26.60

,193,020102001035,塊料壓頂,"1.底層:20厚1:3水泥砂漿

2.面層:20白色巖板碎拼

3.詳見:J-G3-16-.C.",m2,8.55

,194,020104002003,弧形座凳,"1.L70*7角鋼@1000防銹漆一道,灰色面漆兩道預埋在實砌墻上

2.凳板寬:600,弧度:R9300,

3.材料種類:120*120芬蘭木方,清漆罩面二度

4.固定方式:6不銹鋼沉頭螺栓固定在角鋼上",m2,12.06

,195,020102001036,弧形石材地面,"1.30厚黃色鑿毛花崗巖

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-15,J-G3-16-C",m2,44.40

,,,（詳圖3）濱水平臺-花池,,,

,196,010302006005,零星砌磚,"1．零星砌磚:粘土磚花池

2．砂漿強度:M5水泥砂漿

3．150厚C20砼墊層:2.246M3

4．200厚碎石墊層:4.103M3

5．素土夯實

6．詳見J-G3-17-D",m3,6.65

,197,010305001005,石壓頂,"1．石料:150厚黑色磨光花崗巖壓頂

2．砂漿:20厚1:3水泥砂漿",m3,1.58

,198,020204003010,塊料墻面,"1.墻體類型砼墻壁

2.底層:20厚1:3水泥砂漿

3.面層:20黑色磨光花崗巖

4.詳見:J-G3-16,A-A",m2,23.56

,,,（詳圖4）臥波橋,,,

,199,010305001006,石壓頂,"1．石料:300*100*600長灰色毛面花崗巖

2．砂漿:20厚1:3水泥砂漿",m3,0.30

,200,010404001008,擋土墻,"1．墻類型:擋土墻

2．墻平均厚度:370

3．混凝土強度等級:C25

4．混凝土拌和料要求:自拌",m3,12.65

,201,010416001009,現(xiàn)澆混凝土鋼筋,"鋼筋種類、規(guī)格:￠14:0.888T,￠12以內(nèi):1.222T",t,2.11

,202,010401001020,帶形基礎,"1.墊層:100厚C10砼,2.59M3

2.混凝土強度等級:C25

3.混凝土拌和料要求:自拌",m3,8.31

,203,010404001009,擋土墻,"1．墻類型:橋壩擋土墻

2．墻平均厚度:150

3．混凝土強度等級:C25

4．混凝土拌和料要求:自拌",m3,3.78

,204,010401001021,帶形基礎,"1.墊層:100厚C10砼,1.865M3

2.混凝土強度等級:C25

3.混凝土拌和料要求:自拌

4.部位:橋壩",m3,2.02

,205,010302006006,零星砌磚,"1．零星砌磚:粘土磚砌橋護欄

2．砂漿強度:M5水泥砂漿

3．詳見:J-G3-22,1-1剖面",m3,2.51

,206,010407001005,壓頂,"1．構(gòu)件的類型:壓頂線條

2．構(gòu)件規(guī)格:420*80

3．混凝土強度等級C25

4．混凝土拌和料要求:自拌",m3,0.82

,207,020107001003,欄桿,"1.詳J-G3-21-c結(jié)點

2.高度:850

3.立桿支座C20砼塊200*200*300

4.70*70*3方鋼面管,50*70*3方鋼立桿,40*40*3方鋼欄桿

5.刷白色漆二道,防銹漆一道",m,25.60

,208,020107001004,欄桿,"1.詳J-G3-21-b結(jié)點

2.高度:1000

3.立桿支座C20砼塊200*200*300

4.70*70*3方鋼面管,50*70*3方鋼立桿,40*40*3方鋼欄桿

5.刷白色漆二道,防銹漆一道",m,7.70

,209,010302006007,零星砌磚,"1．零星砌磚:舒布洛克磚擋土墻壓頂

2．砂漿強度:M5水泥砂漿

3．詳見:J-G3-21-c",m3,2.74

,210,020108001007,石材臺階面,"1.素土夯實

2.墊層:200厚碎石墊層

3.找平層:100厚C20混凝土

4.粘接層:20厚1:3水泥砂漿

5.面層:135淺灰色毛面花崗巖

6.詳見:J-G3-22,J-G3-21-d",m2,17.65

,211,020102001037,石材樓地面,"1.450*450*30厚米黃色花崗巖鋪地

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-20",m2,12.66

,212,020109001002,石材零星項目,"1.工程部位:舒布洛克磚擋土墻壓頂

2..貼結(jié)合層:20厚1:2水泥砂漿

3.面層材料:20厚灰色磨光花崗巖飾面

4.詳見:J-G3-21-c",m2,8.12

,213,020204003011,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚白色巖板碎拼

4.詳見:J-G3-21-A",m2,42.88

,214,020102001038,石材地面,"1.600*600*30厚米黃色花崗巖鋪地

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-22,1-1剖面",m2,20.88

,215,020102001039,石材地面,"1.30厚灰色磨光花崗巖鋪地

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-22,B",m2,0.69

,216,020204003012,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:600*750*20青灰色粗鑿面花崗巖

4.詳見:J-G3-22-1-1剖面",m2,16.24

,217,020204003013,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:600*150*20淺灰色毛面花崗巖

4.詳見:J-G3-22-1-1剖面",m2,6.96

,218,020204003014,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:600*350*20青灰色粗鑿面花崗巖

4.詳見:J-G3-22-1-1剖面",m2,8.12

,219,020102001040,石材壓頂,"1.600*50*20厚淺灰色毛面花崗巖

2.30厚1:3水泥砂漿

3.詳見:J-G3-22,1-1剖面",m2,11.66

,220,020108001008,石材臺階面,"1.素土夯實

2.墊層:200厚碎石墊層

3.找平層:100厚C20混凝土

4.粘接層:20厚1:3水泥砂漿

5.面層:100淺灰色毛面花崗巖

6.詳見:J-G3-22,-@",m2,2.70

,,,"（詳圖4）臥波橋(J-G3-23,24)",,,

,221,020102001041,小青磚地面,"1.240*120*60小青磚立砌,人字形鋪裝

2.30厚1:3水泥砂漿

3.100厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-24-c",m2,33.84

,222,020102001042,石材地面,"1.30厚石材鋪地

2.30厚1:3水泥砂漿

3.190厚C20砼

4.200厚碎石墊層

5.素土夯實

6.詳見:J-G3-24-@",m2,12.48

,223,010301001012,磚基礎,"1．素土夯實

2．墊層:150厚C20混凝土:2.219M3

3．磚品種:粘土磚

4．砂漿強度:M5水泥砂漿

5．J-G03-24-@

6．J-G03-24-C",m3,7.27

,224,020102001043,石材壓頂,"1.400寬150厚黑磨光花崗巖,根部30*30凹槽

2.30厚1:3水泥砂漿

6.詳見:J-G3-24,@",m3,0.58

,225,020204003015,塊料墻面,"1.墻體類型磚砌體

2.底層:20厚1:3水泥砂漿

3.面層:20淺灰色鑿毛機刨面花崗巖

4.詳見:J-G3-24-@.C.",m2,42.85

,226,010302006008,零星砌磚,"1．零星砌磚:廣場圍墻

2．砂漿:M5水泥砂漿粘土磚",m3,5.97

,227,020102001044,石材壓頂,"1.600寬150厚淺灰色毛面花崗巖

2.30厚1:3水泥砂漿

3.詳見:J-G3-24-D",m2,19.68

,,,（詳圖5）壩橋,,,

,228,010401001022,帶形基礎,"1.墊層:100厚C10砼,2.22M3

2.混凝土強度等級:C25

3.混凝土拌和料要求:自拌",m3,3.78

,229,010404001010,擋土墻,"1．墻類型:擋土墻

2．墻平均厚度:175

3．混凝土強度等級:C25

4．混凝土拌和料要求:自拌",m3,3.34

,230,010407001006,壓頂線條,"1．構(gòu)件的類型:壓頂線條

2．構(gòu)件規(guī)格:220*100

3．混凝土強度等級C25

4．混凝土拌和料要求:自拌",m3,0.42

,231,020204003016,塊料墻面,"1.墻體類型混凝土墻

2.底層:20厚1:3水泥砂漿

3.面層:20厚淺灰色機刨面花崗巖飾面",m2,12.47

,232,010703001010,卷材防水,1.卷材:詳見J-G3-25結(jié)點,m2,17.20

,233,020109001003,石材零星項目,"1.工程部位:擋土墻壓頂

2..貼結(jié)合層:20厚1:2水泥砂漿

3.面層材料:20厚灰色磨光花崗巖飾面",m2,13.04

,234,010503004004,木棧橋,"1.構(gòu)件名稱:木棧橋

2.面層:30*95芬蘭木鋪地

3.墊層:45*45防腐木龍骨

4.基層一:100厚C20混凝土墊層

5.基層二:200厚碎石墊層

6.素土夯實",m2,27.41

,235,020102002005,300寬花崗收邊,"1.墊層:200厚碎石墊層

2.找平層:100厚C20砼

3.結(jié)合層:25厚1:3水泥砂漿

4.面層:40厚花崗巖",m2,5.67

,236,010503004005,花崗巖路面,"1.素土夯實

2.墊層:200厚碎石墊層

3.找平層:100厚C20砼

4.結(jié)合層:25厚1:3水泥砂漿

5.面層:50厚花崗巖",m2,3.15

,237,010416001010,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:￠12以內(nèi):0.403T,t,0.403

,238,020204001010,石材墻面,"1.20厚1:3水泥砂漿,20厚淺灰色毛面機刨面花崗巖.",m2,49.64

,,,G4區(qū)J-G4-03,,,

,239,020601015001,水壩石,"1.200厚繼配碎石.

2.700厚C20毛石砼.

3.600*1150*2000淺灰色粗鑿面塊石.",塊,6.00

,,,J-G4-04,,,

,,,跌級花池,,,

,240,010401001023,帶形基礎,"1．100厚C10砼墊層,C20砼條形基礎.",m3,66.73

,241,010404001011,直形墻,"1．墻類型:直形墻.

2．墻厚度:285MM(均厚)

3．混凝土強度等級:C20砼",m3,57.24

,242,010416001011,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:Φ12內(nèi).,t,8.342

,243,020108001009,石材臺階面,"1.素土夯實.

2.150厚級配碎石墊層.

3.100厚C20砼臺階.詳J-G4-9-c.

4.40厚淺灰色花崗巖臺階面.",m2,20.70

,244,020104002004,芬蘭木地板,"1.100厚鋼筋混凝土結(jié)構(gòu)層.

2.45*45木龍骨@450.

3.30厚芬蘭木鋪地,清漆飾面.",m2,25.20

,245,020107002004,硬木扶手帶欄桿、欄板,"1.硬木扶手,高950MM.2*8厚夾膠安全玻璃欄板,做法詳J-G4-07-B.",m,30.00

,246,020204001011,石材墻面,"1.界面劑一道.

2.20厚1:2水泥砂漿粘貼碎拼白色板巖墻面.",m2,53.50

,247,020102001045,石材樓地面,1.淺灰色光面花崗巖壓頂.,m2,23.55

,248,020102001046,石材樓地面,1.100厚400寬灰色磨光花崗巖壓頂.,m2,8.72

,249,020107001005,金屬扶手帶欄桿、欄板,"1.50*70*3方鋼管扶手刷白色漆,高900MM,做法詳J-G4-06.3-3剖面.

.",m,21.79

,,,J-G4-08,,,

,,,親水平臺,,,

,250,010401001024,帶形基礎,"1．100厚C10砼墊層,C20砼條形基礎.",m3,24.18

,251,010404001012,直形墻,"1．墻類型:直形墻.

2．墻厚度:270MM(均厚)

3．混凝土強度等級:C20砼.",m3,16.59

,252,010416001012,現(xiàn)澆混凝土鋼筋,鋼筋種類、規(guī)格:Φ12內(nèi).,t,2.465

,253,020108001010,石材臺階面,"1.素土夯實.

2.150厚級配碎石墊層.

3.100厚C20砼臺階.詳J-G4-9-c.

4.40厚淺灰色花崗巖臺階面.",m2,25.20

,254,020102001047,石材樓地面,1.400*400*40淺灰色光面花崗巖壓頂.,m2,10.24

,255,020104002005,芬蘭木地板,"1.100厚鋼筋混凝土結(jié)構(gòu)層.

2.45*45木龍骨@450.

3.30厚芬蘭木鋪地,清漆飾面.",m2,31.68

,256,020204001012,石材墻面,"1.20厚1:2水泥砂漿

2.20厚土黃色粗毛面花崗巖.",m2,72.74

,257,020204001013,石材墻面,"1.20厚1:2水泥砂漿

2.淺灰色光面花崗巖.內(nèi)槽深10MM.詳J-G4-08,A立面.",m2,1.97

,258,020102001048,石材樓地面,1.100厚400寬灰色磨光花崗巖壓頂.,m2,10.42

,259,020107001006,金屬扶手帶欄桿、欄板,"1.50*70*3方鋼管扶手刷淺灰色漆,高900MM,做法詳J-G4