卫生间预算表

1、序号编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费、土石方工程11-1土方工程人工平整场地100m20.516.213.113.121-13机械土方挖掘机挖土方反铲挖掘机挖土深度2.5m以内1000m30.132177.0622.137.631-15机械土方挖掘机挖土自卸汽车运土方反铲挖掘机运距:km以内1000m30.031063.350.7.11-2土石方回填及房心回填土夯填100m31.3153.212.1,02分部小计212.2030.25二、砌筑工程53-10.00以下小型空心砌块10m31.252300.23266.063.12227.63-126现场搅拌砌筑砂

2、浆水泥砂浆砂浆强度等级M7.5m31.1222.27263.120.36220.573-1砌块墙小型空心砌块10m33.2300.23067.51201.770.73-12现场搅拌砌筑砂浆混合砂浆砂浆强度等级M5m33.722.755.671.0715.23-7砌块砌体孔内灌混凝土10m30.373566.231333.067.720.1-107-172换墙防潮砂浆防水（潮）防水砂浆平面100m20.0120.6610.73.7766.62分部小计1.1323.110.三、钢筋混凝土工程11-1垫层商品砼垫层C1010m30.2266.2111.7766.671012-21承台桩基础商砼C30

3、10m30.53230.051612.7.1532.613-31承台梁商砼C3010m30.73237.1520.11.222.)1-230.00以下矩形柱商砼C3010m30.13323.763.27.65515-230.00以上矩形柱商砼C2!10m30.33162.3263.23206.7223.16-251.3构造柱及抱框柱商砼C2人工乘以系数1.310m30.53201.5153.6173.2127.2117-33单梁连续梁商砼C2510m31.22306.3377.1322.735.)1-331.0单梁连续斜梁商砼C25人工乘以系数1.0510m30.363106.11112.02

4、70.3101.621-51.斜板商砼C25人工乘以系数10m30.7303.527,6165.231.6220-66天沟挑檐板商砼C2510m30.63177.3215.57173.2022.021-31.过梁商砼C20人工乘以系数i310m30.033132.17.1.57.5122窗台压顶商砼C2010m30.023120.5271.775.65.723-75门窗洞口侧壁预制混凝土块现场砼10m30.02350.761.032.332-1门窗洞口侧壁预制混凝土块安装小型构件10m30.022.25.365.10.2525-6屋脊商砼C2510m30.2330.71703.3162.136

5、1.126-265现浇混凝土钢筋圆钢筋06.50.261.02126.52.51.627-266现浇混凝土钢筋圆钢筋00.16221.67.7110.15562.3序号编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费284-266现浇混凝土钢筋三级钢筋081.25435.25511.58842.34458.124-267现浇混凝土钢筋三级钢筋0100.08418.66352.641.7306.63304-282现浇混凝土钢筋三级钢筋0120.764181.333166.52371.442733.86314-283现浇混凝土钢筋三级钢筋0141.5404.4776.；8800.

6、57014.45324-284现浇混凝土钢筋三级钢筋0160.674051.672711.38248.62408.7334-285现浇混凝土钢筋三级钢筋0180.254008.7182.1378.76885.34344-286现浇混凝土钢筋三级钢筋0200.23377.8308.1467.47823.84354-287现浇混凝土钢筋三级钢筋0220.47335.731865.54125.21170.4364-25现浇混凝土钢筋箍筋06.50.16401.7；8774.48207.8557.5374-26现浇混凝土钢筋箍筋082.024424.68846.7171.217063.57384-27

7、现浇混凝土钢筋箍筋0100.064147.53265.4438.68222.5234-28现浇混凝土钢筋箍筋三级钢筋0120.244061.0862.4；8110.74846.40003植筋个3)130341004电渣压力焊个403120120分部小计5770.%46484.0350678.87五、外墙保温工程428-225外墙硬泡聚氨酯保温板80mi100m22.027200.3114510.064070.321043.7438-225门窗洞口侧壁、挑檐板下、屋脊硬泡聚氨酯保温板30mm100m21.314578.16005.242648.83356.26分部小计20515.3671.:31

8、37六、地面及屋面工程地面44-25现浇细石砼垫层不分格100mm10m30.72828.452233.06453.231644.45-28找平层水泥砂浆砼或硬基层上20mm100m20.783.83776.73308.13438.88467-135换涂膜防水聚氨酯2mm厚实际厚度（mm）:1.5100m21.153113.43573.25327.743245.5147借1-40防滑地砖楼地面周长（3200mi以外）100m20.78844.08682.42173.014503.44分部小计13565.443262.11832.7玻化砖踢脚线48借1-128玻化砖踢脚线100m20.0716.

9、76631.817.7450.15分部小计631.817.7450.15屋面48-208屋面硬泡聚氨酯保温板100mm100m21.664664.747722.48641.247073.84序号编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费509-29找平层水泥砂浆在填充材料上20mm100m21.661066.421765.46662.51025.951B001SBS3mm防水一遍m2173.37325547.45547.52B001SBS3mm防水一遍m2173.37325547.45547.539-29-302找平层水泥砂浆砼或硬基层上20mm实际厚度（mm）:301

10、00m21.731394.12416.95921.311395.54B-2钢丝网片m2165.5551407.11407.1557-1瓦屋面小青瓦屋面两坡以内100m21.66956.0616316.712096.314147.01分部小计40724.464321.5136145.45七、墙面工程外墙面5610-20抹灰工程墙面一般抹灰墙面墙裙抹水泥砂浆20mm砖墙100m21.3491.71226.46120026.465710-105抹灰工程现场搅拌抹灰砂浆水泥砂浆1：3m32.16276.39597.7539.4352.39510-104抹灰工程现场搅拌抹灰砂浆水泥砂浆1：2.5m30.

11、92309.1924.316.79255.25910-21抹灰工程墙面一般抹灰墙面墙裙抹水泥砂浆20mm混凝土墙100m20.751064795.34725.3370.016010-105抹灰工程现场搅拌抹灰砂浆水泥砂浆1：3m31.04276.3927.171.94253.56110-104抹灰工程现场搅拌抹灰砂浆水泥砂浆1：2.5m30.69309.19212.6312.54190.56210-20换墙面一般抹抗裂砂浆实际厚度（mm）:10100m22.061.3141.1137.1640.656310-44墙面抹灰中加玻璃丝纤维网格布100m22.0736.41533.72221.741

12、311.964借2-77150X75面砖（水泥砂浆粘贴:面砖灰缝（10mm）内100m21.4957.917604.06515.4611007.2365借5-251外墙涂料抹灰面100m20.5126.451066.2222.044.26610-95挑檐底部抹素水泥浆有10胶100m20.7206.41144.0192.4951.52675-2挑檐下装饰板100m20.72459.31716.22152.91563.256借6-76木质50*50装饰线条宽度（50mm）内100m0.4241.14174.3672.0102.29695-木构件方木梁100*100及线条周长1m以内m3.5429

13、19.924935.95916.2716019.67705-4装饰木柱m32.421916.214637.232.363754.771借2-114墙面块料磨45度边100m0.642.17290.27124.234.6772借4-166木质玻璃窗窗框安装100m20.163201.55501.6315.915.35分部小计57426.7920906.:336240.25卫生间05J90916C7310-96抹灰工程抹素水泥浆无10胶100m22.63199.47524.4334.54175.9序号编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费7410-20换抹灰工程墙面一般

14、抹灰墙面墙裙抹水泥砂浆20mm砖墙实际厚度（mm）:9100m22.04657.561343.131303.3239.7510-105抹灰工程现场搅拌抹灰砂浆水泥砂浆1：3m30.61276.39169.3711.17149.727610-104抹灰工程现场搅拌抹灰砂浆水泥砂浆1：2.5m31.41309.19435.7725.69390.577710-21换抹灰工程墙面一般抹灰墙面墙裙抹水泥砂浆20mm混凝土墙实际厚度（mm）:9100m20.5902.5470.7416.1454.73710-105抹灰工程现场搅拌抹灰砂浆水泥砂浆1：3m30.04276.3911.360.7510.047

15、910-104抹灰工程现场搅拌抹灰砂浆水泥砂浆1：2.5m30.54309.19166.49.4149.5307-135换墙面涂膜防水聚氨酯2mm厚实际厚度（mm）:1.5100m22.663113.4204759.47520.921借2-76换150X75面砖（水泥砂浆粘贴）面砖灰缝（5mm）结合层加入防水剂100m22.66165.5221717.029445.9912159.13分部小计33119.1912320.9220650.34网格布210-44抹灰工程墙面一般抹灰其他砂浆墙面抹灰中加玻璃丝纤维网格布100m20.7736.4517.7574.6442.9分部小计517.7574.

16、()442.八、天棚工程3借3-33装配式U型轻钢天棚龙骨（上人型）面层规格（600mmX600mm）平面100m20.794235.033343.5630.932505.064借3-129铝扣板天棚收边线100m0.971060.321031.69265.65766.045借3-127方型铝扣板天棚600X600100m20.79436.256660.42517.326143.1分部小计11035.671613.99414.2九、措施项目1、模板612-23基础垫层木模板100m20.163431.0562.35104.2447.63712-27独立式桩承台复合模板钢支撑100m20.193

17、443.69646.72264.234.6612-62承台梁复合模板木支撑100m20.514029.152043.1760.71195.73912-50矩形柱复合模板钢支撑100m20.95339.393243.761672.61341.419012-51构造柱及抱框柱复合模板木支撑100m20.63993.072413.11059.451231.639112-65单梁、连续梁复合模板钢支撑100m21.074047.014326.252321.961709.29212-75混凝土模板梁支撑高度超过3.6m每超过1m钢支撑100m21.22376.56457.75351.4355.9312-

18、651.0斜梁复合模板钢支撑人工乘以系数1.05100m20.24155.611176.45645.66452.649412-921.0斜板复合模板钢支撑人工乘以系数1.05100m20.913399.743109.741515.41335.93序号编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费9512-95板支撑高度超过3.6m每增加1m钢支撑100m22.88400.991155.9952.48113.969612-111挑檐天沟木模板木支撑100m20.585253.833054.581568.561393.92912-68过梁复合木模板木支撑100m20.05548

19、2.1928.81135.16141.219812-3窗台压顶复合木模板木支撑100m20.023325.848.823.1438.859912-139门窗洞口侧壁预制混凝土块小型构件木模板10m30.026139.3111.445.1965.8810012-106屋脊木模板木支撑100m20.33551.251313.96565.3501.4分部小计23982.8912001.061052、垂直运输10112-2080.8建筑物20m以内垂直运输现浇框架结构子目乘以系数0.8100m20.950.431.1分部小计31.13、特大机械10212-243特、大型机械安装、拆卸及场外运输费用履带

20、式挖掘机1m3以内台次12550.42550.4559.68158分部小计2550.，4559.681584、脚手架10312-286脚手架综合脚手架钢管脚手架（高度m以内）15100m20.951496.521420.05434.89835.35分部小计1420.05434.89835.35门窗工程104借4-66换成品木门安装100m20.0858638.124556.1812.284428.9105借4-300执手木门锁安装把455.51222.0440.24181.8106借4-304门碰珠安装副416.6466.561254.5610借4-298闭门器木门五金安装套4141.3656

21、5.4440.24525.2108借4-266换单框中空玻璃塑钢内平开窗100m20.2529646.63281.21618.46662.109借4-106玻璃门联窗100m20.1354918.6941.2369.46652.2分部小计19633.15120.6!)18425.4十、其他工程台阶12J003-11A/B31101-26土方工程人工挖沟槽基坑挖基坑三类土深度2m以内100m30.052951.36160.85160.851111-99换人工土石方运输单（双）轮车运土方运距50m以内实际运距（m）:200100m30.051136.1161.9261.921129-12砾（碎）石

22、垫层干铺10m30.461104.01506.08144.35358.561134-8现浇混凝土台阶商砼C2010m30.09323.85282.5319.62262.91114借1-216花岗岩台阶水泥砂浆100m20.052015.651003.8510.19830.115借1-13楼梯、台阶踏步防滑条铜嵌条4X10100m0.1212.832.85.49295.36116借1-29台阶平台花岗岩楼地面周长3200mm以外单色100m20.129862.991201.31194.6999.54分部小计3589.39829.1824.散水12J003-5B/A1序号编码子目名称工程量价值（元

23、）其中（元）单位数量单价合价人工费材料费1171-17土方工程人工挖沟槽基坑挖沟槽三类土深度2m以内100m30042505951051051181-99换人工土石方运输单（双）轮车运土方运距50m以内实际运距（m）:200100m3004113611476471199-13散水砾（碎）石垫层灌浆10m304215047763095160134461209-319-326找平层细石砼30mm实际厚度（mm）:60100m202823411654342284.23975121借2-17卵石镶嵌散水m227951983；855447226725；82853分部小计69826132137；36973坡道12J003-12A/A81221-17土方工程人工