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1、建筑工程预算书书工程名称：XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 建筑面积积：378 m2序号项目编号项目名称计量单位工程量综合单价合价其中：人+机101010400040044挖掘机土方反铲铲挖掘机挖土土深度1.55m1000m30.4322256.799975851201010600010022回填土夯填100 m32.341411.99933042884301010600010022回填土夯填(室室内)100 m31.061412.00014971306401010100010011平整场地100m23.59127.02456398501040100010044带型砼
2、基础 混混凝土（一）碎碎石C25-40 水泥泥32.5MMPa10 m334.292203.44494532134601030100010011砖基础 水泥泥砂浆M10010 m336.011933.0441161724157010302000100991砖混水砖墙10 m337.602157.855164008010302000101001砖半混水砖墙墙10 m3312.722123.855270159A3-126M7.5水泥砂砂浆*2.336m314.18160.91228241810A3-81/2砖混水砖砖墙10 m330.30.2303.18869820111A3-127M10水泥砂浆
3、浆*1.955 m30.59179.011061812A3-130M7.5水泥砂砂浆*2.225m317.10172.03294252813A3-130M7.5水泥砂砂浆*2.44m330.53172.03525294114A3-34台阶挡墙零星砌砌体10 m330.712360.599167653915A3-129M5混合砂浆*2.11m31.498167.47251461601030200060022砖砌台阶10 m331.39537.557472231901040200010044现浇砼构造柱 现场砼 混凝土（二二）碎石C225-40 水凝32.5Mpa 10 m330.69284119
4、605622001040300050022现浇砼过梁 现场砼10 m330.042968.41111935.22101040300040022现浇砼圈梁 现场砼 混混凝土（二）碎碎石C25-40 水凝凝32.5MMpa 返梁梁10 m330.7842860.57722436502201040700010122压顶 现场砼砼 混凝土（二二）碎石C225-20 水泥322.5Mpa10 m330.282947.7228262472301040300020022现浇砼单梁连续续梁（C255）10 m331.092545.43327757312401040600010022整体直形楼梯 现场砼C225
5、10 m22投影面3.84760.44292092101040500030022现浇砼平板C22510 m334.612379.5001097026122501040700020022混凝土散水 现现场砼 垫层层 混凝土 三合土 碎碎石1:4:8100m20.525289.77727509542601040500080022雨蓬阳台板 CC30 水泥泥42.510 m330.312929.8669082762701041000030022预制砼过梁C22010 m330.552849.08815674142801040700010022小型构件 现场场砼 窗侧侧壁10 m330.173071.
6、0225221652901041000030033过梁安装 10 m330.55520.522861713001041000070022过梁接头灌缝10 m330.55261.4214454.33101041200080022预制砼 地沟 盖板C20010 m330.433064.19913183653201041600010011圆钢筋 6.5t3301041600010011圆钢筋 6 三级t3401041600010022圆钢筋 8 三级t3501041600010177螺纹钢筋100 三级t3601041600010188螺纹钢筋122 t3701041600010199螺纹钢筋144
7、t3801041600010200螺纹钢筋166t3901041600010211螺纹钢筋188t4001041600010222螺纹钢筋200t4101041600010233螺纹钢筋222t4201041600010311箍筋6 一级级4301041600010311箍筋6 三三级4401070300030022防水砂浆立面4501070300030011防水砂浆平面4601090100010155炉（矿）渣 垫垫层干铺 屋面卫生间间4701090100010211现浇混凝土垫层层不分格C115 地面4801090100010211现浇混凝土垫层层不分格C110 基础49010901000
8、10211现浇混凝土垫层层不分格C110 地沟5001090200010011水泥砂浆砼或硬硬基层上200mm5101090100010011水泥砂浆砼或硬硬基层上200mm 水水泥砂浆1:2.5 屋面20mmm5201090100010022水泥砂浆在填充充材料上200mm 屋屋面30mmm5301090100010033水泥砂浆每增减减5mm5401090200010011水泥砂浆砼或硬硬基层上200mm 卫卫浴、厨、雨雨蓬5501090300010011水泥砂浆20mmm楼地面 水泥砂浆 1:3 散水5601080300010133屋面保温 聚苯苯乙烯板1220mm57010803000
9、50022楼地面隔热聚苯苯乙烯泡沫塑塑料板5801070200010100高分子防水卫浴浴厨5901070200010399三元丁防水卷材材3mm屋面面6001070200040177UPVC落水管管直径1000mm6101070200040199UPVC排水部部件雨水口直直径100mmm6201041400010011烟道、通风道6301090400010011水泥砂浆踢脚板板底20mmm6401100100010200墙面墙裙抹水泥泥砂浆20mmm砖墙6501100100010200墙面墙裙抹水泥泥砂浆20mmm砖墙 女儿墙6601100100010266墙面墙裙抹混合合砂浆20mmm砖墙
10、6701120100010044带型基础无梁式式砼复合模板板木支撑6801120100010733圈梁直形竹胶板板木支撑6901120100010511矩形柱复合模板板木支撑7001120100010666单梁、连续梁复复合模板木支支撑7101120100010933平板复合模板木木支撑7201120100011033悬挑板直形模板板木支撑7301120100011011楼梯直形模板木木支撑7401120100010688过梁复合模板木木支撑7501120100020099过梁木模板7601060600080022钢梯子爬式7701060600080044U型爬梯780112030001001
11、1塔式起动机 起重量6000knm（安安拆）7901120300020022固定式基础座 带配重 现现浇砼8001120200010011建筑物20m内内垂直运输混混合结构81A12-2866综合脚手架8201120300030011履带式挖掘机11m以内8302040600070011塑钢窗单层平台台窗8402040400060033无框全玻门 白钢门8502050700010144仿瓷涂料两遍8602050700010144天棚仿瓷涂料两两遍8702050700010577外墙涂料8802010200020055楼地面地砖周长长2400mmm以内8902010200020033楼地面地砖周长长1600mmm以内 卫卫生间9002010700010088不锈钢扶手带不不锈钢管栏杆杆 直线型型竖条式9102010600010011楼梯大理石水泥泥砂浆9202010800010011台阶大理石水泥泥砂浆9301090300010011水泥砂浆20mmm楼地面9401090400030011水泥砂浆20mmm9502020400030133瓷板200*3300砂浆粘粘贴内墙面100m20.447212.0779602040900030011大理石窗台板厚厚40mm100m20.1810780.440194054197