建筑工程預(yù)算書

1、2建筑面積：378 m工程名稱：XXXXXXXXXXXXXXXXXXXXXXXX序號項目編號項目名稱計量單位工程量綜合單價合價其中： 人+機1010104004004挖掘機土方反鏟挖掘機挖土深度1.5m1ooom0.4322256.799758512010106001002回填土夯填100 m32.341411.99330428843010106001002回填土夯填（室內(nèi)）100 m31.061412.00149713064010101001001平整場地1oom3.59127.024563985010401001004帶型砼基礎(chǔ)混凝土（一）碎石 C25-40水泥 32.5MPa310 m4

2、.292203.44945321346010301001001磚基礎(chǔ)水泥砂漿M1010 m36.011933.0411617241570103020010091磚混水磚墻10 m37.602157.851640080103020010101磚半混水磚墻10 m312.722123.85270159A3-126M7.5水泥砂漿*2.363 m14.18160.91228241810A3-81/2磚混水磚墻10 m30.30.2303.1869820111A3-127M10水泥砂漿*1.953 m0.59179.011061812A3-130M7.5水泥砂漿*2.253 m17.10172.032

3、94252813A3-130M7.5水泥砂漿*2.43 m30.53172.03525294114A3-34臺階擋墻零星砌體10 m30.712360.59167653915A3-129M5混合砂漿*2.113 m1.498167.472514616010302006002磚砌臺階10 m31.39537.5574722319010402001004現(xiàn)澆砼構(gòu)造柱現(xiàn) 場砼混凝土（二）碎石C25-40水凝32.5 Mpa10 m30.692841196056220010403005002現(xiàn)澆砼過梁現(xiàn)場 砼10 m30.042968.4111935.221010403004002現(xiàn)澆砼圈梁現(xiàn)場 砼混

4、凝土（二）碎石C25-40水凝32.5 Mpa 返梁10 m30.7842860.57224365022010407001012壓頂現(xiàn)場砼混凝 土 （二）碎石 C25-20水泥 32.5Mpa10 m30.282947.7282624723010403002002現(xiàn)澆砼單梁連續(xù)梁（C25）10 m31.092545.43277573124010406001002整體直形樓梯現(xiàn)場砼C2510 m2投影面3.84760.442920921010405003002現(xiàn)澆砼平板C2510 m34.612379.5010970261225010407002002混凝土散水現(xiàn)場砼 墊層混凝土三合 土碎石1:

5、4:81oom0.525289.77275095426010405008002雨蓬陽臺板C30水泥 42.510 m30.312929.8690827627010410003002預(yù)制砼過梁C2010 m30.552849.08156741428010407001002小型構(gòu)件現(xiàn)場砼 窗側(cè)壁10 m30.173071.0252216529010410003003過梁安裝10 m30.55520.5228617130010410007002過梁接頭灌縫10 m30.55261.4214454.3310104120080預(yù)制砼地溝蓋10 m30.433064.19131836502板C203201

6、04160010圓鋼筋6.5t01330104160010圓鋼筋6三t01級34010416001002圓鋼筋8三級t35010416001017螺紋鋼筋10三級t36010416001018螺紋鋼筋12t37010416001019螺紋鋼筋14t38010416001020螺紋鋼筋16t39010416001021螺紋鋼筋18t40010416001022螺紋鋼筋20t41010416001023螺紋鋼筋22t42010416001031箍筋6 一級43010416001031箍筋6三級440107030030防水砂漿立面0245010703003001防水砂漿平面4601090100101

7、5爐（礦）渣墊層干鋪屋面衛(wèi)生間47010901001021現(xiàn)澆混凝土墊層不分格C15地面48010901001021現(xiàn)澆混凝土墊層不分格C10基礎(chǔ)49010901001021現(xiàn)澆混凝土墊層不分格C10地溝50010902001001水泥砂漿砼或硬基層上20mm51010901001001水泥砂漿砼或硬基層上20mm水泥砂漿1:2.5屋面20mm52010901001002水泥砂漿在填充材料上20mm屋面 30mm530109010010水泥砂漿每增減035mm54010902001001水泥砂漿砼或硬基層上20mm衛(wèi)浴、廚、雨蓬55010903001001水泥砂漿20mm樓地面水泥砂漿1:3

8、散水56010803001013屋面保溫聚苯乙烯板120mm57010803005002樓地面隔熱聚苯乙烯泡沫塑料板58010702001010高分子防水衛(wèi)浴廚59010702001039三元丁防水卷材3mmi 面60010702004017UPVC落水管直徑100mm61010702004019UP VC排水部件雨水口直徑100mm62010414001001煙道、通風(fēng)道630109040010水泥砂漿踢腳板01底 20mm64011001001020墻面墻裙抹水泥砂漿20mm專墻65011001001020墻面墻裙抹水泥砂漿20mn磚專墻女兒墻66011001001026墻面墻裙抹混合砂漿

9、20mm專墻67011201001004帶型基礎(chǔ)無梁式砼復(fù)合模板木支撐68011201001073圈梁直形竹膠板木支撐69011201001051矩形柱復(fù)合模板木支撐70011201001066單梁、連續(xù)梁復(fù)合模板木支撐71011201001093平板復(fù)合模板木支撐72011201001103懸挑板直形模板木支撐730112010011樓梯直形模板木01支撐74011201001068過梁復(fù)合模板木支撐75011201002009過梁木模板76010606008002鋼梯子爬式77010606008004U型爬梯78011203001001塔式起動機起重量600knm （安拆）79011203

10、002002固定式基礎(chǔ)座帶配重現(xiàn)澆砼80011202001001建筑物20m內(nèi)垂直運輸混合結(jié)構(gòu)81A12-286綜合腳手架82011203003001履帶式挖掘機1m以內(nèi)83020406007001塑鋼窗單層平臺窗840204040060無框全玻門白03鋼門85020507001014仿瓷涂料兩遍86020507001014天棚仿瓷涂料兩遍87020507001057外墻涂料88020102002005樓地面地磚周長2400mn以 內(nèi)89020102002003樓地面地磚周長1600mn以內(nèi)衛(wèi)生間90020107001008不銹鋼扶手帶不銹鋼管欄桿直線型豎條式91020106001001樓梯大理石水泥砂漿9202010