工程数量审核台账.docx

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1、447Tm;EME：E工父E序号工左中目工号划分材#名称段计数，计算敷量量整务注单位*单位单位*ICTr天更呈策1XX驻地住理都租赁费4年/年4.00元/年1.002大会议室场地Y整02270.00n2270.003场地硬化321.28d321.28-1质砌水沟b32.16n32.16S水沟彷面n238.95n2佩956蠹板安装块36.00埃36.007板用d2192.60112192.608板底装修b2162.Mn2162.619停车场场地平婺11260.00n2.0010捕设成隔a215.00n215.0011门里房场地平整225.20n225.2012场地硬化n32.52n32.5213

2、板房a223.0-1n223.04H食玄I改造凿除M历水池台、案板台f、d26.05n26.0522贴地出（0.6m6&n）11262.3?n262.3723沉淀情位置人匚挖方。32.38n32.3R24沉淀茶坑人工回地1131.57n31.5725安装沉淀相个1.00个1.0026安装水龙头个3.00个3.0027ft2tSi苗除门店水池台.奥极台子则囱,限增网所小隔墙11321.65n321.6528拆除阳用法皮门、内母木门个2.00个2.0029由除版基础5ce33.13n33.1330电线找路安找n2149.692119.6931沟林人工挖方1130.7130.7132砂浆抹而b211

3、.02214.0233利门希刷11213.85成13.8534贴墙m(0.6n*0,6no26.05|)26.0535贴地的(0.6n0.6n)s262.371262.3736沉淀情位置人工挖方b32.38n32.3837沉淀基坑人工问埴b3L57)31.5738安装沉淀稳个L(Kl个1.0039安装水龙头个3.00个3.0010】出办公楼办公区或Jfi项口部二检曲除旧转墙n32.0032.0041膈砌隔墙m323.OOn323.0042眼脚&n273.23a273.2343砂浆抹面112m.54n2493.5444制白船用海b2158.02n2158.0245制白粉用二遍n2164.00成I

4、M.0046安装门个2.00个2.0047安装商个6.00个6.0048空内货路安装1121防.00n2186.0019建办公播办公区改造项n部一横的用隔墙11314.35n314.3550眼脚线nMO.57nHO.5751砂浆抹面112170.51n2170.5152对白就树三电n2110.b312.00“312.0057室内线路安装n258.00成58.0058W:，人工擒运转读项1.00项1.0059济沽保沽项1.00项1.00601#宿舍装修室内水管安装11280.00n280.0061室内线路安装b2l!0.00n2MO.0062用白粉啊n297.00n297.00走Ht利白给刷29

5、3.00n293.00M天花板拆除平方61.42平方61.42前原TJ地面瓷枝拆除平方61.42平方61.1266Kwtti平方13.03平方13.0367烧布洗手台拆除平方6.60平方6.60相地面沉池开挖立方8.00立方&0069防法网拆除个6.00个6.0070.核枝物隔均（人工排达）立方3.57立方3.57?1余墙面枇灰找平平方168.00平方168.OO72墙面防水处理平方5,00平方58.0073Mf刮白平方227.50邛方227.5074希知板用攻平方61.42平方61.4275地面防水处理平方61.42平方61.42?6沉池回垠立方8.00立方8.0077胞面水泥砂浆找平立方6

6、.14立方6.M78地脚拔铺贴米62.30米62.3079地面资诚铺贴平方61.42平方61.42BO脚位隔断平方47.20A-17.2081小便区隔板块8.00埃8.0082m促及离压管a5.005.00S3石村洗手台米4.70*4.701号办公楼卫生间改造陶谎洗手数个5.00个5.0085洗手猛龙头个5.00个5.00胫化妆健平方4.60平方4.8087R生间门校2.00校2.0088不锈例地Ai个7.00个7.0089据纪治龙头个2.00个2.0090nr11nftf副1.00副1.00912.5平方陪装米44.00*1-1.0092开关珏座底盒86里个10.00个10.009325Pp

7、R水管米30.00*30.00弘32PPR水带米12.00米12.009550PYC排水管米18.00*18.00%75PvC排水管米24.00米24.0097”OPYC排水忏米24.00米21.0093水可32出径个2.00个2.00楼板开孔个10.00个10.00100电箱及空开个2.00个2.00IOl楼.极人r排运建筑及级项1.00项1.00102室内保沽、清洗墙面项1.00Hi1.00103建筑坟城人工笠生、外弃车6.00车6.00104碇内花坛.置用地浒理垃坡杂物项20.00120.00105会议空门前切割、清除冷3.24nl3.24106会议主门前修补ft(I78cs)o23.2

8、4成3.24107项目内和零l工打项1.00项1.00108化粪池挖土at56.HSn,56.88109“砌B911.52才11.521106浆林面Bf60.0011f60.00in池或使化(C20)at4.55n4.55112但切板现浇(C30ittm,3.Um,3.431132x3*、仰宿舍楼S造2#宿舍槎别白粉Ifln21805.90成1805.90IH3#京台楼创白粉1022366.70n22366.701154*舍楼刮门粉刷22245.IO成2245.401162：、3口、住宿台极水塔安装项.00项1.0011728、3S.4#宿舍楼清理垃圾及外运项1.00项1.001182号办公楼

9、改造诉除大办公室296.70成96.70119拆除大厅广告牌d210.00n240.00120拆除生间JSifflb230.00n230.00121拆除P生同洗手台个1.00个LOO122拆除卫生间大便池、小使池个4.00个1.001231!生何地面消除1133.00n33.00124资料室柝墙11216.00n216.00125诉除电前个5.00个5.00126消运垃坡项1.00项1.00127相含金商安装2.00Ui2.00128防Bi门安装励2.00扇2.00129办公室”风塌安装个2.00个2.00130卫生间回填混然上034.5031.50i3l卫生间B!增1132.001132.0

10、0132卫生间地漏个1.00个1.00133大便池安装个3.00个3.00134电您应小便池安装个3.00个3.00135卫生间隔板u223.76n223.76136制白所利n21000.00n21000.00137办公室安装龙11隔墙处1.00处1.00138安装水箱个3.00个3.00139阳院洗手黄个1.00个1.00MO地面？E转HI贴(60ro6Qsm以F)11212.00n212.00Hl25、3#、4#宿舍楼及2#办公楼水电工程木皆改造安装,451.00W245,L(Kl142电路改造安装B21791.59/1791.59143根据项目实际.其它项目工程致尤*核台衰计算时乂有计算

11、过程贵料材料名称设计数猫I三三ft*计算敷*上差备注序号工程项目工号划分单位*单位M单位ft*设计侵更一HrIW便道路基朦122500.00m,122500.002填方nf87500.OOOl987500.003路面泥渣填筑mf6500.00m,6500.004C20fi硬化路而(坡Iffl(W)mt3150.00献3150.005路面钢筋网t140.18t140.186边沟边沟挖土nl3500.000?3500.007质周边沟?672.00ni672.008边沟底眇浆W420.00nl120.009边沟砂浆抹面m,7000.0011f7000.0010边坡防护浆砌片石挡墙*360.00H13

12、60.0011边坡三维网/混物生Itf35000.OOm,：6000.0012檄草籽Itf35000.00m,5000.0013根据项13实际,其它项目H2#便道15每条便道临时工程工程数量审核台账工程依直审核台账计Ir时襄讨有计算过程贵1序号工程项目工号划分材料名女设计敷重交更敷鱼计重总及差备注单位9单位9A单位9A设计交更量-计算S1土方场地平整土方开挖时18560.00If18560.002斐独1：方开挖?992.27.，992.273土方弃运（埔运IkIl）m,J9287.971?19287.974人工挖水沟ni97.20I?97.205人工回埔水沟11125.001?125.006水

13、沟的砌水沟（60ct60Em,53.40H153.407水沟底C2(Hft(IDccOm,37.38*37.388水沟抹面Ttf551.SOm,551.809出口水沟钠趣板（O.H0*3H.03t2.64t2.6410废符池微料池矿物才4.99I?4.9911废料泊硬化2（Mlte土）廿2.50献2.5012废料油抹面耐48.60m,48.6013厂房收水候化（C20混发上）?29.5029.5014场地便化（C20混发上）302.10302IO15遒路段化n,211.2011211.2019柴础钢筋8.22吨8.2220某Rllffl埋件帅1.81吨1.8121南楝（主体钢构顶面）Itf三6

14、.00Ttf3G96.0022例构防护历即39.121?39.1223钢结构防护H：物抵而Vf247.24m,247.24冽电动卷帘门（2套m,96.00m,6.(X125场内行车道明漆耐570.00Itf570.0026安装场内行乍道两禽护栏（90On高）228.00228.0027场内附属设施主电一预埋WCi（10）n380.50380.5028场外道路换埴$比渣192.00献12.(1029场外地路蟆化（C20混凝士）420100n20X00UO由播植草耐384.Mm,381.OO31消防沙池破砌?1.92P1.232满防沙池拉面Itf14.40m,14.4033材科存放型用支架吨：i.

15、00吨防.0034监控系统套1.00LOO352KHHH)ISl则大灯个20.00个20.0036照明大灯用电境（4平方铜芯线）n364.00Il364.0037办公板房板房面积49.65DJ49.6538基础校20混款士.）2.221?2.2239空内地校（60c00n）m49.65m19.5IO场抨硬化（IaCIi）（C2。混凝土）时14.4011It4041水沟矿砌m,2.95IP2.9542沟底i（CO混凝七）m,4.271?4.2743水沟状面Hf119.51m119.51Ii混战士击权0,4*0.5）Ife28154块284.5445IWi惬增必础险C20tth）*34.QSIf3

16、1.0846惧堵i制lM.38n,64.3847压顶现浇$14凝上C20混凝土）m,6.001?6,0018困墙砂一抹面m1246.2?m1246.2719困墙剃白m1246.27W1246.2750进出场道路C2（泯现浇道路G100.n100.0051伸缩大310.0010.0052场平硬化献141.80ItL8053预制钢筋混凝I.水沟J板1.8种.M25（WitiHnft）献21.60I?21.6054既有国ifi水沟沟舟破除力9.60I?9.6。55就的混战上水沟而极安装1,8*0.8*0.25（BIiliJfr-I）块33.00埃33.0056地磅挖上51.40IP54.4057蝌前

17、:W女I2.67t2.6758钢筋斜板预埋t0.54t0.5459地防跳础S（C2D（）(B111.19n11.1960扩大基础“2OfD18.9018.9061林路包罗也*18.00米18.0062根据项H实际，痣它项目632#一郎厂61慑个纲筋厂工左皴金*兼台赅计算酎要有计算过WJtA序号工程JI目工号旬分材料名暮RF文更WW9n备注单位*ft单位ft*单位接和站场内暧化行料仓区il1650.00IB3gQ.004搅推站至机区城9兆.60IJ936.605蝌的加工厂区,640.00n,MO.006成验室区B1226.00n,226.007生活区n,42.50m,42.508环形道路M底城筑

18、片/iH1119.20献419.209存科仓模埴片石D11056.00B,1056.0010料仓使化内C20碎D1122.40422.4011搅神楼*料滞*斜发带SK该坑开挖311560.0050.0012人工清理.修校机械开挖后施础土方（合分实）n,320.00B1320.0013料源注础C25n,259.80(1,259.8014科M换填片石n1199.20e199.2015主机楼魅础C251n,74.80B,71.8016平皮带芨础C25fifcjn2.50fl,2.5017斜皮带基础C25ln,20.87n,20.8718预理件IW安IXMt3.5019料出*4HC20空层Il18.3

19、0B,8.3020料斌世础2。钢筋t6.21t6.2421主机底拦水坎1132.05m32.0522ItFflAMft的团科仓雨棚面枳n22112.00m22112.0023料仓基础C25iB1115.99m,115.9924料仓茶础维忸n,33.Il33.1425料仓柴地钢筋利安t3.3t3.3626人工活理、4整机械开挖后IiI粱土方（含夯实）,33.Hm1311427隔地地力C25100.00m,100.0028工黄泊淮安个警示线n:25.91l：25.9129配料仓配料仓墙C25浇筑n,97.67m197.6730间料仓基础C20浇筑,48.41l1,18.4431泥料仓皮与韭础钠板t

20、1.20t1.2032基础孤行曲除U113.60m,13.033基础模埴片石a1122.SO*,122.5034墙身IM的20I16.08t16.0835熔身用筋8I0.07t0.0736配料仓平皮带基砒11,9.229.2237配“住她础n124.50n,24.5038地输.料库、泊库地研、油麻荔Sii开挖n1110.62110.6239人清理修用机械开挖后韭城上方（含夯纹）n,8.05n,8.0540地磅基础C30na49.28IJ49.2841地磅基础钢筋t2.39t2.3942油库硝24做堵n,11.00献14.0043砂发抹面60.0060.0044水池基坟开挖3246.00m,24

21、6.0045人r清理.性用机械开挖Ariia梁上方（合务实）n,14.00ml14.0046落水池熟砒C20混微土nj42.00l12.0047赤水池!370n成堵n,16.62I?16.6248落水池砂浆线面n:156.00mi156.0(149防水层施工n2156.00156.W50系研322钢筋安装T3.94T3.9451j21.00n,21.0052沉淀池些城开把3nMO.00B1140.0053人工清理、ME整机械开挖后IB粱十.方（含夯箕）,20.00献20.0054七级沉淀池助65堵n,M72B,34.7255七级沉淀池砂浆Mt面a2346.50n?346.5056防水层施工n:

22、321.76I321.7657刷黑黄泊漆nj91.00僦91.0058洗车池柒境开挖H112.60j12.6059人工满理、毋使机械开挖后圈集土方（含夯实）n1.051J1.0560沈生平6丛砥C30睑a,5.80ra,5.8061混出土葡板C30fn,2.51I?2.5162混发上破板钢筋制安I。,加C0.363洗车池ft6t墙D216.85(Bz16.85M洗车池砂浆抹面2111.00l：111.00的化黄池出境开无11379.90n379.906人工清理、毋整机械开挖后BI集土方（含夯实）n33.2023.2067JKtt.ttcsoJb32.88n32.8868混战土而板制筋IW安I0

23、.42t0.4269化受池砌21E场堵11218.00218.0070化货池砂我抹面n2105.00n2105.0071海防砂池、防撞战制防砂池砌2IoX歧墙1133.028133.0272消防眇池砂浅抹面a225.20a25.2073防搔取硝2cm6墙a3W.80n310.(M)74防撞墩眇浆抹面11230.60m230.6075沙池.协摊墩树枭黄油注a239.60239.6076单层板用投电面枳n2160.60m2160.60?7:层板宓投影面积b2405.722405.7278板房用地C20混秋上.n345.82n345.8279板庙内便化m3泣63356.630生活区JE孙钢筋I2.4

24、1I2.1181淳衣利11243.20m243.2082赚衣物地用C20Sh34.32m34.3283生活区水沟或砌b324.84n324.8484水废砂浆林面112174.002171.005沟底砂浆找平380.70380.7086水箱个1.00个1.0087生活区、nii.地确板加水电安装112160.60m2160.6d同物机部办公空板房海松口2162.31n2162.3189网柒基明11316.39316.39W室内地用C20in320.75m320.7591井和站场内水沟.惘墙机悔开挖水沟a3205.90m3205.90%水沟稀砌a3152.543152.5493水沟林间a2635.60成635.60弘困地应砌11367.90367.伙95恸墙立柱转砌a355.05n355.0596圉墙掠面口2513.80m2513.8097大门n31.18m31.1898大门柱砂浆站位65n297.18n297.18的图墙魅岫C20A!itt土r3153.50m3153.50100林和站大门12nS11个1.00个1.00IOl门卫房a221.60m221.60102发电机用R221.60崂21.0103配电房。221.60成21.60101房内硬化n34.86m34.86105并林站埋谀电境.水管.Aft沉砂池开挖H,X0843.08106喳砌沉砂池