毕业论文-某厂房土建工程预算造价编制.doc

建 筑 工 程 预 算 书工程名称： 某厂房土建工程预算造价编制 工程造价： 567.1164万元 建筑面积：3616.443平方米 单方造价： 1568.16 元/平米编 制： 复 核：证 书 号： 证 书 号：建设单位（公章） 编制单位（公章）117 东海科学技术学院本科毕业论文 目录目 录1.中英文摘要22.预算编制说明43.工程费用计算程序表64.建筑工程预算书75.工料汇总表146.主要工日价格表187.主要材料价格表198.主要机械台班价格表239.门窗计算表2410.工程量计算表2611.钢筋计算表5812.参考文献10513.致谢107 东海科学技术学院本科毕业论文 摘要1. 中英文摘要某厂房土建工程预算造价编制马洁辉（浙江海洋学院，东海科学技术学院，浙江，舟山，316000）摘要工程造价是指进行某项工程建设花费的全部费用，即该工程项目有计划地进行固定资产再生产、形成相应无形资产和铺底流动资金的一次性费用总和。显然，这一含义是从投资者业主的角度来定义的。投资者选定一个项目后，就要通过项目评估进行决策，然后进行设计招标、工程招标，直到竣工验收等一系列投资管理活动。在投资活动中所支付的全部费用形成了固定资产和无形资产。所有这些开支就构成了工程造价。从这个意义上说，工程造价就是工程投资费用，建设项目工程造价就是建设项目固定资产投资。工程造价的控制职能表现在两方面：一方面是它对投资的控制，即在投资的各个阶段，根据对造价的多次性预算和评估，对造价进行全过程多层次的控制；另一方面，是对以承包商为代表的商品和劳务供应企业的成本控制。本文对某厂房进行编制预算，包括对工程费用计算、建筑工程预算、工料汇总、主要工日、主要材料、主要机械台班及工程量的计算进整理编制。 关键词 建设、工程造价、供电所、混凝土Preparation of a workshop construction cost budget Ma Jie Hui( Zhejiang Ocean University, East China Institute of science and technology, Zhejiang, Zhoushan, 316000)Abstract Project cost refers to all the costs of a project, the project is planned to carry out reproduction of fixed assets, intangible assets and the formation of the corresponding working capital one-time expenses. Obviously, this is the meaning of investors - from the perspective of the definition of the owners. Investors to choose a project, going through the project evaluation and decision-making, design, bidding project bidding, until the completion of acceptance of a series of investment management activities. All expenses paid in the investment activities in the form of fixed assets and intangible assets. All these costs constitute the engineering cost. In this sense, the project cost is engineering investment cost, fixed assets investment construction project cost is a construction project.Performance function of control engineering cost in two aspects: one is the control of investment, namely, in various stages of investment, according to the times of cost budget and evaluation, to control the whole process of cost level; on the other hand, is to the Contractor as the representative of the commodity and labor supply enterprise cost control.Based on the six transverse power supply for budgeting, including the calculation of engineering cost, construction engineering budget, material collection, calculation of the main work, the main material, the main mechanical stage class and quantity in preparation.Key words construt , construction cost,administration of power supply,concrete 东海科学技术学院本科毕业论文 正文2. 预算编制说明某厂房土建工程预算造价编制说明一、工程概况 1该工程建筑面积为3616.443平方米，地上4层，室外地面至屋面高度为14.7米；2本工程为多层民用建筑，钢筋混凝土框架结构，抗震设防烈度为7度，建筑耐火等级为二级，屋面防水等级为级,工程安全等级为二级,建筑物合理使用年限50年；3本工程室内相对标高0.000m，室外地坪-0.700m，绝对标高 现 场 定m 4桩基为预制混凝土管桩500内，地基基础垫层为70厚碎石压实，150厚素混凝土。5承台、基础梁为C30混凝土，框架柱、梁、板为C30混凝土，构造柱、过梁、圈梁为C20混凝土。6室外地平以下填充墙为MU100水泥实心砖，地平上外墙、内墙为MU10粉煤灰烧结多孔砖，M5混合砂浆砌筑。7钢筋锚固长度HRB335（B）为30d，HRB400（C）为49d。箍筋的弯钩形式都为135。8最小保护层厚度：承台50，楼板20，其他为35。9框架柱两端各设两根拉结筋，净长600,36d锚固长度。10钢筋长度超过8m，设一处搭接，长度为35d。11构造柱尺寸为墙宽240,4C12纵筋，A6200箍筋。12过梁净跨1000，面筋和底筋分别为2A10和2C12，1000净跨1500，面筋和底筋分别为2A10和2C14，1000净跨1500,面筋和底筋分别为2C12和2C14，箍筋都为A6200。二、编制依据 1厂房施工图；2厂房平面图；3浙江省建筑工程预算定额2010版（上、下册）S 中国计划出版社；4浙江省施工取费定额2010版S 中国计划出版社；5建筑工程计价新教材何辉 吴瑛 M2版-杭州浙江人民出版社2009. 8； 6浙江造价基础理论 S 浙江省造价管理总站；7建筑工程造价实训指导 科学出版社；8浙江省建筑工程计价规则 中国计划出版社2010年版；9建设工程劳动定额 中国计划出版社2009年版；10工程建筑定额原理与实务 中国建筑工业出版社2008年版；三、其他需要说明的问题1本工程按非市区民用建筑三类工程取费；2取费按中间值考虑；3根据浙建站计关于浙江省建设工程施工取费定额（2010版）费率；4本工程主要材料价格参照舟山市造价信息2012年6月份信息价，工费按舟山定额取值。一类人工40元/工日，二类人工43元/工日，三类人工50元/工日。5企业管理费23%、利润8.5%、规费10.4%其中民工工伤保险费0.5%、税金3.513%，无风险费。6本计算书中机械进出场运输、安装费用都未计入。7土方开挖无湿土。8油漆、涂料、裱糊工程、金属工程都未计入，以业主提供二次安装重新计算。9基础工程中地基加固未计入。3. 工程费用计算程序表工程预算费用计算表工程名称:某厂房序号项目名称计算公式金额(元)一分部分项工程费(工料单价 工程数量)4705908其中1.人工费 + 机械费(人工费+机械费)1548958二施工组织措施费106131其中2.安全文明施工措施费1 4.46%701253.检验试验费1 1.12%176104.冬雨季施工增加费10.2%31455.夜间施工增加费1 0.04%6296.已完工程及设备保护费1 0.05%7867.二次搬运费1 0.88%138368.行车、行人干扰增加费1 0%09.提前竣工增加费1 0%010.其他施工组织措施费按相关规定计算0三企业管理费1 23%361630四利润1 8.5%133646五规费11+12+1317138211.排污费、社保费、公积金1 10.4%16352012.民工工伤保险费1 0.5%786213.危险作业意外伤害保险费10%0六其他项目费0七风险费0八税金(一+二+三+四+五+六+七)3.513%192467九建设工程造价一+二+三+四+五+六+七+八5671164 东海科学技术学院本科毕业论文 正文4. 建筑工程预算书建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费一、土石方工程95859.069461301246.511-2换挖槽坑(深3m以内)三类土挖桩承台土方综合定额100m314.78752932.5343364.79428010563.8521-2挖槽坑(深3m以内)三类土100m311.8532715.3132184.57317660418.5331-2挖槽坑(深3m以内)三类土100m37.47972715.3120309.70200460264.11二、桩基础与地基加固工程597441.80983843997745908142-28静压预应力钢筋混凝土管桩 500mm以内100m241.41520.24366985.94528353776527638652-32静压送预应力钢筋混凝土管桩 500mm以内100m141.81616.27229187.09443892183.718261462-155凿预应力管桩桩头10个7.1178.701268.771160.128.480.23三、砌筑工程431698.63500123795942092.873-13混凝土实心砖基础 2401155310m36.0712502.7415194.132662.712396135.1483-9碎石干铺垫层10m33.68781092.444028.70729.453267.132.1693-59砌烧结多孔砖墙 厚1砖10m339.32373984.79156696.6917586138374736.93103-59砌烧结多孔砖墙 厚1砖10m328.35443984.79112986.331268099775531.36建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费113-59砌烧结多孔砖墙 厚1砖10m332.84533984.79130881.6214688115578615.52123-60砌烧结多孔砖墙 厚1/2砖10m32.6964182.2911275.451576.69659.439.47133-60砌烧结多孔砖墙 厚1/2砖10m30.1524182.29635.7188.89544.592.23四、混凝土及钢筋混凝土工程914702.3723717365531922210144-73现浇商品(泵送)砼基础垫层浇捣C1010m32.45852799.606882.82323.49653623.31154-135现浇砼基础垫层模板m273.75523.321719.97848.18815.7356.05164-75现浇商品(泵送)砼基础浇捣C3010m37.60713196.6724317.39883.182341419.85174-75换现浇商品(泵送)砼基础浇捣C3010m33.44613196.6711016.04400.09106078.99184-162现浇砼基础梁 复合木模m2423.62927.7011734.524435.46655.2643.92194-84现浇商品(泵送)砼圈梁、过梁、拱形梁浇捣C2010m32.22463500.427787.03765.267007.214.59204-1700现浇砼直形圈过梁 复合木模m2192.15722.214267.812513.41667.986.47214-79换现浇商品(泵送)砼矩形柱、异形柱、圆形柱浇捣C3010m330.95454078.28126241.1212126113981134.34224-156现浇砼矩形柱 复合木模支模高度3.6mm21562.62926.641565.9318814209081843.9234-80现浇商品(泵送)砼构造柱浇捣C2010m32.95893752.2811102.6220239060.219.41建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费244-156现浇砼矩形柱 复合木模m2806.92826.621464.289715.4107971843.9 254-81现浇商品(泵送)砼框架柱接头浇捣C2010m31.073793.314058.84772.973278.97.02264-79换现浇商品(泵送)砼矩形柱、异形柱、圆形柱浇捣C3010m348.60933549.66172546.4922850149485210.96274-165现浇砼矩形梁 复合木模支模高度3.6mm27569.53533.34252368.311377012535213247284-86换现浇商品(泵送)砼板浇捣泵送商品混凝土C3010m325.20843778.78952575148.889854253.85294-174现浇砼板 复合木模支模高度3.6mm22157.83925.154161.7620413308142934.7304-84现浇商品(泵送)砼圈梁、过梁、拱形梁浇捣C2010m31.64753500.425766.94566.745189.410.81314-165现浇砼矩形梁 复合木模支模高度3.6mm2186.49733.346217.812803.13088.4326.37324-94换现浇商品(泵送)砼楼梯(直形)浇捣泵送商品混凝土C3010m28.3211916.197623.71626.166984.712.81334-189现浇砼楼梯 直行m2166.42288.1314666.776798.37309.3559.18344-26现浇现拌砼栏板、翻檐浇捣C20(16)10m31.94153335.576476.011998.64267.3210.07建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费354-194现浇砼栏板、翻檐 直形m281.54321.761774.38964.65748.5661.16364-24现浇现拌砼雨蓬浇捣10m30.30452770.05843.48185.2763424.2374-193现浇砼全悬挑阳台、雨篷m212.78952.21667.71368.45271.5127.75384-97现浇商品(泵送)砼空调板浇捣C2010m32.7613502.599670.65908.238742.320.1394-193现浇砼全悬挑空调板m2115.9652.216054.273340.82461.8251.63404-99现浇商品(泵送)砼翻边、挑檐浇捣C2010m30.03753765.84141.2214.84125.490.9414-104现浇商品(泵送)砼水塔塔身筒式浇捣C2010m30.99613489.013475.4217.593142.1115.75424-218现浇砼水塔水箱 水箱壁 内壁模板m292.6452.164832.12577.22121.5133.4五、门窗工程162655.9513189148490976.194313-1有亮镶板门100m21.98031173923246.826225.116811210.494413-34成品木质防火门安装扇17755128355101232504513-97铝合金推拉窗制作安装100m22.806245105.2126574.136454.3119354765.7六、钢筋制作、安装875332.614839981184015093464-416现浇构件 圆钢t16.968624475.4475942.04753067547864.55474-417现浇构件 螺纹钢t106.6154219.45449856.66235184181508188484-417换现浇构件 螺纹钢t78.655654443.85349533.91173513261436040.8建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费七、屋面及防水工程77926.341364063634652.57497-1屋面细石砼防水层厚4cm100m27.471721922.3914363.563951.89922.2489.62507-58热熔法防水卷材 改性沥青 立面100m215.02243523.4352930.376104.4468260517-47平铺油毡一层100m27.47172292.312184.06375.91808.20527-5屋面水泥砂浆保护层100m27.471721071.238003.932987.94867.2148.76537-35水泥砂浆泛水100m0.8977495.07444.42220.03210.2114.19八、保温隔热、耐酸防腐工程607606.278487352271913.6548-18附墙铺贴聚苯乙烯泡沫板 10m340.9514244.5583313.09824085009050558-35屋面挤塑泡沫保温板100m27.471723251.3524293.182465.72181413.6九、附属工程3167.231066.22024.876.23569-58砼墙脚护坡C10(40)100m20.19653961.15778.37239.97509.1829.22579-66混凝土台阶C15(40)10m21.130811301277.8486.24755.9635.6589-63水泥砂浆面层台阶翼墙10座1.0831025.911111.06339.95759.6911.41十、楼地面工程270915.08641982021764541.45910-1水泥砂浆找平层厚20mm100m21.38168780.651078.61449.05605.2924.286010-1换水泥砂浆找平层厚20mm100m223.71974780.6518516.827708.910391416.766110-7细石混凝土楼地面厚30mm100m225.101421206.6430288.3813304159181066.36210-24缸砖楼地面(勾缝)100m21.381683544.974898.011761.63079.257.176310-30地砖楼地面 100m223.719746985.96165705.1532603132178924.6建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费410-64踢脚线 大理石100m20.785114574.511442.441483.89947.111.496510-69换踢脚板 装饰夹板面层(直形)100m21.052282889.263040.3110252014.21.186610-87楼梯踏步嵌条 铜板防滑条 平面100m0.832114827.994017.42309.133708.306710-97硬木扶手直形 型钢栏杆10m12.561550.2719471.393874.8135812015.36810-118大理石台阶面100m20.8321114969.812456.551679.21075324.37十一、墙柱面工程511589.232655862370338970.86911-2换墙面水泥砂浆抹灰 100m216.384881201.6619689.05116827637.2369.487011-2墙面水泥砂浆抹灰 100m25.397271201.666485.683848.32515.7121.717111-4换墙面 斩假石100m216.384884241.869501.38601418948412.747211-8墙面水泥砂浆抹底灰100m216.38488792.312981.7476195170.9191.877311-1墙面石灰砂浆抹灰100m25.397271249.46743.354039.92580.2123.277411-24零星装饰 白石屑100m262.722172500.56156840.55119956348272057.37511-58干粉型粘结剂粘贴墙面瓷砖100m21.799095370.759662.463893.25769.207611-61水泥砂浆粘贴外墙面砖100m216.384885181.4184896.783739047276230.377711-149柱面凹凸增加层100m21.05782775.772936.21843.62087.25.377811-207带骨架明框中空玻璃幕墙面层100m25.756621809.4125548.11135941070554899.37911-211带骨架隐框中空玻璃幕墙面层100m20.657224808.216303.922578.213166559.33十二、天棚工程1759.42853.95901.893.68012-2天棚水泥砂浆抹灰 100m20.27891084.77302.54198.72100.233.6建筑工程预算书工程名称: 某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费8112-16轻钢龙骨吊顶平面(U38型)100m20.386932229.77862.76328.7534.0708212-17轻钢龙骨吊顶侧面(U38型)100m20.295682009.35594.12326.53267.590十三、脚手架工程101091.581842839078435858316-5综合脚手架 檐高20m内层高6m内100m236.164431546.4955927.9316904365732451.68416-63烟囱、水塔脚手架高度20m内座14284.094284.091524.42505.6254.198517-4建筑物垂直运输 檐高20m内100m237.540351088.9540879.560040880合 计47059089904153156950558543 东海科学技术学院本科毕业论文 正文5. 工料汇总表工料汇总工程名称: 某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）0000001一类人工工日2365.3154094612.60000011二类人工工日13253.72343569910.090000021三类人工工日6925.85650346292.8j0000011人工(机械)工日1460.694362809.670101001螺纹钢级综合t108.7473780411063.660101001螺纹钢级综合t80.22940003209160109001圆钢(综合)t17.308385066635.80109011圆钢(综合)kg650.8593.852505.810109071吊筋kg12.8344.2454.420113107扁钢-402kg159.8893.7591.590113111扁钢-304kg412.0943.71524.750121011角钢kg11.0083.6540.180141021铜板条L550m84.87543.53692.060153075铝合金型材综合kg2483.76823.758865.30213041塑胶条m2357.2082.45657.30227001棉纱kg45.5611.02502.070233041草袋m21260.3715.296667.360303193木螺丝M330百个3.4951.34.540303197木螺丝M440百个12.9371.519.410307343金属膨胀螺栓M880套83.4220.8873.410307393塑料膨胀螺栓M3.5套349.4860.0310.480309047普碳钢六角螺母M8百个0.8364.53.760313081垫圈百个1.6682.634.390321171石料切割锯片片25.75531.3806.130341013电焊条E43系列kg4635.6075.425032.280351001圆钉kg1905.6064.368308.440351041枪钉盒3.3837.525.370357102镀锌铁丝8#kg19.894.895.470357104镀锌铁丝12#kg94.6664.8454.40357107镀锌铁丝18#kg165.854.8796.080357109镀锌铁丝22#kg663.6554.83185.540359131预埋铁件kg43.0045.81249.850365161合金钢钻头8个0.8365.034.210365605铝合金角码kg84.15823.11944.05工料汇总工程名称: 某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）0401011水泥32.5kg669.8180.3200.950401031水泥42.5kg256752.1010.3384728.190401071白水泥kg636.2810.6381.770403043黄砂(净砂)综合t883.00462.555187.750405001碎石综合t228.6934911205.960405071白石屑kg106227.4860.044249.10409035石灰膏m321.9692786107.380413091混凝土实心砖24011553千块33.66531010436.150413125烧结煤矸石多孔砖(矩形孔)24011590千块348.789940327861.660431109聚合物粘结砂浆kg1097.4461.751920.530433020泵送商品混凝土C10m324.9542586438.130433022泵送商品混凝土C20m3230.95129969054.350433022泵送商品混凝土C30m3870.41299260252.590433024泵送商品混凝土C30m3276.08533492212.390503001杉板枋材m30.1491450216.050503125杉枋亮子m30.91314501323.850503141门窗杉板m32.01214502917.40503143杉木砖m30.4831450700.350503145杉搭木m30.2381450345.10503147门窗框杉枋m33.77814505478.10503149门窗扇杉枋m33.23214504686.40503361垫木m312.071200144840505021九夹板m2114.24216.51884.990505091红榉夹板m2115.75115.71817.290525001木柴kg19328.40.458697.780535041竹钉百个53.2354.68249.140601001平板玻璃3m227.72423637.650611005中空玻璃5+9A+5m2643.79311070817.230661125缸砖152152m2126.39618.12287.770661151瓷砖150220m2183.50722.334097.710663006外墙面砖50230m21399.10530.742952.520665101地砖500500m22443.13349.5120935.080701031大理石板m2164.95512019794.60831121轻型龙骨U38m272.3578.5615.030923101成品木防火门扇17715121551023001硬木扶手m133.136658653.84工料汇总工程名称: 某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）1103241红丹防锈漆kg153.66412.81966.91111943聚醋酸乙烯乳液kg71.4195.34381.381141211防腐油kg34.0611.654.51143191嵌缝料kg71.324171.321145431发泡剂750mL支58.9320.521209.241155001石油沥青kg38656.83.72143803.31157021石油沥青油毡350gm2821.8892.21808.161157091改性沥青卷材m21727.5762543189.41159075沥青嵌缝防水油膏kg832.99232498.981159141油灰kg23.7644.5106.941201021汽油综合kg19328.47.1137231.641203001溶剂油kg17.4862.6646.511233021隔离剂kg1584.4076.7410678.91235081液化气kg352.2753.081085.011241001107胶kg0.772.31.771241111骨胶kg6.3374.4127.951241151耐候胶l176.93175.913429.061241551玻璃胶支314.294113457.231241631胶粘剂干粉型kg1101.0431.421563.481241871结构胶l294.65126.537273.231243221双面胶纸m2400.4481.563744.71301301石棉泥kg1965.60.671316.951312125聚苯乙烯泡沫板m3417.695002088451312231挤塑泡沫保温板50m2762.1152619814.993001001钢支撑kg8827.9734.640608.683101071密封毛条m2166.3860.511104.863109041草板纸80#张4517.1170.2903.423111011尼龙帽个2869.7320.481377.473113221泡沫条18m1590.1090.871383.393113401纸筋kg68.2751.13477.423115001水m32424.5512.957152.433201011钢模板kg181.2364.67846.373201021木模板m350.913120061095.63201031复合模板m22169.6213371597.493202071零星卡具kg6777.8886.8246225.23203001脚手架钢管kg3099.2794.3313419.883203011钢脚手板kg191.314.67893.42工料汇总工程名称: 某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）3203031木脚手板m30.2113002733203041竹脚手片m2686.228.725983.843203151脚手架底座只21.064.8101.093203171脚手架十字扣副747.436.064529.433203191脚手架斜扣副33.0376.06200.23203211脚手架一字扣副155.1296.06940.083205011安全网m2750.412129004.943209071金属周转材料kg965.64.674509.356000001其他材料费元10511.964110511.966000131回库维修费元2301.88912301.896000291小五金费元447.9441447.94j1201011柴油(机械)kg2958.3576.3518785.57j1201021汽油(机械)kg2147.4387.115246.81j3115031电(机械)kwh144845.3420.854123697.92pm0000001折旧费(机械)元190387.41190387.4