工程估价课程设计例讲解

1、第一部分定额计价1、建设工程造价预算书2、编制说明3、单位工程费用表4、工程计价表5、价格调整表6、工程量计算书7、门窗明细表第二部分工程量清单计较1、工程量清单报价表2、投标报价3、单项工程费用汇总表4、分部分项工程量清单计较表5、措施费项目清单计价表6、其他项目清单计价表7、零星工作项目计价表&分部分项工程量清单综合单价分析表9、主要材料价格表第一部分定额计价工程类别：建筑二类 取费等级：二级单位造价：523.96元/m2建设工程造价预算书建设单位：云南华海房地产开发有限公司工程名称：华海新天地21号片区A1-1地块施工单位：中国有色金属工业第十四冶金建设公司建设地点：拥金路工程规模：约4

2、0万平米工程造价：39556815.72元 审计单位：位负责人：证章：年12月2日建设（监理）单位：云南工程建设监理有限公司 单位负责人：曹国勇 资格证章：2015 年 12 月 2 日2015施工（编制）单位：中国有色金属工业第十四冶金建设公司单位负责人：王勇单资格证章：资格年12月2日2015编制说明工程名称：华海新天地21号片区A1-1地块 【建筑工程、装饰工程】编制 依据施工 图号华海新天地21号片区A1-1地块工程施工图合同华海新天地21号片区A1-1地块工程施工合同使用 定额2003年全国统一建筑、装饰工程基础定额重庆市基价表2003年昆明市建设工程费用定额及其配套文件材料 价格2

3、015年昆明市材料价格基价表、昆明市市场价格信息其他说明：一、施工组织及施工方法说明1基础垫层为原槽封闭式垫层。2 土方运输采用人工运输，运距5m3混凝土预制构件以及金属构件和木门窗在工厂加工；运输采用汽车，运距5km4现浇混凝土构件钢筋在现场加工。二、设计补充说明1建筑面积为约40万平米。2零星抹灰均采用1:2水泥砂浆。3零星砌体用M10混合砂浆砌筑。4预应力空心板全部采用 YKB3352型。5墙身防潮层：用20厚1:2水泥砂浆（掺5%防水剂）设于标高0.06m处。三、本预算未包括工资区工资单价调整、 混凝土构件的预埋铁件、室外工程（除散水外）。四、工程量计算及定额使用说明：工程量计算中注明

4、“估”者，是估算的工程量。五、其他说明1本预算费按核定的土建二类工程标准计取各项费用。2费用项目只考虑常见费用项目。3劳动保险费已计入本预算。单位工程费用表工程名称：华海新天地21号片区A1-1地块【建筑工程】共1页费用代 号费用名称计算公式费率费用金额F11基价直接费=F11+F12+F13+F14318542.39F111.1其中：人工费及调增=人工费X (1 +人工费调整系数)1.2%80160.63 :F121.2其中：材料费=材料费x材料费调整系数1214914.13F131.3其中：机械费=机械费x机械费调整系数123417.07F141.4机上人工调增=机上人工数x 21.82

5、x机上人工调增 系数1.2%50.56F22综合费=F1 X综合费系数12.61%40168.2F21其中：其它直接费=(F2+F3) X其它直接费系数16.34%6875.78F22其中：临时设施费=(F2+F3) X临时设施费系数14.67%6173.06F23其中：现场管理费=(F2+F3) X现场管理费系数22.52%9476.29F24其中：企业管理费=(F2+F3) X企业管理费系数41.24%17353.57F25其中：财务费用=(F2+F3) X财务费系数5.23%2200.76F33安全文明施工增加费=F1X安全文明施工系数0.60%1911.25F44劳动保险费=F1X劳动

6、保险费率4.26%13569.91F55利润=F1X利润系数4.35%13856.59 :F66人工、材料价差及允许按实计 算的费用=F61+F62+F63+F64+F65+F66+F67+F68124430.8F616.1土石方人工价差=土石方工日数X (F611-15)5805.84 F6116.1.1土石方人工调价2626 :F626.2机械人工价差=机上人工数X (F621-21.82)1579.67F6216.2.1机械人工调价3030F636.3土建人工价差=(人工费-土石方工日数X 15)/18 X(F631-18)39607.25F6316.3.1土建人工调价2828F646.

7、4材料价差=材料价差68669.72 :F656.5未计价材料费-未计价材料费167.67F666.6二次或多次转运费=F1X二次转运费系数1.2%3822.51F676.7扩大包干费=F1 X扩大包干费系数1.5%4778.14F686.8允许按实计算的费用F77成品门窗制作及配套费=成品门窗制作材料费X1.050F88工程定额测定费=(F1+F2+F3+F4+F5+F6+F7) X 工程定 额测定费系数0.14%717.47F99税金=(F1+F2+F3+F4+F5+F6+F7+F8) X税金系数3.43%17602.64FA10风险金(工程量清单报价)FZ=工程造价=F1+F2+F3+F

8、4+F5+F6+F7+F8+F9+FA530799.25编制人:审核人:工程计价表工程名称：华海新天地21号片区A1-1地块【建筑工程】共5页疋额编号项目名称单位工程 量单价合价其中：人工费其中：机械费其中：材料费备 注r单价合价单价合价单价合价建筑工程土石方工程1A0110场地平整（300mm内）1000m20.405288.46116.83:156.08273.46110.75001A0003挖沟槽土方（深度m以内）2100m34.4151152.95090.051152.95090.0500001A0034回填土夯填100m32.799621.271738.934411234.36180

9、.27504.58001A0041+1A0042*3单（双）轮车运土方运距 50m 内100m31.248499.95623.94499.95623.9400001A0044支竹挡土板100m24.072512.572087.19236.4962.6200276.171124.56土石方工程小计元P 9656.94:7917.05615.331124.56脚手架工程1C0006多层建巩综合脚手架（檐口冋度）12m内100m210.131306.873108.966.6674.7228.19285.59212.082148.58脚手架工程小计元3108.9674.72285.592148.58砖

10、石工程1D0003砖基础A水泥砂浆M1010m39.6751345.1213014.04219.24P 2121.1517.28167.181108.610725.711D0006 换砖墙a混合砂浆M7.56B0351 换 M106B035210m333.5971403.9247167.5291.249784.7916.57556.71096.1136826.011D0015 换1/2砖墙a混合砂浆M7.56B0351换 M106B035210m33.4991503.455260.57362.521268.4614.6251.161126.313940.96砖石工程小计元65442.11131

11、74.4775.0451492.68砼及钢筋砼工程1E0040现浇构造柱AC2010m33.311777.965885.05461.161526.4456.33186.451260.474172.161E0059现浇基础梁AC2510m30.1771723.16305240.12142.556.339.971426.71252.531E0062现浇圈梁过梁AC2510m30.9591908.31830.06439.2421.1938.1836.611430.921372.251E0061现浇圈梁过梁AC2010m34.2111749.257366.09439.21849.4738.18160.

12、781271.875355.841E0046现浇矩形梁AC2010m30.271603.16432.85279.1875.3856.3315.211267.65342.271E0110现浇有梁板AC2010m31.991587.863159.84235.26468.1756.33112.11296.272579.581E0122现浇平板AC2010m30.5591600.47894.66243.18135.9456.3331.491300.96727.241E0134现浇楼梯直形AC20H=20010m22.903421.591223.88P 95.22276.4221.4662.3304.9

13、1885.151E0143现浇悬挑板（阳台雨蓬）AC2010m20.326192.0262.644.6414.558.942.91138.4445.131E0152现浇天沟挑檐AC2010m30.1931843.22355.74447.8486.4389.4217.261305.96252.051E0155现浇零星构件AC2010m30.1181999.92235.99559.866.0689.4210.551350.7159.381E0383预制空心板AC2010m33.9751793.677129.84275.941096.86177.14704.131340.595328.851E017

14、5现浇基础垫层接触面积（模板）100m20.333412.38137.32231.12:76.963110.32150.2650.041E0182现浇构造柱（模板）10m33.311865.86175.8621.362056.7176.84585.341067.63533.761E0183现浇基础梁（模板）10m30.1771270.91224.95482.485.3881.6114.44706.9125.121E0184现浇矩形梁（模板）10m3P 0.271564.89422.52747P 201.69133.235.96684.69184.871E0186现浇圈梁过梁（模板）10m35.

15、171144.75918.1516.422669.8958.13300.53570.152947.681E0197现浇有梁板（模板）10m3P 1.991282.082551.34532.441059.56138.75276.11610.891215.671E0199现浇平板（模板）10m30.5591106.6618.59412.74230.72128.4571.8565.41316.061E0201现浇楼梯直形（模板）10m2P 2.903336.54976.98133.2P 386.6834.3999.83168.95490.461E0203现浇悬挑板直形（模板）10m20.326497

16、162.02133.9243.6625.598.34337.49110.021E0207现浇挑檐天沟（模板）10m3P 0.1932066.23398.78857.16165.43225.0643.44984.01189.911E0208现浇零星构件（模板）10m30.1182374.42280.18984.96116.23258.6130.521130.85133.441E0465预制预应力空心板（模板）10m3P 3.975572.07P 2273.98P 309.24P 1229.2334.57137.42228.26907.331E0511预制空心板安装灌浆10m33.975527.1

17、92095.58221.4880.0758.7233.33247.09982.181E0521+1E0522*4n类构件1km以内10m3P 3.975689.03P 2738.89P 53.28P 211.79612.942436.4422.8190.671E0528现浇钢筋t13.772763.6238055.05161.12218.3562.52860.9254034975.81E0530先张法预应力钢筋冷拨低碳钢 丝5以内t1.0683202.173419.92335.16357.9583.0688.712783.952973.26砼及钢筋砼工程小计元95331.618049.7658

18、3.1970698.7木结构工程1G0001镶板门框断面52cm2全板制作100m21.6425539.479095.81633.781040.67266.59437.744639.17617.41G0021镶板胶合板门安装100m21.6421436.762359.16498.6818.71.442.36936.721538.091G0090汽车运输1km以内100m21.699133.5226.8215.1225.69118.38201.1300木结构工程小计元11681.791885.06641.239155.49门窗分部7E0080换90系列双扇推拉窗不带亮100m21.6527211

19、.1311912.792870.44741.9430.56711.293910.176459.67E0103换安装90系列地弹门100m20.0575190.75295.871921.18109.51288.1816.432981.39169.947E0128铝合金门窗运输1km以内100m21.70961.97105.9134.8959.635.238.9421.8537.34门窗分部小计元12314.574911.04736.666666.88楼地面工程1H0002垫层-砂石人工级配10m33.66692.272533.71144.54529.025.4219.84542.311984.8

20、51H0023垫层-砼91010m31.8331337.112450.92220.5404.1890.31165.541026.31881.211I0038刚性屋面40mmAC20100m21.8321640.86P 3006.06396.54726.4639.8873.061204.442206.531H0028找平层-在砼或硬基层上（厚度20mm）A水泥砂浆1:2100m21.157544.48629.96140.4162.4415.0717.44389.01450.087A0040地面砖楼地面水泥砂浆不勾缝100m21.157720.83834635.68735.4863.5773.55

21、21.5824.97伯0041楼地面（厚度20mm水泥砂浆1:2100m25.42594.063219.81184.861001.9415.0781.68394.132136.181H0087楼梯彩色水磨石（分色）底层20mn面层 15mmA1：2100m20.295631.311633.083207.6930.237.2210.792386.49692.081H0095踢脚板彩色水磨石（分色）底层12mn面层 8mmA1：2.5100m6.62634.074197.54462.783063.63.5423.43167.751110.511H0174硬木扶手型钢栏杆10m2.178548.17

22、1193.9158.14126.63128.75280.42361.28786.871H0176硬木扶手弯头10个r 0.7234.09P 163.86P 136.62P 95.630097.4768.231H0182凿石明沟松次坚石净空300 X30010m7.416124.2921.07124.2921.0700001H0189砼排水坡厚 60mmAC15100m20.3551367.15485.34378.54134.3867.4823.96921.133271H0029找平层-在砼或硬基层上（厚度20mm）A水泥砂浆1:2.5100m22.344514.31205.52140.4329

23、.115.0735.32358.83841.11H0028找平层-在砼或硬基层上（厚度20mm）A水泥砂浆1:2100m27.764544.484227.34140.41090.0715.07117389.013020.271H0124陶瓷马赛克楼地面a水泥砂浆1:2.5100m22.3442970.536962.92926.822172.4719.0544.652024.664745.8楼地面工程小计元33665.0412422.67966.6820275.68屋面工程1I0019防水柔毡二胶一毡撒白石子100m21.5281974.883017.62103.14157.6001871.74

24、2860.021I0038刚性屋面40mmAC20100m22.3441640.863846.18396.54P 929.4939.8893.481204.442823.211I0081塑料水落管114mm10m2.53211.02533.8817.2843.7200193.74490.16屋面工程小计元7397.681130.8193.486173.39耐酸、保温、隔热分部1J0131屋面保温干铺珍珠岩10m30.938813.96763.4965.1661.1200748.8702.37耐酸、保温、隔热分部小 计元763.4961.120702.37装饰工程1K0049墙面水泥砂浆粘贴A装

25、饰石材100m20.41412541.775192.291125.18465.8221.278.8111395.324717.661K0071墙面.墙裙（砂浆）密缝A面砖100m27.8144606.235992.851043.468153.618.17141.983544.5727697.271K0013墙面、墙裙水泥砂浆砖墙100m26.754599.964052.13247.14P 1669.1815.51104.75337.312278.191K0024墙面、墙裙混合砂浆砖墙100m223.43599.1814038.79247.145790.4917.28404.87334.7678

26、43.431K0158砼面天棚混合砂浆纸筋灰面100m29.363544.015093.57252.54:2364.5313.29124.43278.182604.61K0208单层木门底油一遍、刮腻子、 调合漆二遍100m21.6421120.991840.67318.42522.8500802.571317.821K0210木扶手不带托板底油一遍、刮 腻子、调合漆二遍100m0.218155.5233.978.317.070077.2216.83装饰工程小计元66244.218983.54784.8446475.8小计元其它工程1L0005垂直运输一般建筑塔式起重机檐高20m内100m21

27、0.1311178.0711935.03001178.0711935.0300其它工程小计元P 11935.03011935.030建筑工程总计元317541.3579210.1123417.07214914.13编制人:审核人:价格调整表工程名称：华海新天地21号片区A1-1地块【建筑工程】共1页序 号材料名称单 位数量单 价调整 价单价 差价差合 计备 注1临时设施摊销标准砖千匹10.29716020040411.882临时设施摊销钢材kg561.7482.44.321.921078.563临时设施摊销水泥kg2006.2450.230.290.06120.384扁钢kg104.1082.

28、44.321.92199.895标准砖 240X 115 X 53千块247.436160200409897.446玻璃m2170.92020007钢筋t14.18324004320192027231.368钢筋10以内kg39.752.44.321.9276.329冷拔低碳钢丝5以 下t1.1642400423018302130.1210水泥32.5级kg35050.8250.230.290.062103.0511水泥425#kg153679.7710.230.320.0913831.1812特细砂t438.07122452310075.6313特细砂t3.7264545167.6714综合

29、工日工日255.7322.08285.921513.92总计68837.4编制人:审核人:工程量计算书基数计算表序 号基数名称单 位数量计算公式备注-一一外墙中心线l中m68(23.3+10.7)*21L中im46.623.3*2基础12L 中3、 L中 4m21.410.7*2-1=20.4基础3、4-二-外墙中心线l外m68.9668+0.24*4三内墙净长线l内m98.4223.06+19.76+29.18+26.421L内im23.0623.3-2*0.24/2基础12L内 21m99.7623.3-3.3-2*0.24/2基础23L内 4m29.18(10.7*3-1-16*0.24

30、/2)基础44L内 5m26.4210.7*2+3.6+3.1+0.12-15*0.24/2基础5四建筑面积2 m1013.06250.73*4+10.142 m(23.3+0.24 )*( 10.7+0.24 )-1*6.81建筑基底面积250.732楼梯间面积2 m10.14(3.6+0.24)*( 2.4+0.24)基本工程量计算表序 号分项工程名称单 位数量计算 公式备注-一一土石方工程1场地平整m2404.65250.73+68.96*2+162人工挖地槽土方3 m441.49(1) + (2) + (3) + (4) + (5)加宽工作面30cm , 支挡土板(1)基础13 m17

31、1.101.56* (46.6+23.6-1.15-0.2+0.24) *1.6垫层宽960mm(2)基础213 m50.081.69* (19.76-1.28-0.2+0.24) *1.6垫层宽1090mm(3)基础313 m63.651.95*1.6*20.4垫层宽1350mm(4)基础43 m81.272.08*29.18+1-(0.96-0.24) /2*16*1.6垫层宽1480mm(5)基础53 m75.392.21*26.42+0.3-( 0.96-0.24 ) /2*15*1.6垫层宽1610mm挖地槽土方量-垫层体积-砖基础及地圈梁体3回填土3 m279.88积=404.65

32、-96.85-9.59-18.334余土外运3 m124.77404.65-279.88-二二脚手架工程2 m1013.06综合脚手架三砌筑工程1砖基础3 m96.85(1) + (2/ + ( 3) + (4) + ( 5)M10水泥沙浆(1)基础113 m29.840.24* (1.6-0.24-0.1+0.525/ *(46.6+23.06 /折算高度0.525(2)基础23 m50.080.24* (1.26+0.788 / *19.76折算高度0.788(3)基础33 m63.650.24* (1.26+1.444 /折算高度1.444(4)基础413 m81.270.24* (1.

33、26+2.297 / * (29.18+1 /折算高度2.297(5)基础53 m75.390.24* (1.26+1.838 / *26.42折算高度1.8382砖墙M10混合沙浆序 号分项工程名称单位数量计算 公式备注=（墙长*墙高-孔洞面积）-圈梁、过梁、挑梁体积=(68-6.78 ) *12.64+(98.42-1.26*5-2.16-3.87) *11.5+ ( 3.2-0.24)(1)240墙3 m335.9*( 3+2.8*3-0.3*3) + (3.3-0.24 )*( 2.8*3-0.3*3+ (3.6*2+2.4*2 ) *2.5-(2.4-0.24 ) *0.3-(1.1

34、6*0.08+0.24*0.3*2)*4-273.3 ) *0.24-39.19-2.17)(2)120墙3 m34.99(2.1 + 1.5*3-0.24*3) *10.5+ ( 2.1+1.5-0.24* (11.4-3-2.8-0.3*2) -61.74*0.12-0.89)四混凝土及钢筋工程(一)混凝土工程构造柱形式：外墙上柱截面长度：外墙长=（0.072*5+16*0.0792)L形5个、T形16个；|/0.24=6.78；内墙柱长=(0.072*3+0.0792*9)内墙上L形3个、T现浇C20构造柱/0.24=3.87型3个：女儿墙一字13m33.1体积形36个；拄截面Lv=1.

35、65*0.24*11.5+0.072*2.5*2+0.0792*2.5*2形 0.072，T 形+0.072*36*1.140.0792，一字形0.072(3.2-0.24 ) *0.24*0.3+(1.5-0.18 ) *10+2现浇C25基础梁3 m1.77(1.5-0.24*2) *0.12*0.3+(3.3-0.24 )*9*0.12*0.33现浇C25地圈梁3 m9.590.24*0.24*(68+98.42 )4现浇C20圈梁3 m39.19(1) + ( 2) + ( 3) + ( 4)QL净长度：147.31mQL兼过梁(1)2.98m层圈梁3 m11.3542.5*0.24*

36、0.48+3.2*0.24*0.78+(147.31-42.5-3.2) *0.24*0.24(240*480 ):42.5m,QL兼雨逢梁、过梁(240*480 )3.2m(2)5.78m、8.58m 层圈317.8546.2*0.24*0.28+( 147.31-46.2)QL兼过梁梁m*0.24*0.24*2(240*280 ):46.2mA 轴线：0.24*0.24*14+0.24*0.3*(22.75-14QL净长度：22.75m)QL兼过梁=1.97(240*400 ):14m(3)11.38m层圈梁3 m9.45A 轴线之外：0.24*0.28*32.2+0.24*0.24*(1

37、24.96-32.2 ) =7.48QL净长度：QL兼过梁124.56m1(240*280 ):32.2m(4)13.88m层圈梁3 m0.536楼梯顶序 号分项工程名称单 位数量计算 公式备注5现浇C20过梁3 m3.220.24*0.12*75.4+0.24*0.2*6.8+0.12*0.12*50.4GL (240*120):75.4mG( 240*200 ) : 6.8mGL (120*120):50.4m6现浇C20矩形梁3 m2.70(3.3-0.24 )*4+( 1.5-0.24 )*20*0.24*0.37现浇C20有梁板3 m19.93(3.3*9+3.2 ) *1.5*3+

38、2.1*(1.5-0.24 )*4+2.26*3.6+(2.4+2.3 )*1.26*4*0.08+(3.3*9+2.76 )*3+1.26*28*0.12*0.22+(1.26*7*4+3.2*3)*0.24*0.22梁的体积和板的体 积合并计算8现浇C20平板3 m5.54(4.4-0.24 ) * (3.6-0.24 ) *4*0.19现浇C20楼梯2 m29.03(3.6-0.24 ) * (2.4-0.24 ) *4分层投影面积之和10现浇C20雨蓬2 m3.2610现浇C20雨蓬2 m3.26(0.9+0.12 ) * (2.7+0.5 )11现浇C20天沟3 m1.93(0.4+

39、1.6-0.2*0.08+0.34*0.1) *(23.3+0.24 )天沟与圈梁整体现 浇12女儿墙压顶3 m1.180.3*0.06*(68-2.4-0.24 )13预应力空心板3 m39.750.119*334共334块预制板(二)钢筋工程量计算1构造柱钢筋计算(1)纵筋014m1890.32理论值：L=1752.32(12.6+0.1+0.24-0.12+40*0.014-0.03*2)*4*19+ (11.38+0.24+40*0.014-0.03*2)*4*10+(13.9+0.1+40*0.014-0.3*2+0.24-0.12)*4*4+ (1.2+40*0.014 ) *17

40、搭接长度：=1752.32/8*45*0.014=138纵筋锚入基础或地圈梁内40d序 号分项工程名称单 位数量计算 公式备注12:3矩形梁钢筋计算m660.7612: 294.18+126.15+127.95+59.52+52.9620: 74.108: 909.868: 367.43+205.50+131.36+66.98+138.54 12: (1.5+0.06+0.12-0.03*2 )*4+5.5*0.012*2*38+(1.5*4+5.5*0.012*2 )*7=294.18(1)L1 (1)梁m12:搭接长度：294.18/8*45*0.012=19.86主筋314.048:箍筋

41、 82008: 367.43(1.5+0.06+0.12-0.03*2/0.2+1*38*(0.12+0.3-0.02*4 )*2+11.87*0.008*0.2+(0.24+0.3-0.02*4 )*2+11.87*0.008*2*(1.5/0.2+1 ) *7m12: 12: (1.5*4+5.5*0.012*2 ) *21 =126.15(2)L2 (1 )梁126.158: (1 + 1.5/0.2 ) *21* ( 0.24+0.3-0.02*4 )箍筋 82008: 205.50*2+11.87*0.008*2=205.50m 12:( 3.3*9+5.5*0.012*2) *4=

42、119.86(3)L3梁(4 )、L5 ( 5)12:127.95搭接长度：119.86/8*45*0.012=8.09箍筋8: 131.368: (3.3*5/0.2+1+3.3*4/0.2+1 )* (0.12+0.3-0.02*4 ) +11.87*0.008*2=131.36 8200L2(2 )、L4 (2 )、m12: 59.5212: (3+0.24-0.03*2 ) +5.5*0.012*2*4*4+(1.5+5.5*0.012*2 ) *4=59.52(4)L3 (1)8: 66.988: (3.24/0.2+1 ) *4+(1.5/0.2+1 ) * (0.12+0.3-0.02*4 )箍筋 8200(5)L6(1 )、L7 (1 )、12: 52.96*2+11.87*0.008*2=66.9812: ( 3.3+5.5*0.012*2 ) *2*4+ (3.2+5.5*0.012*2 ) *2*4=52.9620: ( 3.3+5.5*0.012*2 ) *2*4+L4 (1)m20: 74.10箍筋8200(3.2+5.5*0.012*2 ) * (3*4+2 ) =74.108: (3.3/0.2+1 ) + (3.2/0.2+1 )*4*(0.