施工图预算实例

1、某办公楼工程地点：单位面积造价：789.44元/平方米总造价：337879.40元大写总造价：叁拾叁万柒仟捌佰柒拾玖元肆角建设单位：编制单位：编制人：高宇阳编制人证号：审核人：审核人证号：目录一、编制说明1二、取费表2三、直接费计算表3四、人工费计算表8五、材料费计算表9六、机械费计算表14七、工料机汇总表15八、经济指标表22九、工程量计算表27十、钢筋分部汇总33十一、最后钢筋汇总35编制说明工程名称：某办公楼1 .本工程建筑结构类型：三层框架。2 .本套图纸的设计依据甲方审定的住宅平面方案及设总费用总工程量总工程量单位428.00平方米计委托书中装修说明进行施工图设计。图纸设计依据国家及

2、有关部门颁布的现行设计规范规程、标准及有关规定义件。3 .施工方法：土石方工程中采取人工挖掘，运距为100M。4 .本设般考虑构件的运输及安装。在实际施工过程中，这F分工程费用应该加入。在混凝土的换算中，所有的塌落度都选择的3050。在套水泥炉渣找坡中，因未找到相应的定额，顾套用相似定额8-167。雨蓬因后了反沿，取了系数1.2,并入相应大棚抹灰工程。5 .本工程预算以2000全国一建筑工程基础定额6 .所有的门窗尺寸都按照“门窗详图”的尺寸计算。由甲方提供的M2、M5。在直接费中未考虑进来。7 .取费标准依据工程类别按民建四类、国营二级施工单位标准取费。8.本预算没有考虑设计修改问题，如实际

3、施工中发生，甲乙双方应协商调整。总造价337879.40其中直接费（元）286524.91人工费（元）65336.73材料费（元）188823.99机械费（元）16218.50综合费（元）16218.50各项指标单位造价（元）789.44钢材（吨）2300.00水泥（千克）0.29中粗砂（立方米）46.00石子（立方米）49.00人工（元/工日）27.96序号名称计算基础造价（元）1定额直接费286524.912其中：人工费65336.733材料费188823.994机械费16145.725综合费16218.56人工工日2355.67直接费286524.918企业管理费、财务费用、其他费用(7

4、)X3.56%10200.299劳动保险费(7)X3.3%9455.3210间接费(8)+(9)19655.6111工料机价差14258.2812价差14258.2813水泥及半成品基价价差1614.7514直接费间接费之和(7)+(10)+(12)-(13).318824.0515计划利润(14)X2%6376.48116建设施工安全技术服务费(14)+(15)X0.15%487.817意外伤害保险费(14)+(15)X0.05%162.618税金(14)+(15)+(16)+(17)X3.6914%12028.4619工程造价合计(14)+(15)+(16)+(17)+(18)337879

5、.39直接费计算表字号范额代码名称单位定额基价数量直接费合计其中人工费材料费机械费综合费单价价差1一、土石方-L程21-26.人工挖基坑三类土深度2米以内100m31676.413.325565.685210.21040.44315.03031-39.回填土夯填100m3970.9732912.912187.360560.67164.88041-41.平整场地100m282.813.48288.18271.860016.32051-44换人工运土方运距100米以内100m31015.770.33335.2316.230018.9806小计9101.977985.660601.11515.217

6、三、脚手架工程83-3.外脚手架钢管单排9米以内100m2299.4219.7485912.952801.452341.92434.85334.73093-8.满堂脚手架基本层3.6米高100m2413.973.9751645.53857.65441.94252.8193.130103-30.20米（6层）以内垂直运输塔吊施工100m21504.434.096153.12005804.81348.3-10.88.11小计13711.63659.12783.866492.47776.1612四、砌筑工程134-2H.水泥砂浆砖基础M1010m31710.60.7321252.16221.1194

7、9.2610.9170.8882.37148144-10.单面清水砖墙1砖混合砂浆M510m31829.684.8188815.42254.735970.6691.0149974.682154-25.混水砖墙1砖混合砂浆M510m31756.323.5596250.741419.264410.4667.23353.874.68216小计16318.33895.111330.38169.15923.6817五、模板工程185-4.现浇混凝土模板独立基础毛石硅10m3472.874.6022176.15768.071006.37278.51123.20195-12.现浇混凝土模板混凝土基础垫层10

8、m3354.961.308464.2957.74372.417.8626.280.06924205-26.现浇混凝土模板矩形柱周长1.8米以内10m32637.821.9215067.252219.12063.92497.4286.820215-31.现浇混凝土模板构造柱10m32236.120.26581.39175.06359.7813.6432.910直接费计算表9号定额代码名称单位定额基价数量直接费合计其中人工费材料费机械费综合费单价价差225-32.现浇混凝土模板基础梁10m32040.430.8481730.28508.94791.88331.5397.940235-33.现浇混凝

9、土模板单梁连续梁悬臂梁10m32656.675.54714736.556151.966352.041398.4834.160245-35.现浇混凝土模板圈梁10m31749.170.127222.14123.6962.6423.2412.570255-36.现浇混凝土模板过梁10m35046.170.0558281.58104.33144.9816.3315.940265-45.现浇混凝土模板有梁板10厘米厚以内10m32724.192.6657259.973042.873036.34769.81410.940275-46.现浇混凝土模板有梁板10厘米厚以外10m32281.411.03323

10、56.71030.38946.63246.29133.40295-50.现浇混凝土模板整体楼梯10m2888.771.052934.99355.86485.440.852.930305-51.现浇混凝土模板雨蓬10m2609.220.34207.1379.18105.9810.2511.720315-54.现浇混凝土模板台阶10m2163.432.493407.43128.59234.4921.2923.060325-55.现浇混凝土模板栏板10m527.370.621327.558.37236.7913.818.540335-60.现浇混凝土模板挑檐天沟10m39504.980.312946

11、.54897.651739.55142.55166.79034小计39699.8915701.7917939.23811.72247.235六、混凝土及钢筋混凝土工程365-221.现浇构件圆钢筋6.5毫米以内t3287.140.511676.44325.811236.6619.0894.89324.4722375-222.现浇构件圆钢筋8毫米以内t3028.444.07612343.921689.149742.7213.38698.71324.4722385-223.现浇构件圆钢筋10毫米以内t2880.73.0238708.36906.397177.72131.32492.93324.47

12、22395-224.现浇构件圆钢筋12毫米以内t2969.221.9075662.3468.214696.86176.72320.51257.81195405-225.现浇构件圆钢筋14毫米以内t2911.130.269783.0955.04660.8722.8644.33257.81195415-226.现浇构件圆钢筋16毫米以内t2880.730.084241.9815.25206.04713.7247.15295425-227.现浇构件圆钢筋18毫米以内t2859.490.5111461.281.741258.138.6582.71247.15295435-228.现浇构件圆钢筋20毫米

13、以内t2838.040.9912812.5142.32437.9873.03159.19247.15295445-235.现浇构件螺纹钢筋中12毫米以内t3095.80.5751780.09153.581464.2761.47100.76323.43795455-236.现浇构件螺纹钢筋中14毫米以内t3034.210.035106.27.8488.913.446.01323.43795465-237.现浇构件螺纹钢筋中16毫米以内t3005.391.3664105.36276.443464.72131.82232.38270.14295直接费计算表卜号定额代码名称单位定额基价数量直接费合计人

14、工费材料费良中机械费综合费单价价差475-238.现浇构件螺纹钢筋中18毫米以内t2982.381.7135108.82299.934369.02150.69289.17270.14295485-239.现浇构件螺纹钢筋中20毫米以内t2961.493.40410080.91547.878665.32297.1570.61270.14295495-240.现浇构件螺纹钢筋中22毫米以内t2930.392.7187964.8390.966913.72209.29450.83270.14295505-241.现浇构件螺纹钢筋中25毫米以内t2910.912.9798671.6383.437604.

15、43192.89490.85270.14295515-299.铁件及电渣压力焊接电渣压力焊接接头10个80.5710.2821.81303.55319.06152.6946.510525-302.锥螺纹钢筋接头普通型中20毫米以内10个217.640.243.534.7633.892.422.460535-306.锥螺纹钢筋接头普通型中32毫米以内10个324.786.62143.55248.821651.52121.9121.310545-319.现浇混凝土独立基础C20碎石硅10m32220.584.60210219.111487.097916.27237.33578.43263.9101

16、5555-337H.现浇混凝土矩形柱C2510m32793.911.9215367.11156.253746.87160.17303.81293.415185565-342.现浇混凝土构造柱C2010m32751.950.26715.51178.09475.2321.6840.5263.91015575-343.现浇混凝土基础梁C2010m32305.630.8481955.17308.311465.4970.71110.67263.91015585-344.现浇混凝土单梁连续梁悬臂梁C2010m32495.160.028571.1112.452.312.384.03263.91015595-

17、344H.现浇混凝土单梁连续梁悬臂梁C2510m32622.325.51814469.962400.2710790.56460.09819.04293.415185605-346.现浇混凝土圈梁C2010m32629.280.127333.9282.77221.6610.5918.9263.91015615-346H.现浇混凝土圈梁C25.10m32756.450.18496.16117.31335.7515.0128.09293.415185625-347.现浇混凝土过梁C2010m32692.970.056150.8139.398.34.678.54263.91015635-356H.现浇

18、混凝土有梁板10厘米以内C2510m32561.081.1232876.09423.052196.6193.64162.8310.891455645-357H.现浇混凝土有梁板C25厚10厘米以外10m32562.950.7381891.46270.331452.5361.53107.06310.891455655-359.现浇混凝土平板C20厚10厘米以内10m32531.830.079200.0135.78146.336.5911.32279.223455665-361.现浇混凝土整体楼梯C2010m2629.761.052662.51156.01435.433.5937.563.1824

19、3675-362.现浇混凝土雨蓬C2010m2207.30.3470.4816.2746.653.573.9920.632275直接费计算表定额代码名称单位定额基价数量直接费合计其中1手勺人工费材料费机械费综合费单价价差685-365.现浇混凝土台阶C2010m2411.792.4931026.59199.09713.5255.8758.1143.42167695-366.现浇混凝土栏板C2010m134.570.62183.5720.1854.544.124.7313.479753705-371.现浇混凝土挑檐天沟C2010m32826.850.31876.32211.04574.641.0

20、949.6279.223455715-372H.现浇混凝土压顶C1510m32713.960.356966.17257.62606.6747.1854.69245.36711572小计116948.5113672.2293321.083335.566619.6773八、屋面及防水工程748-64.铸铁落水管100mm100m494.820.844417.6359.03334.96023.640.6978758-68.铸铁水斗（接水口）100mm10个372.780.4149.1126.58114.0908.440768-78.玻璃钢排水排水短管50mm10个76.70.430.681315.9

21、501.740778-87.玛蹄脂油毡卷材防水二毡三油100m22017.32.4614964.58540.764142.80281.020788-118.刷冷底子油防水第一遍100m2186.952.412450.9293.92331.48025.520798-121.塑料油膏二遍防水100m2916.912.4122211.59126.821959.580125.180808-165.屋面保温现浇水泥珍珠岩10m31681.472.4124055.71430.083396.050229.5778818-167.屋面保温干铺珍珠岩10m31118.423.1353506.25281.4630

22、26.310198.480828-171.架空隔热层混凝土板面100m22788.762.4126726.491809.484340.9195.37380.7399.45246968312-20-(12-21)*-1.水泥砂浆找平层厚度15mm100m2541.652.4121306.46394.19798.7339.5873.9548.964884小计23819.423775.3218460.85234.951348.2785十-、门窗工程8611-287.铝合金双扇地弹门带上亮100m225822.940.3519063.851523.66816.04211.16513.051009.22

23、888711-297.铝合金双扇平开窗带上亮制安100m221356.911.45931159.735393.8423161841.141763.76903.293179688小计40223.586917.4429977.041052.32276.81直接费计算表卜号定额代码名称单位定额基价数量直接费合计人工费材料费其中机械费综合费单价价差89十二、楼地囿工程9012-15.炉渣水泥石灰拌合垫层10m31450.910.059586.3319.5261.9204.89107.2629112-17.混凝土垫层10m32023.61.272569.97385.831885.38153.3145.4

24、7230.889039212-19换水泥砂浆找平层混凝土或硬基层上厚度15mm100m2486.760.09948.1915.6928.541.232.7345.61449312-27.水泥砂浆楼地面厚20mm100m2807.823.9753211.081012.431949.767.18181.7878.94449412-28.水泥砂浆楼梯面厚20mm100m21771.850.105186.04103.269.972.3510.53107.26689512-29.水泥砂浆台阶面厚20mm100m21535.210.249382.27173.46180.986.1921.64117.031

25、89612-48.混凝土散水白层次抹光60mm100m21949.160.281547.71114.64379.0922.9831195.8070519712-51.水磨心嵌金属条100m446.534.0741819.1673.741642.430102.990人工费表材料代码名称单位预算价数量市场价单价价差价差合计合计综合人工工日24.82634.540624.80065336.61机械人工工日25.820.712825.800534.39-金额合计-.065871材料表序号材料代码名称单位预算价数量市场价单价价差价差合计合计1白水泥千克0.632.1590.60019.32水泥32.5千

26、克0.2991235.09950.350.065474.1131932.283混凝土地模立方米173.253.0874173.2500534.894标准砖240X115X53mm千块18052.2838188.438.43440.759851.845中（粗）砂立方米46167.674246007713.016砂粒立方米460.019746000.917炉渣立方米36.990.709136.990026.238碎石15mm立方米516.893955.564.5631.44383.039碎石20mm立方米5020.355258.318.31169.151186.9110碎石40mm立方米49146

27、.667157.698.691274.548461.2211生石灰千克0.1544.47030.15006.6712石灰膏立方米684.34986800295.7913滑石粉千克0.46138.84440.460063.8714玻璃钢短管50mm个3.894.043.890015.7215大理石板平方米1039.305510300958.4716金属条米3.8431.8443.8001641.0117压顶瓷片千块103.20.9311103.20096.0918阴阳角瓷片千块103.20.7528103.20077.6919瓷板152X152mm千块262.238.8749262.230023

28、27.2720玻璃S=4mm平方米16.5145.918.071.57229.062636.4121玻璃S=6mm平方米31.8435.131.84001117.5822106涂料千克1.23133.43931.2300164.1323107胶千克2.5619.73352.560050.5224镀锌铁丝8#千克3.838.59273.800146.6525镀锌铁丝12#千克472.6545400290.6226镀锌铁丝22#千克5.03105.52075.0300530.7727镀锌铁丝千克4.210.69214.21002.91第10页共35页28铁钉千克4.61116.81184.6100

29、538.529螺钉百个4.6140.13744.6100185.0330地脚个1.31052.5421.3001368.331膨胀螺栓M6X22mm套0.318.8620.31002.7532膨胀螺栓套0.822105.0840.82001726.1733密封毛条米1.53946.26451.53001447.7834尼龙帽个0.661360.660089.7635塑料油膏千克1.321411.30941.32001862.9336软填料千克8.0842.37268.0800342.3737棉纱头千克4.842.07274.840010.0338白布0.9m平方米10.240.157610.2

30、4001.6139麻丝千克2.880.15192.88000.4440安全网千克17.824.092617.800428.8541草板纸80#张0.91212.00510.9100192.9242胶纸平方米4.72204.4544.7200965.0243草袋平方米1.21256.65011.2100310.5544电焊条千克5.01157.00445.0100786.5945组合钢模板千克3.18922.40173.18002933.2446钢管脚手架平方米0.851004.5750.8500853.8947钢支撑千克3.59595.70613.59002138.5848梁卡具千克485.3

31、344400341.3449零星卡具千克4466.79584001867.1850支撑钢管及扣件千克3.5945.15073.5900162.0951钢管底座个15.982.613315.980041.7652扣件螺栓个0.33429.45820.3300141.7253铁件千克3.596.22743.590022.3654水立方米1385.7493100385.7555电度0.55458.12490.45-0.1.-45.81.206.1656575859606162636465666768697071727374757677787980818283第11页共35页焊剂千克544.37500

32、221.85砂纸张0.2218.0080.22003.96木柴千克0.221039.650.2200228.72铸铁排水管100X1500mm米28.518.836728.5100251.93锯木屑立方米3.930.22363.93000.88铸铁三通100X50mm个20.543.046820.540062.58（接水口）100mm个24.394.0424.390098.54二等板材材55-100cm2.立方米13500.07481420.4970.495.27106.25模板板杨材立方米13506.89761350009311.7636-65mm.立方米13500.108813500014

33、6.88竹脚手板M215.1667.95915.16001030.26圆钢（综合）千克2.312.6482.30029.09圆钢10mm吨23003.08352618.11318.11980.898072.94圆钢12mm吨23001.99282546.71246.71491.645075.08圆钢14mm吨23000.28112546.71246.7169.35715.88圆钢16mm吨23000.08782536.51236.5120.77222.71圆钢18mm吨23000.5342536.51236.51126.31354.5圆钢20mm吨23001.03562536.51236.51

34、244.932626.81圆钢6.5mm吨23000.52022618.11318.11165.481361.94圆钢8mm吨23004.15752618.11318.111322.5410884.79冷轧带肋钢筋4mm吨28000.3401280000952.28螺纹钢筋12mm吨23800.60092689.51309.51185.981616.13螺纹钢筋14mm吨23800.03662689.51309.5111.3398.44螺纹钢筋16mm吨23801.42752638.51258.51369.023766.47螺纹钢筋18mm吨23801.79012638.51258.51462

35、.764723.2螺纹钢筋20mm吨23803.55722638.51258.51919.579385.71螺纹钢筋22mm吨23802.84032638.51258.51734.257494.16螺纹钢筋25mm吨23803.11312638.51258.51804.778213.95第12页共35页84铝合金型材（综合）千克19.4707.392721.442.041443.0815166.585钢管48X3.5mm千克2.45332.59342.4500814.8586锥螺纹及连接套20mm个15.32.0215.30030.9187锥螺纹及连接套32mm个23.366.6623.300

36、1553.1888螺栓M3X20MM套0.0717.7240.07001.2489拉杆螺栓千克7.374.74557.370034.9790熟桐油千克12.791.418112.790018.1491防锈漆千克9.7314.82379.7300144.2392调合漆千克8.720.688.72005.9393大白粉千克0.53.3990.5001.794石膏粉千克0.494.61460.49002.2695血料千克1.027.42831.02007.5896石棉垫千克2.583.6722.58009.4797石棉绒千克2.271.46862.27003.3398珍珠岩立方米77.3571.73

37、577.35005548.799石油沥青30#千克1.860.90271.86001.68100石油沥青10#千克1.6569.42221.64-0.01.-0.69.113.85101石油沥青油毡350#平方米2.42590.04942.42001427.92102嵌缝料千克1.7913.36271.790023.92103密封油膏千克1.9578.8021.9500153.66104石油沥青玛帝脂立方米1802.471.25511802.47002262.28105沥青冷底子油30:70千克2.76236.2432.7600652.03106隔离剂千克1.17100.8911.170011

38、8.04107油漆溶剂油千克2.541.62092.54004.12108润滑油千克4.660.684.66003.17109干粉型粘结剂千克4.4964.1554.4900288.06110密封胶千克5.790.045.79000.23111玻璃胶支13.9113.092613.9001571.99112113114115116117118119120121122水泥及半成品基价价差小五金费安拆费及场外运费养路费经常修理费大修理费折旧费其它材料费回库维修费柴油金额合计第13页共35页元11672.01741001672.02元14879.42691004879.43元1331.3616100

39、331.36元10.49441000.49元1773.5444100773.54元1196.556100196.56元12038.91811002038.92元1122.9941100122.99元1425.6427100425.64公斤2.750.23292.75000.6415930.48208348.68机械表材料代码名称1龙门式起重机10t2塔式起重机6t3载重汽车6t4电动卷扬机单筒慢速5吨5电动卷扬机单筒快速2吨（带塔）6电渣压力焊机7夯实机（电动）20-60kg.m.8汽车式起重机5t9载重汽车4t10机动翻斗车1t11皮带运输机15m12滚筒式砼搅拌机（电动）500L13灰浆搅拌机200L14砼振捣器平板式15砼振捣器插入式16钢筋调直机14mm17钢筋切断机40mm18钢筋弯曲机40mm19木工圆锯机50020木工圆锯机100021木工压刨床单面