工程造价课程设计

工程造价课程设计一、工程概况本工程属于三类工程三、编制依据1、本次预算依据某住宅楼一层平面图，二层平面图，南立面图、北立面图、屋顶平面图、东立面图、基础平面图、及各部位详图编制。2、本工程执行《全国统一建筑工程基础定额河北省消耗量定额工程量计算准则（HEBGZ-A-2008）》、《全国统一建筑装饰装修工程消耗量定额河北省消耗量定额工程量计算准则（HEBGZ-B-2008）》。四、有关计算说明1、基础：垫层采用三七灰土，砖基础及室内地坪以下墙体采用mu红基砖，m5水泥砂浆。2．、室内地坪以上采用mu红基砖，m5混合砂浆。3、所有钢筋砼构件均采用c20混凝土。4、YKB均为成品安装，上人孔是预制。5、本预算中量小价低的工程与定额相差不予调整五，工程造价总价：321632.2单价：874.95预（捣）制砼构件统计计算表项目强度等级构件数量分层计算（根、块）构件单位体积（m3）构件合计体积（m3）钢筋预算用量（kg）板头（m3）一二三四合计φ10内φ20内φ20外370240120YKB275166120.0981.17635.18YKB276188160.1171.87260.32YKB3051660.1090.65419.54YKB305214140.1091.52645.58YKB3061881.1309.0433.34YKB306212121.13013.5650.02YKB3361880.1431.14440.90YKB3362812200.1432.86102.26YKB335266120.1201.4449.08YKB2662990.1171.05333.93YKB3961880.1691.35264.75YKB395110100.1421.4267.87YKB3962880.1691.35279.24YKB395210100.1421.4285.98PB2152880.0800.6441.81PB1552148220.0430.94682.30PB1562660.0520.31223.38门窗（洞口）工程量统计计算表名称门窗编号洞口尺寸框外围断面玻璃樘数洞口面积（m2）框外围（宽×高）尺寸框/扇（mm）面积（宽×高）(cm2）370240120370240120（m2）无亮夹板木门M-1900*2100880*209041.891.84无亮夹板木门M-2900*2100880*2090121.891.84无亮夹板木门M-3700*2100680*209041.471.42无亮夹板木门M-4800*2100780*209041.681.63有亮铝合金平开门M-5900*2600880*259082.342.28无亮双扇推拉窗C-11500*15001480*1490512.252.19有亮双扇推拉窗C-21800*17001780*16905123.062.99有亮双扇推拉窗C-31500*17001480*1690542.252.48有亮双扇推拉窗C-4900*1700880*1690581.531.48有亮双扇推拉窗C-2A1200*17001180*1690542.041.82建筑工程预算表图号分部分项工程名称单位数量计算公式及说明人工场地平整㎡193.200（20.60.24）*（8.10.24）（1.62-0.12）*（3.30.12）*26.12*1.5=193.2机械挖土方m³262.983(8.11.4)*(20.61.2)*1.0545.528=262.9833:7灰土垫层m³45.52842.8*0.4869.4*0.36=45.528砖基础（m5.0水泥砂浆砌筑）m³65.8600.11271*23.10.5265*（54.7665.4)=65.86人工挖沟槽m³4.16718.94*(0.480.4)*0.25=4.167基础回填土m³176.942217.4554.167-42.95-2.135=196.942房心填土m³102.30075.604513.272.11.7941.717=102.3挖掘机挖土自卸汽车运土m³12.095102.3176.942-262.98-4.167=12.0951：2.5水泥砂浆散水抹灰㎡46.440(20.68.10.48)*20.5*8-(3.30.24)*2-6.24-2.6=46.44地圈梁 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㎡58.2530.24*2*（54.7665.40.6*2）=58.2528地圈梁c20混凝土m³6.9900.24*0.24*(54.7665.40.6*2）=6.99防滑坡道c15混凝土m³0.0202.05*0.01=0.02300厚3:7灰土垫层m³0.0602.05*0.03=0.0620厚1:2坡道抹灰㎡2.050（2.6-1.12.6)*1*0.5=2.05台阶混凝土（模板）㎡1.512(1.2-0.12)*0.3*40.2*1.08=1.512厨卫地面抹灰㎡40.00019.9584*2=40一般房间地面c10混凝土垫层m³8.6670.06*(164.4066-19.9584)=8.667厨卫c10混凝土垫层m³1.20020*0.06=1.2建筑工程预算表图号分部分项工程名称单位数量计算公式及说明厨卫c20混凝土找坡层m³1.6002*13.272*0.06=1.660厚c15散水垫层m³2.78646.44*0.06=2.78660厚中砂垫层m³2.75646.44*0.06=2.786零星砌体m³63.9703.880.14459.5980.1728*2=63.9720厚1:2楼地面抹灰㎡367.220164.4518.7212.89-1.296159.1813.272=367.2260厚c10楼面混凝土垫层m³8.6670.06*(164.4066-19.9584)=8.667厨卫60厚c10砼垫层m³1.20020*0.06=1.2构造柱模板㎡55.0622.93*92.61*25.868*4=55.062构造柱c20砼体积m³9.3009*0.6452*0.5744*0.587=9.3c20圈梁砼体积m³10.0400.24*0.24*(120.16-34.42.10.42)(120.16-34.4）*0.24*0.24=10.04圈梁模板㎡84.2504*0.24*87.76=84.25过梁砼体积m³1.9800.24*0.24*（18.216.2）=1.98过梁模板㎡10.740（18.216.2）*0.24*0.24*3-0.5*0.24*3*2=10.74楼梯模板㎡11.210（5.7-1.15）*（2.6-0.24）0.2*（2.160.2）=11.21楼梯c20混凝土体积m³11.210（5.7-1.15）*（2.6-0.24）0.2*（2.160.2）=11.21预制板砼体积m³21.06521.065预制板钢筋用量㎏893.226893.226c20细石混凝土勾缝体积m³6.2502.73.55=6.25建筑工程预算表图号分部分项工程名称单位数量计算公式及说明c20现浇混凝土板m³2.7260.3262.4=2.726现浇板模板㎡27.7142.71420=27.714c20挑梁与边梁砼m³4.2800.263*70.234*70.799=4.280挑梁与边梁模板㎡48.4562.46*72.94*710.656=48.456钢筋10以内t1.309详细计算过程见计算草稿钢筋20以内t3.378详细计算过程见草稿木窗框制作m134.4005.6*（41244）=143.4门扇制作㎡37.6801.57*（4128）=37.68小五金个合页48个，插销24个，拉手24个，锁24个，螺丝n个门窗刷漆㎡75.36037.68*2=75.35690系列铝合金门窗（有亮）㎡65.60012*（1.8-0.02）*（1.7-0.02)4*（1.5-0.02）*（1.7-0.02）8*（0.9-0.02）*（1.7-0.02）4*（1.2-0.02）*（1.7-0.02）=65.690系列铝合金门窗（无亮）㎡2.190（1.5-0.02）*（1.5-0.02）=2.190m5混合砂浆砌砖墙m³132.990184.86-31.47-1.98-10.04-4.1-4.28=132.99φ6拉结筋m1203.20080*2.48314*3.2=1203.2外墙抹灰㎡356.680450.126-（131.13-37.68)=356.685厚1:0.5:3石灰砂浆内墙面抹灰㎡996.0501057.6-61.64=996.05015厚1：1:6水泥石灰砂浆内墙面抹灰㎡996.0501057.6-61.64=996.0505厚1:2水泥砂浆厨卫抹灰㎡61.64019.9584*(6-0.24)-0.7*2.1*2-0.9*2.6*2-0.9*1.7*4(0.7*20.8*20.9*20.9*4）*0.24=61.6415厚1：3水泥砂浆厨卫抹灰㎡61.64019.9584*(6-0.24)-0.7*2.1*2-0.9*2.6*2-0.9*1.7*4(0.7*20.8*20.9*20.9*4）*0.24=61.645厚1:2水泥砂浆顶棚抹灰㎡355.490172.39183.1=355.49建筑工程预算表图号分部分项工程名称单位数量计算公式及说明7厚1:3水泥砂浆顶棚抹灰㎡355.490172.39183.1=355.49防磁涂料㎡355.490172.39183.1=355.49踢脚线m347.3602*（54.7665.4*2-24*0.24）-0.9*4-0.9*12-0.7*4-0.8*4-0.9*80.24*2*32=347.36加气混凝土砌块m³24.000（8.1-0.24）*（20.6-0.24）*0.15=24水泥加气混凝土碎渣m³9.770（8.1-0.24）*（20.6-0.24）*0.02=9.771：2水泥砂浆抹灰㎡160.000（8.1-0.24）*（20.6-0.24）=160防水卷材㎡190.960（20.60.42*2）*（8.10.42*2）-0.42*0.42*4=190.96架空隔热层㎡160.000（8.1-0.24）*（20.6-0.24）=160板材砼体积c20m³5.0420.0084*600=5.0421板材模板㎡174.9300.292*600=174.930c20细石混凝土勾缝m³0.55815.94*0.035=0.558楼梯扶手m8.5663*1.180.3（30*0.8）*1.180.80.251.08=8.566栏杆m8.5663*1.180.3（30*0.8）*1.180.80.251.08=8.566弯头个4.000栏杆刷漆t（10m）1.576同栏杆运输量c20砼女儿墙压顶m³1.10257.40.32*（0.050.07）/2=1.102c20砼阳台压顶m³0.55423.1*0.06*（0.24-0.04）*2=0.5544普通腰线抹灰㎡50.5204.3223.1*1.14*2=50.52厨卫装修构件个洗池4个，灶台4个，座便器4个，小便器4个，浴池4个屋面排水系统构件个pvc雨水口4个，pvc雨水斗4个，φ100pvc雨水管4*6，卡子-30*20，12个，镀锌铁皮泛水建筑工程预算表图号分部分项工程名称单位数量计算公式及说明楼梯栏杆型钢-30*4m31.2403*1.15*2*2(184)*(1-0.18-0.15)1.35*2=31.24φ8圆钢m24.000(194)*11=24φ60钢管扶手m8.4000.153*2*1.151.35=8.4外墙白色干粘石装饰㎡368.528(6.90.25)*(57.44*0.24)-88.291.5*0.9*2=368.528内墙脚手架㎡402.68058.35*6.9402.68=402.68外墙脚手架㎡185.04065.52*6=185.04塑料落水斗个4.000塑料落水口个4.000塑料落水管m26.5m4*（6-0.360.75）=26.5阳台upvc50个15.000预制空心板运输安装m³21.360同预制板砼工程量架空隔热板运输m³5.715同隔热板砼工程量门窗运输㎡42.840见门窗统计表金属栏杆运输t15.800铁件运输t0.020同铁件安装工程量预制空心板安装m³21.360见预制构件统计表固定基础及塔吊台1.000垂直运输6.0米㎡367.600s=2*建筑面积费用项目建筑面积367.6工程直接， 措施 《全国民用建筑工程设计技术措施》规划•建筑•景观全国民用建筑工程设计技术措施》规划•建筑•景观软件质量保证措施下载工地伤害及预防措施下载关于贯彻落实的具体措施 性成本：270536计费基数91381.34现场管理费0.087310.51企业管理费0.1110051.95财务费用0.01913.81职工养老失业保险费0.076396.69职工基本医疗保险费0.021827.63利润0.0151370.72合计0.4440207.79规费（18）*0.0022796.22税金（189）*0.032410093.90总造价：18910321632.20单位造价：874.95备注：本工程为三类工程按三类工程取费工程量基础表定额编号分部分项工程名称单位数量基价其中：（元）合价其中：（元）（元）人工费材料费机械费（元）人工费材料费机械费一基础土石方A1-42人工场地平整100㎡1.93291.2091.200.000.00176176.200.000.00A1-115机械挖土方1000m³0.2633410.501552.500.001858.00897408.310.00488.65B1-23:7灰土垫层10m³4.553497.86222*1.2219.0510.34*1.222671212.87997.3359.49A3-1砖基础（m5.0水泥砂浆砌筑）10m³6.5861720.47438.401288.8129.26113312887.308488.10192.71A1-15人工挖沟槽100m³0.0421623.331619.100.004.236867.470.000.18A1-44基础回填土100m³1.7691038.03850.500.00187.5318361504.530.00331.74B1-1房心填土10m³10.230158.33129.006.0623.2716201319.6761.99238.05A1-118挖掘机挖土自卸汽车运土运距10km1000m³0.01211861.041617.3036.3610207.3814219.410.44122.49A4-591：2.5水泥砂浆散水抹灰100㎡0.4644364.922333.601943.3084.0220271083.72902.4739.02A4-216地圈梁c20混凝土10m³0.6992387.65932.801400.4554.401669652.03978.9138.03B1-24防滑坡道c15混凝土10m³0.0021692.84386.401249.5556.9030.772.500.11B1-2300厚3:7灰土垫层10m³0.000497.86266.40219.0512.4100.00二砌筑工程A3-1m5.0水泥砂浆砌砖基础10m³6.5861720.47438.401288.8129.26113312887.308488.10192.71A3-3砖砌内外墙10m³13.2991909.94559.201282.2328.51254007436.8017052.38379.15A3-28零星砌体10m³6.3972163.11828.001308.8526.26138375296.728372.71167.99三现浇混凝土构件A4-16构造柱c2010m³0.9302489.88999.601400.9389.352316929.631302.8683.10A4-21现浇钢筋混凝土圈梁c2010m³1.0042387.65932.801400.4554.402397936.531406.0554.62A4-22现浇钢筋混凝土过梁c2010m³0.1982533.241010.401434.2086.64502200.06283.9717.15A4-33现浇混您土平板c2010m³0.2732079.26532.201466.0390.03567145.08399.6424.54A4-35预制板间补现浇缝c2010m³0.6252410.16610.801439.3090.031506381.75899.5656.27A4-45现浇整体楼梯c2010m³1.121612.69203.60371.9837.11687228.24416.9941.60A4-62现浇台阶c20100㎡0.0155367.952690.802533.08144.078140.6838.302.18A4-65栏板女儿墙压顶10㎡0.1102269.78554.001450.63265.1525061.05159.8629.22定额编号分部分项工程名称单位数量基价其中：（元）合价其中：（元）（元）人工费材料费机械费（元）人工费材料费机械费A4-86预制平板10m³2.1072495.32595.601645.08254.6452561254.633465.36536.40四钢筋工程A4-329现浇φ10以内t1.3095637.56522.805074.0440.727380684.356641.9253.30A4-330现浇φ20以内t3.3785542.66310.005114.00118.66187231047.1817275.09400.83A4-333预制平板钢筋t0.2375521.27293.605113.69113.98130969.581211.9427.01五模板工程A12-29地圈梁模板100㎡0.5832518.601220.001999.293855.911467710.691164.652246.18A12-22构造柱模板100㎡0.5513055.391386.001468.94200.451682763.16808.83110.37A12-29圈梁模板100㎡0.8432518.601220.001999.293855.9121221027.851684.403248.60A12-31过梁模板100㎡0.1075186.161981.603024.69179.87557212.82324.8519.32A12-45现浇板模板100㎡0.2772598.181041.201321.74235.24720288.56366.3165.19A12-47预制板间混凝土填缝模板100㎡0.2196185.71891.205131.26163.251355195.171123.7535.75A12-52整体楼梯模板10㎡1.1211107.20359.60715.4232.181241403.11801.9936.07A12-66压顶模板10㎡0.1412976.541760.401158.4157.73419247.86163.108.13A12-61台阶模板10㎡0.151224.8787.20133.064.613413.1820.120.70六门窗工程B4-202铝合金双扇无亮推拉窗100㎡0.02240147.813685.2036196.66265.9587980.71792.715.82B4-203铝合金双扇有亮推拉窗100㎡0.65638715.893648.4034848.57218.92253982393.3522860.66143.61B4-1胶合板木门窗制作100㎡0.3779336.651166.07900.09269.963518439.352976.75101.72B4-51普通木门框制作100m1.3442043.86100.401915.4328.012747134.942574.3437.65B4-58普通木门框安装100m1.344461.32234.80225.830.69620315.57303.520.93七楼地面工程B1-24换60厚c10砼垫层10m³0.9871692.85386.401249.5556.901670381.261232.9356.14定额编号分部分项工程名称单位数量基价其中：（元）合价其中：（元）（元）人工费材料费机械费（元）人工费材料费机械费B1-2760厚厨卫砼找平层100㎡0.016623.00306.40297.8418.76104.904.770.30B1-3620厚楼地面抹灰100㎡3.672948.47553.60376.1118.7634832032.931381.1568.89八屋面工程A8-216保温层10m³3.3771269.90147.901122.000.004288499.463788.990.00B1-291:2.5水泥砂浆找平层100㎡2.662669.02314.00331.0124.011781835.77881.0563.91A7-116沥青卷材防水屋面100㎡1.9103001.61304.402697.610.005732581.285151.360.00A8-230架空隔热层100㎡1.600871.65690.40176.754.5013951104.64282.807.20九油漆工程B5-5单层木门调和漆两遍100㎡0.3771503.34746.55756.790.00566281.30285.160.00B5-228楼梯栏杆刷漆t1.576169.9784.6085.370.00268133.33134.540.00普通木门小五金费用樘24.0005.950.005.950.001430.00142.800.00铝合金平开门樘8.00020.720.0020.720.001660.00165.760.00铝合金双扇推拉窗樘29.00051.800.0051.800.0015020.001502.200.00十楼地面工程B1-30换20厚1:2.5水泥砂浆找平层100㎡2.6622743.261142.001509.7591.5173023039.664018.50243.57B1-32换60厚c20细石砼找平层100㎡0.0871628.23650.00927.2351.0014156.3480.364.42B1-38换1；2水泥砂浆面层100㎡3.672376.20284.8086.894.5013811045.84319.0816.52B1-194水泥砂浆踢脚线100㎡0.5531741.421131.6403.5626.26963625.89223.2114.52