建筑工程造价课程设计实例

\l“_TOC_250011“一、编制说明 2\l“_TOC_250010“二、单项工程预算汇总表 3\l“_TOC_250009“三、单位工程预算汇总表 3\l“_TOC_250008“四、分局部项工程量计价 41、工程量计价的含义 4\l“_TOC_250007“2、分局部项工程量计价表 4\l“_TOC_250006“五、综合单价分析 131、综合单价分析的含义 132、综合单价分析的计算公式 13综合单价分析表〔举例〕 13\l“_TOC_250005“综合单价分析表 18\l“_TOC_250004“六、措施工程清单与计价表 25\l“_TOC_250003“1、措施工程清单与计价表〔一〕 25\l“_TOC_250002“2、措施工程清单与计价表〔二〕 25\l“_TOC_250001“七、规费及税金计价表 26\l“_TOC_250000“八、工料分析 28一、编制说明1、工程概况：50本工程为公共建筑，建筑物安全等级为二级。本工程为框架构造，地上两层。该工程为三级抗震。总建筑1.5m以下，施工时可考虑为二类干土。重要性类别：丙类，地基根底等级：丙级本工程砌体施工质量把握等级为B2、设计说明：550mmC30100mmC15层，M1060MU10承受A5240mm,240mm.0.000以下墙体均承受MU15M10楼地面及屋面做法、屋顶抹灰、踢脚线、外墙装饰、内墙抹灰做法见施工图纸。3、环境保护要求：必需符合当地环保部门对噪音、粉尘、污水、垃圾的限制或处理的要求。二、单项工程预算汇总表工程名称：翠屏山效劳区配套效劳用户辅楼序号序号1建筑工程881107.79合 计881107.79三、单位工程预算汇总表工程名称：翠屏山效劳区配套效劳用户辅楼序号分称金额〔元〕1建筑工程局部881107.791.1土石方工程173660.831.2砌筑工程133965.151.3混凝土及钢筋混凝土工程433597.721.4屋面及防水工程63332.041.5保温隔热工程76552.05四、分局部项工程量计价1、工程量清单计价的含义指在拟建工程招投标活动中，依据国家有关法律、法规、文件及标准标准的规定要求，由发包人供给工程量清单，承包人自主报价，级、行业建设主管部门的规定计算，不得作为竞争性费用。即用综合单价乘以对应的工程量。2、分局部项工程量计价表分局部项工程量计价表序号序号工程编码子目名称计量单位工程数量综合单价合价土石方工程173660.83平坦场地110101001001土壤类别:二类土壤弃土运距:200mm2378.727.342778.10取土运距:5m挖根底土方土壤类别:二类土壤210101003001根底类型:J-1垫层底宽:3.6mm3279.94184.7951729.08挖土深度:3.6m弃土运距:5m挖根底土方土壤类别:二类土壤310101003002根底类型:J-2垫层底宽:4.2mm3317.52163.4451896.49挖土深度:3.6m弃土运距:5m挖根底土方土壤类别:二类土壤410101003003根底类型:J-3垫层底宽:3.3mm378.41185.8114569.15挖土深度:3.6m弃土运距:5m挖根底土方挖土深度:3.6m弃土运距:5m挖根底土方土壤类别：二类土壤710101003006根底类型：梁〔含首层隔墙根底〕

m3 34.63 51.62 2046.40810103001001

挖土深度：0.3m土〔石〕方回填土质要求:二类土壤密实度要求:0.97夯填〔碾压〕:分层夯实松填:松填运输距离:20M

m3 838.96 35.89 30113.63砌筑工程 133965.15砖根底垫层材料种类、厚度：混凝土C15、100mmm31.76800.041408.08m3139.70472.8566057.55m31.76800.041408.08m3139.70472.8566057.55根底类型：独立根底根底深度：0.05mMU10填充墙:MU10模数砖墙体类型:外墙1010302023001

墙体厚度:240mm墙体高度:8.8m勾缝要求:无:M10砌块墙砖的品种规格及强度等级:A5块独立根底m3107.60496.1053380.39mm3107.60496.1053380.39m323.67459.3810873.53MU10垫层14104010060011510402023001

混凝土强度等级：C15矩形柱柱高度:9.215m柱截面尺寸：500mm*500m、500mm*400mm混凝土强度等级：C30矩形柱柱高度：9.318m

m3 26.26 657.89 17276.301610402023002 m3 4.66 656.88 3061.07柱截面尺寸：500mm*500mm混凝土强度等级：C30矩形柱柱高度：10.521m171040202300318104020230041910403001001

柱截面尺寸：500mm*500mm混凝土强度等级：C30构造柱柱高度：9.25m混凝土强度：C30柱截面尺寸：200mm*500mm、200mm*200mm根底梁梁底标高：-0.800m梁截面尺寸：300mm*750mm混凝土强度等级：C30根底梁梁底标高：-0.500m

m3 5.26 656.88 3455.20m³ 12.40 656.88 8145.33m3 20.27 509.15 10320.562010403001002 m3 0.64 509.15 325.86梁截面尺寸：200mm*450mm混凝土强度等级：C30根底梁梁底标高：-0.650m2110403001003

梁截面尺寸：250mm*600mm

m3 1.43 509.15 728.09梁底标高：-0.650m梁截面尺寸：300mm*600mm混凝土强度等级：C30根底梁2510403001007梁底标高：-0.550m梁截面尺寸：300mm*500mmm30.78509.15397.14混凝土强度等级：C30根底梁2610403001008梁底标高：-0.800m梁截面尺寸：200mm*750mmm31.11509.15565.16混凝土强度等级：C30根底梁2710403001009梁底标高：-0.600m梁截面尺寸：200mm*550mmm30.81509.15412.42混凝土强度等级：C30根底梁2810403001010梁底标高：-0.900m梁截面尺寸：300mm*850mmm37.60509.153869.57混凝土强度等级：C30根底梁2910403001011梁底标高：-0.450m梁截面尺寸：200mm*400mmm30.62509.15315.68混凝土强度等级：C30根底梁3010403001012梁底标高：-0.600m梁截面尺寸：250mm*550mmm31.51509.15768.82混凝土强度等级：C30矩形梁3110403002023梁底标高：4.100m梁截面尺寸：250mm*450mmm30.43533.21229.28混凝土强度等级：C30矩形梁混凝土强度等级：C30矩形梁3510403002023梁底标高：3.650m梁截面尺寸：300mm*600mmm31.64533.21874.47混凝土强度等级：C30矩形梁3610403002023梁底标高：4.150m梁截面尺寸：200mm*400mmm30.32533.21170.63混凝土强度等级：C30矩形梁3710403002023梁底标高：4.050m梁截面尺寸：300mm*500mmm30.39533.21207.95混凝土强度等级：C30矩形梁3810403002023梁底标高：4.000m梁截面尺寸：300mm*550mmm30.91533.21485.22混凝土强度等级：C30矩形梁3910403002023梁底标高：4.050m梁截面尺寸：250mm*500mmm30.33533.21175.96混凝土强度等级：C30矩形梁4010403002023梁底标高：4.000m梁截面尺寸：200mm*550mmm30.44533.21234.61混凝土强度等级：C30矩形梁4110403002023梁底标高：4.05m梁截面尺寸：200mm*500mmm30.38533.21202.62梁混凝土强度等级：C30矩形梁4210403002023梁底标高：9.821m梁截面尺寸：300mm*750mm321.71533.2111576.05梁底标高：10,121m梁截面尺寸：250mm*450m梁混凝土强度等级：C30矩形梁4610403002023梁底标高：9,756m梁截面尺寸：300mm*815mm37.60533.214052.42梁混凝土强度等级：C30矩形梁4710403002023梁底标高：10.171m梁截面尺寸：300mm*400mm31.44533.21767.83梁混凝土强度等级：C30异形梁4810403003001梁底标高：9.821m梁截面尺寸：300mm*750mmm37.93538.594271.01梁混凝土强度等级：C30过梁4910403005001梁底标高：3.7m梁截面尺寸：200mm*500mm30.42608.40255.53梁混凝土强度等级：C25有梁板5010405001001板底标高：4.41m板厚度：140mmm322.85519.1911863.60混凝土强度等级：C30有梁板5110405001002板底标高：4.43m板厚度：120mmm321.23519.1911022.51混凝土强度等级：C30有梁板5210405001003板底标高：4.45m板厚度：100mmm33.80519.191972.94混凝土强度等级：C30无梁板5710406002023

混凝土强度等级：C30弧形楼梯混凝土强度等级：C30其他构件构件的类型:挑檐压顶

m2 23.75 550.19 13067.105810407001001 m3 2.11 582.10 1228.24构件规格:100mm*150mm混凝土强度等级:C25其他构件构件的类型：室外台阶59104070010026010407002023

构件规格：900mm*4000mm混凝土强度等级：C25散水、坡道:100mm面层厚度:100mm混凝土强度等级:C15后浇带

m2 3.60 858.97 3092.31m2 55.68 94.37 5254.706110408001001部位：距离山墙14.5m混凝土强度等级：C306210416001001现浇混凝土钢筋〔12〕6310416001002现浇混凝土钢筋〔12〕屋面及防水工程

m3 3.12 558.14 1741.41t 10.976879.57 75448.28t 19.216140.40117975.5463332.04瓦屋面m2443.3086.0838158.39m2443.3086.0838158.39m68.60331.5322742.85m257.4042.352430.8076552.05屋面排水管6510702023001排水管品种、规格、品牌、颜色:PVC110油漆品种、刷漆遍数:调合漆屋面天沟6610702023001

混凝土强度等级：C30保温、隔热工程保温隔热屋面五、综合单价分析1综合单价＝工料单价＋单位工程量治理费＋单位工程量利润工料单价＝单位工程量人工费＋单位工程量材料费＋单位工程量机械使用费单位工程量人工费＝人工消耗定额×人工单价单位工程量材料费＝Σ〔材料消耗定额×材料单价〕单位工程量机械使用费＝Σ〔机械台班消耗定额×机械台班单价〕2、综合单价的具体计算公式计价定额》全都，只与一个定额工程对应时，其计算公式如下：清单工程综合单价=定额工程综合单价当《计价标准》的计量单位及工程量计算规章与《计价定额》全都，工程内容不全都，需几个定额工程组成时，其计算公式如下：清单工程综合单价=∑〔定额工程综合单价〕工程量清单综合单价分析表工程编码010101003001工程名称挖根底土方计量单位m3清单综合单价组成明细号称定工程编码010101003001工程名称挖根底土方计量单位m3清单综合单价组成明细号称定额单位单价合价1-21-11以内〕1.5m〕m3m31-241自卸汽车运土m3人工单价小计76.910.1257.8949.8784/工日未计价材料费0清单工程综合单价184.79主要材料名称、规格、型号单位数量单价 合价 暂估单暂估合〔元〕〔元〕〔元〕〔元〕水m³0.0264.570.12材料数量人工费材料费机械费治理费和利润人工费材料费机械费治理费和利润2.8615.12005.5943.2400162.8611.760.000.004.3533.670012.463.0900.0418.736.9300.1257.8921.41工程编码工程编码010401002023工程名称独立根底计量单位m³清单综合单价组成明细号定额名称定额单位数量单价合价人工费材料费机械费治理费人工费材料费机械费治理费独立5-290柱基人工单价小计41.40 420.0214.1420.5590/工日未计价材料费清单工程综合单价322.99主要材料名称、规格、型号单位数量单价合价暂估单暂估合材料费工程名称：翠屏山效劳区配套效劳用房关心楼 第2页共4页和利润和利润m³141.40420.0214.1420.5541.40420.0214.1420.55〔元〕〔元〕〔元〕〔元〕商品混凝土C30〔非泵送〕m³1.02407407塑料薄膜㎡0.811.460.81水m³0.894.572.49工程名称：翠屏山效劳区配套效劳用房关心楼 第3页共4页根底梁工程编码 010403001001 工程名称 计量单位 m³〔300mm*750mm〕清单综合单价组成明细定额编定额名定额数单价合价号称单量人工费材料费 机械费治理费人工费材料费机械费治理费位和利润和利润5-299根底梁m³141.40423.2121.3323.2141.40423.2121.3323.21人工单价元/工日

小 计未计价材料费

41.40 423.21 21.330

23.21清单工程综合单价 345.84主要材料名称、规格、型号 单位

单价 合价 暂估单暂估合〔元〕〔元〕〔元〕〔元〕商品混凝土C30〔非泵送〕塑料薄膜材

m³ 1.02 407 415.14㎡ 1.05 1.46 1.53料 水 m³ 1.43 4.57费明

6.54工程名称：翠屏山效劳区配套效劳用房关心楼 第4页共4页工程编码 10702023001 工程名称 屋面排水 计量单位 m定额编

定额 数定额名称

清单综合单价组成明细单价 合价号PVC

单 量 人工费 材料费位 费

人工费

机械治理费费 和利润9-187

㎡75

1 42.32 273.55 0.00 15.66 42.32 273.55 0.00 15.66人工单价92/工日

小 计未计价材料费清单工程综合单价〔元〕〔元〕〔元〕〔元〕〔元〕〔元〕〔PVC75mmm10.2011.66118.93塑料抱箍〔PVC〕75mm副10.601.6617.60PVC75mm只2.743.429.37塑料弯头(PVC75mm135只0.573.82.7

42.32 273.55 0.00 15.660323.81单价 合价 暂估单暂估合材料费明细17工程工程平坦场地m2378.725.350.000.001.987.342778.101-98平坦场地10257.3835.340.000.0013.08挖根底土方(J-1)m3279.9476.910.1257.8949.87184.7951729.081-2人工挖二类干土深<1.5mm3800.9315.12005.591-111.5m1-11 m3 800.93 11.76 0.00 0.00 4.354、综合单价分析表综合单价分析表序号工程编码子目名称序号工程编码子目名称总价建筑工程881107.79土石方173660.83110101001001210101003001310101003002人工费材料费机械费定额计量工程直接费治理费综合单编号单位数量及利润价1-2414m自卸汽车运土运距＜5km1000m30.87039.3018733.706931.47挖根底土方(J-2)m3317.5268.020.1151.2044.11163.4451896.491-2人工挖二类干土深<1.5mm3803.5215.12005.591-111.5m1-11 m3 803.52 11.76 0.00 0.00 4.354m1-241自卸汽车运土运距＜5km1000m30.87039.3018733.706931.47挖根底土方(J-3)m378.41挖根底土方(J-3)m378.4177.330.1258.2150.15185.8114569.151-2人工挖二类干土深<1.5mm3225.5815.12005.591-111-111.5mm3225.5811.760.000.004.354m1-241自卸汽车运土运距＜5km1000m30.24039.3018733.706931.47挖根底土方(J-4)m326.2490.140.1420.9441.10152.333997.011-2人工挖二类干土深<1.5mm388.0015.12005.591-111-111.5mm388.0011.760.000.004.354m1-241自卸汽车运土运距＜5km1000m30.10039.3018733.706931.47挖根底土方(J-5)m3159.0559.250.0944.5938.42103.9416530.981-2人工挖二类干土深<1.5mm3350.5715.12005.591-111-111.5mm3350.5711.760.000.004.354m1-241自卸汽车运土运距＜5km1000m30.38039.3018733.706931.47挖根底土方(梁含首层隔墙根底)m339.6423.480.0314.1813.9351.622046.401-2人工挖二类干土深<1.5mm334.6315.12005.591-111-111.5mm334.6311.760.000.004.354m1-241自卸汽车运土运距＜5km1000m30.03039.3018733.706931.47土〔石〕方回填m3838.9623.520.002.689.6935.8930113.631-104基(槽)坑夯填回填土m3838.9623.520.002.689.69510101003004610101003005710101003006810103001001砌筑工程

0.00

133965.15砖根底 m3砖根底 m31.76224.65557.9817.4189.56800.041408.083-1直形砖根底(M10水泥砂浆)m31.76102.60348.586.3440.313-42防水砂浆墙基防潮层103.5161.20105.005.5524.70填充墙m3139.7099.00326.178.0739.61472.8566057.553-39一砖半标准炉渣混凝土填充墙m3139.7099.00326.178.0739.61砌块墙m3103.6081.00239.131.5830.56352.2736494.953-6加气砼〔M1O〕m3103.6081.00239.131.5830.56砂石垫层m³118.3358.80169.102.8622.81253.5730004.562-1161：1m3118.3358.80169.102.8622.81混凝土及钢筋混凝土工程0.00433597.72独立根底m3107.6041.40420.0214.1420.55496.1053380.3910103020230011110302023002121030800100113104010020235-290换14104010060015-290换

5-290柱下独立根底换商品混凝土m3C20〔非泵送〕为C30〔非泵送〕垫层 m323.6741.40383.3014.1420.55m3m323.6741.40383.3014.1420.55m326.26105.30509.423.0840.10657.8917276.30

107.60 41.40 420.02 14.1423.67 41.40 383.30 14.14

20.5520.55 459.38 10873.5315104020230011610402023002

5-295

矩形柱商品混凝土C30矩形柱

m3 26.26 105.30 509.42m3 4.66 179.10 407.08

3.083.24

40.1067.47 656.88 3061.075-298

商品混凝土C20换C25换C25矩形柱m35.26179.10407.083.2467.47656.883455.20

4.66 179.10

3.24

67.4717104020230035-298

商品混凝土C20换C25换C25构造柱m³12.40179.10407.083.2467.47656.888145.335-298 构造柱，商品混凝土C20m3 12.40 179.10 407.08 3.24 67.47换为商品混凝土C25根底梁m320.2741.40423.2121.3323.21509.1510320.565-299商品混凝土C30m320.2741.40423.2121.3323.21根底梁m30.6441.40423.2121.3323.21509.15325.865-299商品混凝土C30m30.6441.40423.2121.3323.21根底梁m31.4341.40423.2121.3323.21509.15728.095-299商品混凝土C30m31.4341.40423.2121.3323.21根底梁m30.4441.40423.2121.3323.21509.15224.035-299商品混凝土C30m30.4441.40423.2121.3323.21根底梁m31.4041.40423.2121.3323.21509.15712.825-299商品混凝土C30m31.4041.40423.2121.3323.21根底梁m33.0241.40423.2121.3323.21509.151537.655-299商品混凝土C30m33.0241.40423.2121.3323.21根底梁m30.7841.40423.2121.3323.21509.15397.145-299商品混凝土C30m30.7841.40423.2121.3323.21根底梁m31.1141.40423.2121.3323.21509.15565.16

5.26 179.10 407.08

3.24

67.471810402023004191040300100120104030010022110403001003221040300100423104030010052410403001006251040300100726104030010085-299商品混凝土C30m5-299商品混凝土C30m31.1141.40423.2121.3323.21根底梁m30.8141.40423.2121.3323.21509.15412.425-299商品混凝土C30m30.8141.40423.2121.3323.21根底梁m37.6041.40423.2121.3323.21509.153869.575-299商品混凝土C30m37.6041.40423.2121.3323.21根底梁m30.6241.40423.2121.3323.21509.15315.685-299商品混凝土C30m30.6241.40423.2121.3323.21根底梁m31.5141.40423.2121.3323.21509.15768.825-299商品混凝土C30m31.5141.40423.2121.3323.21矩形梁m30.4377.40423.992.3329.50533.21229.285-300商品混凝土C30m30.4377.40423.992.3329.50矩形梁m325.0077.40423.992.3329.50533.2113330.325-300商品混凝土C30m325.0077.40423.992.3329.50矩形梁m30.6677.40423.992.3329.50533.21351.925-300商品混凝土C30m30.6677.40423.992.3329.50矩形梁m36.4277.40423.992.3329.50533.213423.235-300商品混凝土C30m36.4277.40423.992.3329.50矩形梁m31.6477.40423.992.3329.50533.21874.475-300商品混凝土C30m31.6477.40423.992.3329.50矩形梁m30.3277.40423.992.3329.50533.21170.635-300商品混凝土C30m30.3277.40423.992.3329.50矩形梁m30.3977.40423.992.3329.50533.21207.955-300商品混凝土C30m30.3977.40423.992.3329.50矩形梁m30.9177.40423.992.3329.50533.21485.225-300商品混凝土C30m30.9177.40423.992.3329.5028104030010102910403001011301040300101231104030020233210403002023331040300202334104030020233510403002023361040300202337104030020233810403002023矩形梁m30.3377.40矩形梁m30.3377.40423.992.3329.50533.21175.965-300商品混凝土C30m30.3377.40423.992.3329.50矩形梁m30.4477.40423.992.3329.50533.21234.615-300商品混凝土C30m30.4477.40423.992.3329.50矩形梁m30.3877.40423.992.3329.50533.21202.625-300商品混凝土C30m30.3877.40423.992.3329.50矩形梁m321.7177.40423.992.3329.50533.2111576.055-300商品混凝土C30m321.7177.40423.992.3329.50矩形梁m32.1077.40423.992.3329.50533.211119.755-300商品混凝土C30m32.1077.40423.992.3329.50矩形梁m36.3377.40423.992.3329.50533.213375.245-300商品混凝土C30m36.3377.40423.992.3329.50矩形梁m30.4177.40423.992.3329.50533.21218.625-300商品混凝土C30m30.4177.40423.992.3329.50矩形梁m37.6077.40423.992.3329.50533.214052.425-300商品混凝土C30m37.6077.40423.992.3329.50矩形梁m31.4477.40423.992.3329.50533.21767.835-300商品混凝土C30m31.4477.40423.992.3329.50异形梁m37.9381.00424.432.3330.83538.594271.015-301商品混凝土C30m37.9381.00424.432.3330.83过梁m30.42139.50414.102.3352.48608.40255.535-303 商品混凝土C30m3 0.42 139.50 414.10 2.33 52.48换C25有梁板m322.8561.20431.632.7123.65519.1911863.605-314商品混凝土C30m322.8561.20431.632.7123.6540104030020234110403002023421040300202343104030020234410403002023451040300202346104030020234710403002023481040300300149104030050015010405001001有梁板m321.23有梁板m321.2361.20431.632.7123.65519.1911022.5151104050010025-314商品混凝土C30m321.2361.20431.632.7123.65有梁板m33.8061.20431.632.7123.65519.191972.945-314商品混凝土C30m33.8061.20431.632.7123.65无梁板m327.3356.70423.102.7121.98504.5013787.935-315商品混凝土C30m327.3356.70423.102.7121.98无梁板m320.7456.70423.102.7121.98504.5010463.295-315商品混凝土C30m320.7456.70423.102.7121.98天沟、挑檐板m37.12128.70423.253.7349.00604.694305.3655104050070015-330商品混凝土C20m37.12128.70423.253.7349.00换C255610405008001雨篷、阳台板m31.24108.90395.973.6741.65550.19682.24531040500202354104050020235-324

商品混凝土C20换C25换C255710406002023楼梯m223.75108.90395.973.6741.65550.1913067.10

1.24 108.90

3.67

41.655-324

商品混凝土C20换C25换C25其他构件混凝土压顶m32.11111.60429.210.0041.29582.101228.24

23.75 108.90

3.67

41.6558104070010015-331

商品混凝土C20换C25换C25其他构件室外台阶m23.60135.90664.496.0652.52858.973092.3159104070010025-333商品混凝土C20m23.60135.90664.496.0652.52C256010407002023散水、坡道m255.6825.2057.521.709.9594.375254.70

2.11 111.60 429.21

0.00

41.2912-17312-173C15C25105.57252.00575.1617.0399.5461104080010016210416001001631041600100264107010010016510702023001661070202300167108030010016810803003001换后浇带m33.1297.20421.262.7136.97558.141741.415-318商品混凝土C30m33.1297.20421.262.7136.97现浇混凝土钢筋t10.971206.505092.3598.04482.686879.5775448.284-1现浇砼构件钢筋Φ＜12t10.971206.505092.3598.04482.68现浇混凝土钢筋t19.21607.055112.18143.48277.706140.40117975.544-2现浇砼构件钢筋Φ＜25t19.21607.055112.18143.48277.70屋面及防水工程0.0063332.04瓦屋面m2443.3034.8336.901.0713.2886.0838158.399-16250mm*250mm1044.33348.30368.9610.70132.83屋面排水管m68.6042.32273.550.0015.66331.5322742.859-187PVC75m68.6042.32273.550.0015.66屋面天沟m257.404.0236.840.001.4942.352430.80105.7440.20368.410.0014.87保温隔热工程0.0076552.05保温隔热屋面m2443.306.0323.090.002.2331.3513896.619-225天棚保温聚苯乙烯泡沫板1044.3360.30230.870.0022.31保温隔热墙m333.75480.601198.230.00177.821856.6562655.449-234墙体保温隔热聚苯乙烯泡沫板m333.75480.601198.230.00177.82六、措施工程清单与计价表1、措施工程清单与计价表〔一〕工程名称计算根底工程名称计算根底费率〔%〕金额〔元〕序号1建筑工程9.4383088.461.1环境保护0.1881.111.2现场安全文明施工措施2.017622.161.3检验试验0.43524.431.4临时设施分局部项工程费881107.791.513216.611.5夜间施工 元 0.32643.321.6冬雨季施工0.1881.111.7已完工程及设备保护0.03264.331.8赶工措施3.026433.231.9工程按质论价217622.162、措施工程清单与计价表〔二〕序号工程名称序号工程名称金额〔元〕1建筑工程166276.03七、规费及税金计价表工程名称：翠屏山效劳区配套效劳用户辅楼序号工程名称计算根底费率〔%〕金额〔元〕1建筑工程61707.941.1规费分局部项工程费+2.0623287.731.1.1工程定额测定费措施工程费=0.11130.471.1.2安全生产监视费1130472.280.06678.281.1.3建筑治理费元0.33391.421.1.4劳动保险费1.618087.56分局部项工程费+1.2税金措施工程费+规费=1153760.013.3338420.21元28八、工料分析1、工料分析的含义序号工程编码子目名称序号工程编码子目名称计量量人工单位32.5〔kg〕42.5〔kg)钢筋量12mm钢筋12-25mm土石方工程1010101001001平坦场地m2378.7232.712010101003001挖根底土方(J-1)m3279.94256.3057.38*0.57=32.713010101003002挖根底土方(J-2)m3317.52257.13800.93*(0.18+0.14)=256.304010101003003挖根底土方(J-3)m378.4172.19803.52*(0.18+0.14)=257.135010101003004挖根底土方(J-4)m326.2428.16225.58*(0.18+0.14)=72.196010101003005挖根底土方(J-5)m3159.05112.1888.00*(0.18+0.14)=28.167 0101010030068 010103001001

挖根底土方(梁含首层隔墙根底)土〔石〕方回填

m3 39.64m3 838.96砌筑工程

11.08234.91

350.57*(0.18+0.14)=112.1834.63*(0.18+0.14)=11.08838.96*0.28=234.919 010301001001

砖根底

m3 1.76

4.39 518.331.76*1.14+3.51*0.68=4.39,0.242*253*1.76+0.21*557*3.51=518.3310 01030202300111 01030202300212 010308001001

填充墙砌块墙砂石垫层

m3 139.70m3 103.60m³ 118.33

153.6793.2482.83

69.85139.70*1.10=153.67,139.70*0.5=69.851630.46103.60*0.9=93.24,0.061*258*103.6=1630.46118.33*0.7=82.83混凝土及钢筋混凝土工程13 010401002023

独立根底

m3 107.6

49.50

47851.87 0.544 1.26914 010401006001

垫层矩形柱柱高度:9.215m,500mm*500m、

m3 23.67

436*1.02*107.6=47851.87,45.33*0.012=0.544,45.33*0.028=1.26910.89 8015.6123.67*0.46=10.89,332*1.02*23.67=8015.6115 010402023001

500mm*400mm

m3 26.26

30.72

453.43 11334.8716 010402023002

矩形柱柱高度：9.318m,500mm*500mm

m3 4.66

26.26*1.17=30.72,0.99*436*26.26=11334.87,0.031*557*26.26=453.439.27 2359.48

1.663 3.8574.66*1.99=9.27, 33.255*0.05=1.6(0.99*494+0.031*557)*4.66=2359.48 6317 010402023003

矩形柱柱高度：10.521m,500mm*500mm

m3 5.26

10.47

2663.285.26*1.99=10.47

33.255*0.116=3.857(0.99*494+0.031*557)*5.26=2663.2818010402023004构造柱柱高度：9.25m,200mm*500mm，200mm*200mmm³12.4024.686278.450.4571.05812.40*1.99=24.68,(0.99*494+0.031*557)*12.40=6278.4512.40*0.038=0.457,12.40*0.088=1.05819010403001001根底梁梁底标高：-0.800，300mm*750mmm320.279.32 9014.4720.27*0.46=9.32,1.02*436*20.27=9014.4720010403001002根底梁梁底标高：-0.500m，200mm*450mmm30.640.29 284.620.64*0.46=0.29,1.02*436*0.64=284.6221010403001003根底梁梁底标高：-0.650m，250mm*600mmm31.430.66 635.951.43*0.46=0.66,1.02*436*1.43=635.9522010403001004根底梁梁底标高：-0.550m，200mm*500mmm30.440.20 195.68 1.287 2.9680.44*0.46=0.20,1.02*436*0.44=195.6823010403001005根底梁梁底标高：-0.750m，250mm*700mmm31.400.64 622.611.40*0.46=0.64,1.02*436*1.40=622.6124010403001006根底梁梁底标高：-0.650m，300mm*600mmm33.021.39 1343.053.02*0.46=1.39,1.02*436*3.02=1343.0525010403001007根底梁梁底标高：-0.550m，300mm*500mmm30.780.36 346.882610403001008根底梁梁底标高：-0.800m，200mm*750mmm31.110.78*0.46=0.36,1.02*436*0.78=346.88 35.759*0.036=1.0.51 493.64 2871.11*0.46=0.51,1.02*436*1.11=493.64 35.759*0.083=2.2710403001009根底梁梁底标高：-0.600m，200mm*550mmm30.810.37 360.22 96828010403001010根底梁梁底标高：-0.900m，300mm*850mmm37.600.81*0.46=0.37,3.501.02*436*0.81=360.222279.8729010403001011根底梁梁底标高：-0.450m，200mm*400mmm30.627.60*0.46=3.50,0.291.02*436*7.60=2279.87275.7330010403001012根底梁梁底标高：-0.650m，250mm*600mmm31.510.62*0.46=0.29,0.691.02*436*0.62=275.73671.5331010403002023矩形梁梁底标高：4.100m，250mm*450mmm30.431.51*0.46=0.69,0.371.02*436*1.51=671.53191.2332010403002023矩形梁梁底标高：3.800m，300mm*750mmm325.000.43*0.86=0.37,21.501.02*436*0.43=191.2311161.633010403002023矩形梁梁底标高：4.100m，200mm*450mmm30.6625.00*0.86=21.50,0.571.02*436*25.00=11161.6293.5234010403002023矩形梁梁底标高：4.000m，250mm*550mmm36.420.66*0.86=0.57,5.521.02*436*0.66=293.522855.103510403002023矩形梁梁底标高：3.650m，300mm*600mmm31.646.42*0.86=5.52,1.411.64*0.86=1.41,1.02*436*6.42=2855.10729.341.02*436*1.64=729.343.1317.2813610403002023矩形梁梁底标高：4.150m，200mm*400mmm30.320.28142.313710403002023矩形梁梁底标高：4.050m300mm*500mmm30.390.32*0.86=0.28,0.341.02*436*0.32=142.31173.443810403002023矩形梁梁底标高：4.000m，300mm*550mmm30.910.39*0.86=0.34,0.781.02*436*0.39=173.44404.7039010403002023矩形梁梁底标高：4.050m，250mm*500mmm30.330.91*0.86=0.78,0.281.02*436*0.91=404.70146.760.33*0.86=0.28,1.02*436*0.33=146.7640010403002023矩形梁梁底标高：4.000m，200mm*550mmm30.440.38195.680.44*0.86=0.38,1.02*436*0.44=195.6841010403002023矩形梁梁底标高：4.05m，200mm*500mmm30.380.33168.990.38*0.86=0.33,1.02*436*0.38=168.994210403002023矩形梁梁底标高：9.821m，300mm*750mm321.7118.679654.8721.71*0.86=18.67,1.02*436*21.71=9654.8743010403002023矩形梁梁底标高：9.971m，250mm*600mm32.101.81933.9162.767*0.05=3.144010403002023矩形梁梁底标高：10.021m，250mm*550mm36.332.10*0.86=1.81,5.441.02*436*2.1=933.912815.083162.767*0.116=7.6.33*0.86=5.44,1.02*436*6.33=2815.0828145010403002023矩形梁梁底标高：10,121m，250mm*450mm30.410.35182.340.41*0.86=0.35,1.02*436*0.41=182.3446010403002023矩形梁梁底标高：10.171m，300mm*400mm37.606.543379.877.60*0.86=6.54,1.02*436*7.60=3379.8747010403002023矩形梁梁底标高：10.171m300mm*400mm31.441.24640.401.44*0.86=1.24,1.02*436*1.44=640.4048010403003001异形梁梁底标高：9.821m，300mm*750mmm37.937.143540.460.373 0.8647.93*0.9=7.14,1.02*436*7.93=3540.4649010403005001过梁梁底标高：3.7m，200mm*500mm30.420.657.93*0.047=0.373,211.637.93*0.109=0.8640.0130.0315051010405001001010405001002有梁板板底标高：4.41m,h=140mm有梁板板底标高：4.43m,h=120mmm3m322.8521.231.02*494*0.42=211.63,0.42*0.032=0.013,15.54 10201.7022.85*0.68=15.54,1.02*436*22.85=10201.7014.44 9478.4321.23*0.68=14.44,1.02*436*21.23=9478.430.42*0.074=0.0312.302*0.0.099 043=0.09952 010405001003

有梁板板底标高：4.45m,h=100mm

m3 3.80

2.58

1696.563.80*0.68=2.58,1.02*436*3.8=1696.5653 010405002023

无梁板板底标高：9.01m,h=140mm

m3 27.33

17.22

12201.86

48.07*0.54 010405002023

无梁板板底标高：9.03mh=120mm

m3 20.74

27.33*0.63=17.22,1.02*436*27.33=12201.8613.07 9259.6620.74*0.63=13.07,1.02*436*20.74=9259.66

2.444

066=2.44455 010405007001

天沟、挑檐板

m3 7.12

10.31

3587.63

0.0537.12*1.43=10.31,1.02*494*7.12=3587.63,7.12*0.025=0.05356 010405008001

雨篷、阳台板

m3 1.24

1.50

615.62

0.035

0.0821.24*1.21=1.50,1.005*494*1.24=615.621.24*0.042=0.035,1.24*0.098=0.08257 010406002023

楼梯

23.75

28.74

11791.16

0.680 1.58758 01040700100159 01040700100260 010407002023

其他构件混凝土压顶其他构件室外台阶散水、坡道

m3 2.11m3 3.60m2 55.68

2.625.4415.65

23.75*1.21=28.74,1.005*494*23.75=11791.1623.75*0.036=0.680,23.75*0.084=1.5871063.192.11*1.24=2.62,1.02*494*2.11=1063.192913.023.60*1.51=5.44,1.638*494*3.60=2913.022892.315.57*2.80=15.60,(0.82*494+0.205*557)*5.57=2892.3161 010408001001

后浇带

m3 3.87

2.78

1721.070.89*3.12=2.78,1.02*436*3.87=1721.0762 010701001001

瓦屋面

屋面及防水工程m2 443.30 171.56

4759.7144.33*3.87=171.56,(0.152*490+0.253*130)*44.33=4759.716363010702023001屋面排水管m68.6031.5668.60*0.46=31.5664010702023001屋面天沟m257.48.215.74*1.43=8.21保温隔热工程65010803001001保温隔热屋面m2443.3029.7044.33*0.67=29.7066010803003001保温隔热墙m³33.75180.2333.75*5.34=180.233、工料分析汇总表工料分析汇总表序号材料名称单位数量1人工工日2117.29232,5级kg41807.55342.5级kg165895.484钢筋(12mm以内)t10.975钢筋(12mm以外)t19.21九、工程量计算书序号分项工程名称〔清单编号〕序号分项工程名称〔清单编号〕单位数量1建筑面积m2758土石方工程2平坦场地(10101001001)m2378.723挖根底土方(J-1)〔10101003001〕m3279.943.6*3.6*(3.6+0.6-0.6)*6=279.944挖根底土方(J-2)〔10101003002〕m3317.524.2*4.2*3.6*5=317.525挖根底土方(J-3)〔10101003003〕m378.413.3*3.3*(4.2-0.65+0.05)*2=78.416挖根底土方(J-4)〔10101003004〕m326.242.7*2.7*(4.2-0.65+0.05)=26.247挖根底土方(J-5)〔10101003005〕m3159.054.7*4.7*(4.2-0.65+0.05)*2=159.058土〔石〕方回填〔10103001001〕m3838.96861.32+328.72*0.6-249.597=838.96砌筑工程9砖根底(10301001001)m31.76外墙：8.2+12+4+4+8.2+6+2+14.2+30.2+4=92.892.8*8.8-234.53=582.11内墙：2*2+1.9*2+3.8+2+6*2+2+8+8+6+4=53.6146.4*0.24*0.05=1.7610填充墙(10302023001)m3139.7030.2+16.*2=92.8内墙：2.1+1.9+1.15*2=23.411砌块墙(10302023002)m3103.68.8*53.6*0.24-6.24*〔1.5*2.4*2+0.8*2.1*4+1*2.1*6+1.2*2.1*4+0.8*2.1*2〕=103.6混凝土及钢筋混凝土工程12独立根底(10401002023)m3107.60J-1：5.656，J-2:8.057，J-3:4.525，J-4:2.976，J-5:10.6813垫层(10401006001)m323.67砂石垫层：118.325，垫层：23.66514矩形柱〔9.215高度〕(10402023001)m326.26K2-1：0.5^2*〔9.215*3+9.318*2〕=11.57矩形柱〔9.318高度〕(10402023002)K2-2：0.5^2*9.215=2.3044.66K2-3：0.5^2*9.215=2.304矩形柱〔10.521高度〕(10402023003)m35.26K2-4：0.4*0.5*9.215=1.843K2-5：0.4*0.5*9.215*2=3.686K2-6：0.5^2*9.215=2.304K2-7：0.5^2*〔9.215+10.521〕=4.934K2-8：0.5^2*10.521=2.630K2-9：0.5^2*9.215=2.304K2-10：0.5^2*9.215=2.304合计：36.18315构造柱(10402023004)m312.400.2*0.2*26*9.25+0.2*0.5*3*9.25=12.39516根底梁m320.27梁底高程：-69.80.3*0.75*(3-0.3-0.5-0.4-0.5-0.5-0.3)+0.3*0.75*(3-0.3-0.5-0.4-0.5-0.5-0.3)+0.3*0.75*(8-0.3-0.3)+0.3*0.75*(8-0.3-0.3)*2+0.3*0.75*〔1.4-0.3-0.5-0.3〕=20.272517根底梁(10403001001)m30.6418根底梁(10403001002)m31.430.25*0.6*〔4-0.2〕+0.25*0.6*〔6-0.3〕=1.42519根底梁(10403001003)m30.4420根底梁(10403001004)m31.400.25*0.7*8=1.4021根底梁(10403001005)m33.0222根底梁(10403001006)m30.780.3*0.5