1、亭子建筑项目工程量清单表亭亭子子平平面面尺尺寸寸表表工工程程名名称称：亭子建筑工程单位：m亭子平面尺寸平面边数檐柱间距檐柱直径台明进深檐金步距面积系数金脊步距8.002.400.290.800.96004.82841.9371中心角度（）金柱间距柱外边宽台明边宽檐脊半径金脊半径檐脊进深45.001.60472.51103.06273.13582.09672.8971表表1-2-9亭亭子子石石构构件件尺尺寸寸表表工工程程名名称称：亭子建筑工程单位：m构构件件名名称称长长度度径径宽宽高高厚厚个个数数构构件件名名称称长长度度径径宽宽高高厚厚个个数数柱顶石0.580.580.298踏跺1.900.302、0.128槛垫石2.640.580.198象眼石1.350.480.124阶条石3.060.510.198燕窝石3.100.300.122陡板石3.060.410.126海墁石3.100.300.122土衬石2.470.300.126垂带石1.480.500.124平头土衬1.200.300.124表表1-2-7亭亭子子台台明明基基础础尺尺寸寸表表工程名称：亭子建筑工程单位：m墙墙基基础础截截面面尺尺寸寸挖挖地地槽槽截截面面尺尺寸寸磉磉墩墩截截面面尺尺寸寸宽度高度中线长宽度高度中线长长度宽度高度个数0.390.612.80180.510.202.85150.680.680.618.00表表1-3、2-5亭亭子子举举高高步步距距尺尺寸寸表表工工程程名名称称：亭子建筑工程单位：m木构架步距举高尺寸（m）脊顶步距上檐步距下檐步距檐椽平出脊步举架飞椽举架 0.65举斜率 屋檐层数0.9800.9600.9600.7000.650.351.19272脊步举高上檐举高下檐举高飞椽平出檐步举架 0.35举斜率0.5举斜率0.6370.4800.4800.4000.501.05951.1180表表1-2-5亭亭子子木木构构件件尺尺寸寸表表工工程程名名称称：亭子建筑工程单位：m编编号号构构件件名名称称长长度度径径宽宽高高厚厚个个数数木木柱柱类类1檐柱3.660.2982童柱1.660.2883雷公柱2.4、350.321梁梁类类长长度度径径宽宽高高厚厚个个数数13下顺梁4.320.320.38216上顺梁3.520.250.27212下扒梁3.880.340.38215上扒梁1.960.300.32214下抹角梁1.600.190.28417上抹角梁0.810.130.19418下老角梁2.110.180.27820上老角梁2.250.180.27819下仔角梁2.340.180.27821上仔角梁2.340.180.27822由戗1.410.180.278枋枋檩檩类类长长度度径径宽宽高高厚厚个个数数7下檐枋3.270.220.2988上檐枋2.470.220.2989上金枋1.560.130.5、22810上金垫板0.810.040.17824承椽枋1.60470.210.28823围脊枋1.600.150.25834围脊板1.60470.040.24837下坐斗枋3.270.220.108上坐斗枋2.470.220.1084下檐檩3.240.2885上檐檩2.410.2786上金檩1.560.25838下檐檩板2.400.0650.118上檐檩板1.60470.0650.11811花梁头0.980.280.2716椽椽望望类类长长度度径径宽宽高高厚厚个个数数25直椽1.860.0911227脑椽1.170.094026翼角椽1.860.0914428飞椽1.540.090.091126、29翘飞椽0.090.091630大连檐0.100.0931小连檐0.050.02532闸档板0.100.1833瓦口0.030.1435望板0.01836下檐斗拱一斗三升，60斗口32上檐斗拱一斗二升麻叶，60斗口24装装修修类类长长度度径径宽宽宽宽厚厚个个数数39围脊楣子1.32470.500.08840吊挂楣子2.110.40841坐凳板2.400.320.05642坐凳楣子2.110.35643花牙子0.400.020.1616宝顶1.20表表1-2-41-2-4正正多多边边亭亭平平整整场场地地工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位7、位工工程程量量柱柱外外边边宽宽加加2m2m边边宽宽面面积积系系数数A.1.1A.1.1土土方方工工程程010101001001平整场地m2清单量m230.442.51104.8284计价量m283.874.1678表表1-21-2-7挖挖基基础础土土方方工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数数 （m）A.1.1土土方方工工程程宽度高度中线长平面边数010101002001挖基础土方m33.07挖地槽m32.330.510.202.85149288.00挖地坑m30.740.680.200.688.00表表18、-2-61-2-6砖砖砌砌基基础础工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数数A.3.1A.3.1砌砌筑筑工工程程m3宽度高度中线长平面边数010301001001砖栏土墙m35.330.390.612.808010301001002砖磉墩m32.260.680.610.6880.000.000.001.0010.000.000.001.001表表1-2-121-2-12石石作作项项目目工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数9、数A.3.5A.3.5石石作作工工程程长度径宽高厚个数010305001001土衬石m30.532.470.300.126010305002001陡板石m30.903.060.410.126010305008001平头土衬m30.171.200.300.124010305008002踏跺m24.561.900.308010305008003燕窝石m21.863.100.302010305008004海墁石m21.863.100.302010305008005垂带石m22.961.480.504010305008006象眼石m30.161.350.480.124020102001001阶条石m310、2.373.060.510.198020102001002槛垫石m32.332.640.580.198020102001003柱顶石m30.610.580.298表表1-2-141-2-14木木作作项项目目工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计算算基基数数（单单位位：m m）A.5.3A.5.3木木作作工工程程长度径宽高厚个数010503001001木柱类m33.445010503001002檐柱m32.3293.6629.00(mm)8010503001003童柱m30.9021.6628.00(mm)80105030011、1004雷公柱m30.2142.3532.00(mm)1梁类m30.00010503002001顺梁下顺梁m31.0514.320.320.382上顺梁m30.4753.520.250.272010503002002扒梁下扒梁m31.0033.880.340.382上扒梁m30.3761.960.300.322010503002003抹角梁下抹角梁m30.3401.600.190.284上抹角梁m30.0800.810.130.194010503002004老角梁下老角梁m30.8202.110.180.278上老角梁m30.8752.250.180.278010503002005仔角梁下仔角12、梁m30.9102.340.180.278上仔角梁m30.9102.340.180.278010503002006由戗m30.5481.410.180.278010503002007檐枋下檐枋m31.6693.270.220.298上檐枋m31.2612.470.220.298010503002008上金枋m30.3571.560.130.228010503002009上金垫板m30.0440.810.040.178010503002010承椽枋m30.7531.600.210.288010503002011围脊枋m30.4801.600.150.258010503002012围脊板m30.113、231.600.040.248010503002013坐斗枋下坐斗枋m30.5763.270.220.108上坐斗枋m30.4352.470.220.108010503002014檐檩下檐檩m31.5963.240.288上檐檩m31.1042.410.278010503002015上金檩m30.6131.560.258010503002016檐檩垫板下檐檩板m30.1372.400.070.118上檐檩板m30.0921.600.070.118010503002017花梁头m31.1850.980.280.2716椽椽望望类类010503004001直椽下层檐椽m133.921.8672上层14、檐椽m74.401.8640脑椽m46.801.1740010503004002翼角椽m267.841.86144010503004003飞椽根112.00112010503004004翘飞椽攒16.0016010503004005大连檐下层m31.763.978上层m24.243.038010503004006小连檐上层m21.202.658下层m28.803.608010503004007闸档板m50.00010503004008瓦口m56.00010503004009望板上层屋面m230.322.513.028010503002007檐枋下层屋面m238.993.391.861.868下15、层压飞m238.333.752.471.548上层压飞m227.362.861.581.548表表1-2-151-2-15斗斗拱拱项项目目工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计算算基基数数每间攒数间数A.5.3A.5.3斗斗拱拱项项目目010503004010下檐平身科一斗三升攒(座）2438010503004011下檐角科一斗三升攒(座）818010503004012上檐平身科一斗二升麻叶攒(座）1628010503004013上檐角科一斗二升麻叶攒(座）818表表1-2-201-2-20木木装装修修项项目目工工程程量量16、计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数数B.4 B.5木木装装修修工工程程长度m高(宽)m边框宽m个数020405008001围脊楣子m25.301.320.500.088围脊楣子心屉m23.171.160.348010503004001吊挂楣子m26.752.110.408010503004002坐凳楣子m24.432.110.356010503004009望板坐凳板m24.612.400.326010503004003花牙子块1616表表1-2-13屋屋面面项项目目工工程程量量计计算算表表工工程程名名称称：八方重檐17、亭工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数数A.7A.7屋屋面面工工程程长度m高宽m个数010701001001琉璃瓦屋面m269.31瓦檐头附件m56.00垂脊兽后长m20.332.548垂脊兽前长m6.540.828垂脊附件条8.00角脊兽后长m10.061.268角脊兽前长m6.850.868角脊附件条8.00合角吻长围脊长m11.041.600.228合角吻份8.00宝顶份11A.7.2A.7.2屋屋面面防防水水010702001001苫背m269.31表表1-2-14地地面面项项目目工工程程量量计计算算表表工工程程名名称称：八方重檐亭工程项项目目编18、编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数数B.1.1B.1.1地地面面工工程程长度m高厚m宽度m个数020101001001水泥砂浆地面m25.70010503004002素土夯实m230.443：7灰土垫层m26.320.40混凝土找平层m215.800.000.0010.00111表表1-2-231-2-23油油漆漆彩彩画画项项目目工工程程量量计计算算表表工工程程名名称称：亭子建筑工程项项目目编编码码项项目目名名称称单单位位工工程程量量计计 算算 基基 数数B.5.4B.5.4油油漆漆彩彩画画工工程程长度m径宽m高厚m个数020504012001下下架架木木构构件件m19、238.36檐柱m226.683.660.298童柱m211.681.660.288020504012002上上架架木木构构件件m2643.55雷公柱m22.362.350.321下顺梁m212.104.320.320.382上顺梁m27.333.520.250.272下扒梁m211.173.880.340.382上扒梁m24.861.960.300.322下抹角梁m26.031.600.190.284上抹角梁m22.080.810.130.194下老角梁m212.172.110.180.278上老角梁m212.942.250.180.278下仔角梁m214.022.340.180.278上仔20、角梁m214.022.340.180.278由戗m28.121.410.180.278下檐枋m220.933.270.220.298上檐枋m215.842.470.220.298020101001001上金枋m27.111.560.130.228围脊枋m210.271.600.150.258围脊板m26.161.600.040.248承椽枋m212.581.600.210.288下坐斗枋m210.993.270.220.108上坐斗枋m28.302.470.220.108下檐檩m222.803.240.288上檐檩m216.392.410.278上金檩m29.801.560.258上金垫板m221、2.200.810.040.178花梁头m213.010.980.280.2716下檐檩板m24.222.400.0650.118上檐檩板m22.821.600.0650.118020504013001椽椽子子望望板板m2135.00大连檐长 连檐瓦口高椽高020504013002连檐瓦口m217.9256.000.230.09020504013003斗拱m268.81展开面积拱眼面积攒数下檐斗拱m235.570.3342.4%32上檐斗拱m233.240.3702.1%24020504013004装装修修m241.19长度m 宽度厚度个数围脊楣子m210.601.320.500.088吊挂楣子m213.502.110.4008坐凳板m26.052.400.320.056坐凳楣子m28.862.110.3506花牙子m22.180.400.020.1616