单项工程费汇总表.doc

单项工程费汇总表序号单位工程名称金额（元）1新洲区实验高中学生宿舍(土建）1886128.002新洲区实验高中学生宿舍安装工程151936.00合计2038064.00共栋20380648*24076128单位工程费汇总表序号项目名称金额（元）一分部分项工程量清单计价合计1498031.60二措施项目清单计价合计180517.65三其他项目清单计价合计0.00四人工费451322.90五深基坑支护费0.00六规费83927.461养老保险统筹基金48845.782待业保险基金7049.913医疗保险费25178.244定额测定费2182.115工程排污费671.42七安全防护费(12层以下)35249.53八文明施工与环境保护费(12层以下)17624.77九工程意外伤害保险费907.68十建设施工安全技术服务费2723.03十一税金67145.89十二合计1886127.60分部分项工程量清单计价表金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价土石方工程1.40303.24640303.251010101001001平整场地M2452.32.3551065.252010101002001挖土方土壤类别:一二类土；挖土平均厚度:土方大开挖1.4M；M3951.222.6222494.193010101002002挖土方土壤类别:一二类土；M3339.7213.0694439.674010103001001土(石)方回填夯填（碾压）:夯填；M3900.1415.24213719.865010103001002土(石)方回填:基础与桩之间300厚级配砂石褥垫层；M3203.8391.17518584.28桩与地基基础工程0.0.00252378.376010202004001粉喷桩桩长:14m；桩截面:D=500；粉体种类:425#普通硅酸盐水泥；水泥掺入量:每米55KG；根667.378.378252378.37砌筑工程1.179710.102179710.107010302001001实心砖墙砖品种规格强度等级:MU15蒸压灰砂砖；墙体类型:直形砖墙；墙体厚度:0.24m；砂浆强度等级配合比:混合砂浆5.0；M3704.44231.144162827.098010302006001砖砌台阶M25.4857.278313.889010302006002零星砌砖M37.84262.3012056.4410010301001001砖 基 础砖品种、规格、强度等级:MU20蒸压灰砂砖；砂浆强度等级:M7.5水砂；M369.13209.93314512.69混凝土及钢筋混凝土工程1.409199.135409199.1411010401001001有梁式条形基础垫层材料种类、厚度:C10砼48.2M3；混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M3152.6298.4645544.9212010402001001构造柱混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M344.35302.56113418.5813010402001002矩形柱混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M318.07287.8615201.6514010403002001矩形梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M336.26275.7519998.7315010403004001基础圈梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M316.93300.0485079.8216010403004002圈梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M361.24300.04818374.9617010405003001平板混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M393.88277.52326053.8118010405008001雨蓬混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M35.153245.3031264.0519010407001001压顶构件的类型:YPL及遮阳板梁；混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M3(M2、M)4.05323.9521312.0120010405009001遮阳板混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M32.38280.863668.4521010406001001直形楼梯混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M291.2867.8766195.7522010412002001空心板M3(块)58.08562.68832680.9523010407002001散水、坡道垫层材料种类、厚度:150厚3：7灰土；混凝土拌合料要求:C15；填塞材料种类:现场搅拌；M288.8136.673256.6824010403005001过梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M314.38299.0714300.6425010414002001砼洗脸台搁板M32.44275.92673.24分部分项工程量清单计价表金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价26010416001001现浇混凝土钢筋钢筋种类、规格:6.5；T2.8255336.67315076.1027010416001002现浇混凝土钢筋钢筋种类、规格:8mm；T4.4834899.77821965.7128010416001003现浇混凝土钢筋钢筋种类、规格:10mm；T13.5384663.53563134.9329010416001004现浇混凝土钢筋钢筋种类、规格:12mm；T8.0754756.22738406.5330010416001005现浇混凝土钢筋钢筋种类、规格:12mm；T0.0664813.993317.7231010416001006现浇混凝土钢筋钢筋种类、规格:16mm；T5.3374673.67324943.3932010416001007现浇混凝土钢筋钢筋种类、规格:18mm；T2.9994628.40213880.5833010416001008现浇混凝土钢筋钢筋种类、规格:20mm；T0.6034596.8812771.9234010416001009现浇混凝土钢筋钢筋种类、规格:22mm；T7.2114550.99332817.2135010416002001预制构件钢筋钢筋种类、规格:冷轧带肋钢筋5；T2.4726895.1117044.7136010416001010砌体加固钢筋T0.945123.504816.09屋面及防水工程1.67087.78167087.7837010702001001屋面卷材防水上人屋面 详见05ZJ201-7-5M2332.15123.8841146.8338010701001001瓦屋面坡屋面 详见05ZJ211-16-5M2109.8186.8239534.0139010702002001屋面涂膜防水不上人屋面（梯间顶及3.4M层屋面） 详见建施10大样1M284.65125.69610640.2140010702004001屋面排水管M96.41.8734019.7841010703004001变形缝变形缝部位:地面；参98ZJ111-11-4M6.5258.105378.8442010703004002变形缝变形缝部位:外墙；参98ZJ111-4-1M7.411.19282.8243010703004003变形缝变形缝部位:屋面；参98ZJ111-17-20M14.4840.081580.3744010703003001砂浆防水（潮）防水（潮）部位:基础-0.06m；砂浆配合比:1：2水泥砂浆；外加剂材料种类:内掺水泥5%防水剂；M272.939.666704.92楼地面工程1.126861.891126861.8945020101002001现浇水磨石楼地面垫层材料种类、厚度:80厚C15混凝土垫层；找平层厚度、砂浆配合比:18厚1：3水泥砂浆；面层厚度、水泥石子浆配合比:12厚1：2水泥白石子浆；M2327.1557.91118945.5846020102002001块料楼地面1、80厚C15混凝土垫层；2、50厚C20细石砼找平；3、15厚1：2水泥砂浆找平；4、1.5厚聚氨酯防水涂料；5、300*300地砖面层M284.11109.0489172.0147020101002002现浇水磨石楼地面找平层厚度、砂浆配合比:18厚1：3水泥砂浆；面层厚度、水泥石子浆配合比:12厚1：2水泥白石子浆；M2796.4239.39531375.1948020106004001现浇水磨石楼梯面M2140.83103.66514599.1049020102002002块料楼地面1、50厚C20细石砼找平；2、15厚1：2水泥砂浆找平；3、1.5厚聚氨酯防水涂料；4、300*300地砖面层M2252.3392.10423240.5050020105003001块料踢脚线踢脚线高度:15cm；面层材料品种、规格、品牌、颜色:彩釉砖；M2182.8260.56411072.3851020107002001硬木扶手带栏杆、栏板扶手材料种类、规格、品牌、颜色:硬木；栏杆材料种类、规格、品牌、颜色:扁钢栏杆；油漆品种、刷漆遍数:调和漆；金刚砂防滑条M58.3120.927049.6352020102001001石材楼地面坡道 1、150厚碎石垫层；2、100厚C15砼垫层；3、火烧板面层M210.8134.7541455.3453020107001001金属扶手带栏杆、栏板坡道不锈钢栏杆M18.6166.7333101.23分部分项工程量清单计价表金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价54020108003001水泥砂浆台阶面1、3070粒径碎石；2、80厚三合土；3、水泥砂浆面层M25.4836.273198.7855020101001001水泥砂浆楼地面（室外平台）1、3070粒径碎石；2、80厚三合土；3、水泥砂浆面层M211.8725.514302.8556020107005001硬木靠墙扶手M115.8454.8116349.30墙、柱面工程1.233858.228233858.2357020204003001块料墙面墙体类型:砖墙；底层厚度、砂浆配合比:15厚2：1：8水泥石灰砂浆；贴结层厚度、材料种类:45厚1;1水泥砂浆；面层材料品种、规格、品牌、颜色:釉面砖；M2793.9248.25338308.8058020201001001墙面一般抹灰墙体类型:砖墙；底层厚度、砂浆配合比:15厚1：3水泥砂浆；面层厚度、砂浆配合比:5厚1：2水泥砂浆；M23485.8310.98238281.8059020202001001柱面一般抹灰柱体类型:矩形柱；底层厚度砂浆配合比:15厚水泥砂浆1:3；面层厚度砂浆配合比:5厚水泥砂浆1:2.5；M27.8714.493114.0660020201001002墙面一般抹灰墙体类型:女儿墙内侧；底层厚度、砂浆配合比:15厚1：3水泥砂浆；面层厚度、砂浆配合比:5厚1：2水泥砂浆；M2196.4910.9822157.8861020204003002块料墙面墙体类型:砖墙；挂贴方式:水泥砂浆粘贴；面层材料品种、规格、品牌、颜色:釉面砖；M21747.5354.31294911.4462020201001003墙面一般抹灰雨篷侧面墙面水泥砂浆M213.7410.982150.8963020202001002柱面一般抹灰屋顶构架水泥砂浆M270.3714.4931019.8864020203001001零星项目一般抹灰空调板水泥砂浆M259.5234.7572068.7365020207001001装饰板墙面泡沫人造革墙面（98ZJ501-10-2)M2270.896.83726223.5566020209001001隔断卫生间塑钢隔断M2278.58104.20829030.2667020206003001块料零星项目面层材料品种、规格、品牌、颜色:釉面砖；M220.2678.5261590.94天棚工程1.14213.49514213.4968020301001001天棚抹灰基层种类:混凝土面；抹灰厚度、材料种类:水泥砂浆；M2347.649.6453353.0169020301001002天棚抹灰基层种类:混凝土面；抹灰厚度、材料种类:混合砂浆；M21303.698.33110860.48门窗工程1.101141.741101141.7470020401004001胶合板门M1门类型:单扇带亮胶合板门；框截面尺寸、单扇面积:0.92.7；骨架材料种类:厚板；面层材料品种、规格、品牌、颜色:夹板；玻璃品种、厚度、五金材料、品种、规格:平板玻璃；油漆品种、刷漆遍数:调和漆二遍；樘12.360.0564320.6871020401004002胶合板门M2门类型:双扇带亮胶合板门；框截面尺寸、单扇面积:1.52.7；骨架材料种类:厚板；面层材料品种、规格、品牌、颜色:夹板；玻璃品种、厚度、五金材料、品种、规格:平板玻璃；油漆品种、刷漆遍数:调和漆二遍；樘2.533.4861066.9772020402005001塑钢门M3门类型:塑钢平开门；框材质、外围尺寸:塑钢；扇材质、外围尺寸:塑钢；樘2.1181.7192363.4473020402005002塑钢门M4门类型:塑钢推拉门；框材质、外围尺寸:1.22.7；樘40.472.68718907.5074020402005003塑钢门MC1门类型:塑钢平开门；框材质、外围尺寸:0.92.7；樘32.354.51611344.5075020402005004塑钢门MC2门类型:塑钢门联窗；框材质、外围尺寸:0.92.7+1.21.8；樘2.669.6411339.2876020406007001塑钢窗C1窗类型:塑钢推拉窗；框材质、外围尺寸:1.51.8；玻璃品种、厚度、五金材料、品种、规格:中空玻璃；樘42.393.90616544.0677020406007002塑钢窗C2窗类型:塑钢推拉窗；框材质、外围尺寸:1.81.8；玻璃品种、厚度、五金材料、品种、规格:中空玻璃；樘16.472.6877563.0078020406007003塑钢窗C3窗类型:塑钢推拉窗；框材质、外围尺寸:3.21.8；玻璃品种、厚度、五金材料、品种、规格:中空玻璃；樘16.840.33313445.3379020406009001不锈钢防盗网M285.81145.89112518.9280020406009002钢筋防盗栅M28.2832.429268.51分部分项工程量清单计价表金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价81020406004001空调百叶M291.64125.0511459.55油漆、涂料、裱糊工程1.44455.35444455.3582020506001001抹灰面油漆基层类型:墙柱天棚面；油漆品种、刷漆遍数:乳胶漆；M24874.238.41140997.9883020507001001刷喷涂料外墙涂料M2143.6324.0713457.37其他工程0.0.0028822.2584补001空调套管75个40.8.337333.4785020603001001大理石洗漱台面M277.57168.50313070.7686020603009001梳妆镜M2100.74153.04815418.02合 计1498031.60措施项目清单计价表序号项目名称金额（元）1.1临时设施4978.9691.2夜间施工1659.6561.3混凝土、钢筋混凝土模板及支架128388.7641.4脚手架14152.8441.5二次搬运829.8281.6冬雨季施工3319.3121.7生产工具用具使用8298.2811.8工程定位、点交、场地清理1659.6562.1垂直运输机械17230.338小 计180517.649分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计1010101001001平整场地M2452.32.260.000.000.050.052.355 A1-42平整场地100M27.39138.600.000.002.772.77144.1442010101002001挖土方土壤类别:一二类土；挖土平均厚度:土方大开挖1.4M；M3951.220.260.002.260.050.052.622 A1-151反铲挖掘机挖土深度1.5m以内1000M30.951264.000.002257.2450.4250.422622.0913010101002002挖土方土壤类别:一二类土；M3339.7212.570.000.000.250.2513.069 A1-2换人工挖土方一、二类土深度(2m以内)100M32.7411557.600.000.0031.1531.151619.9044010103001001土(石)方回填夯填（碾压）:夯填；M3900.1412.940.001.720.290.2915.242 A1-39回填土夯填100M39.0011293.600.00171.9729.3129.311524.1925010103001002土(石)方回填:基础与桩之间300厚级配砂石褥垫层；M3203.8335.3351.820.521.751.7591.175 B1-4砂石人工级配10M320.383353.32518.195.1717.5317.53911.7546010202004001粉喷桩桩长:14m；桩截面:D=500；粉体种类:425#普通硅酸盐水泥；水泥掺入量:每米55KG；根667.32.88241.5689.387.287.28378.378 A2-226换(+(A2-227)*1)粉喷桩水泥掺量每米55kg10M3183.258119.68879.21325.3126.4826.481377.1757010302001001实心砖墙砖品种规格强度等级:MU15蒸压灰砂砖；墙体类型:直形砖墙；墙体厚度:0.24m；砂浆强度等级配合比:混合砂浆5.0；M3704.4470.75149.172.334.454.45231.144 A3B-16蒸压灰砂砖墙墙体厚度1砖混合砂浆M510M370.444707.521491.7323.2944.4544.452311.4408010302006001砖砌台阶M25.4821.3833.140.551.101.1057.278 A3-100砖砌台阶水泥砂浆M510M20.548213.84331.395.5211.0111.01572.7789010302006002零星砌砖M37.84101.20148.872.145.045.04262.301分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计 A3-105零星砌体水泥砂浆M510M30.7841012.001488.6821.4550.4450.442623.01310010301001001砖 基 础砖品种、规格、强度等级:MU20蒸压灰砂砖；砂浆强度等级:M7.5水砂；M369.1353.59146.431.844.044.04209.933 A3-2换水泥砂浆砖基础水泥砂浆M7.5 换:蒸压灰砂砖24011553mm10M36.913535.921464.2918.3840.3740.372099.33311010401001001有梁式条形基础垫层材料种类、厚度:C10砼48.2M3；混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M3152.676.24203.657.095.745.74298.460 A4-2换带形基础C20碎石砼有梁式 换:C25碎石混凝土40MM(坍落度30-50)10M315.26574.641608.7553.8644.7444.742326.739 A4-11基础垫层C1010M34.82594.441354.3553.8640.0540.052082.75712010402001001构造柱混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M344.35121.53160.698.715.825.82302.561 A4-25换构造柱C20 换:C25碎石混凝土40MM(坍落度30-50)10M34.4351215.281606.8987.0758.1858.183025.61013010402001002矩形柱混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M318.07106.79161.298.715.545.54287.861 A4-22换矩形柱C20 换:C25碎石混凝土40MM(坍落度30-50)10M31.8071067.881612.9487.0755.3655.362878.61414010403002001矩形梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M336.2682.62173.219.325.305.30275.751 A4-28换单梁连续梁悬臂梁C20 换:C25碎石混凝土40MM(坍落度30-50)10M33.626826.171732.0793.2153.0353.032757.50815010403004001基础圈梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M316.93115.63164.178.715.775.77300.048 A4-30换圈梁C20 换:C25碎石混凝土40MM(坍落度30-50)10M31.6931156.321641.6987.0757.7057.703000.48316010403004002圈梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M361.24115.63164.178.715.775.77300.048 A4-30换圈梁C20 换:C25碎石混凝土40MM(坍落度30-50)10M36.1241156.321641.6987.0757.7057.703000.48317010405003001平板混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M393.8880.34177.808.715.345.34277.523分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计 A4-42换平板C20 换:C25碎石混凝土20MM(坍落度30-50)10M39.388803.441777.9787.0753.3753.372775.22518010405008001雨蓬混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M35.15387.94136.5911.344.724.72245.303 A4-47换雨蓬C20 换:C25碎石混凝土20MM(坍落度30-50)10M25.33684.92131.9110.954.564.56236.89019010407001001压顶构件的类型:YPL及遮阳板梁；混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M3(M2、M)4.05128.39169.2613.846.236.23323.952 A4-52换压顶C20 换:C25碎石混凝土40MM(坍落度30-50)10M30.4051283.921692.61138.4062.3062.303239.52320010405009001遮阳板混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M32.38113.89144.0612.115.405.40280.863 A4-49遮阳板C2010M22.97691.08115.219.694.324.32224.61521010406001001直形楼梯混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M291.2826.3135.623.331.311.3167.876 A4-50整体楼梯C2010M29.128263.12356.2033.3313.0513.05678.76322010412002001空心板M3(块)58.08154.60266.48119.9710.8210.82562.688 A4-88空心板C3010M35.895722.072174.14225.2662.4362.433246.328 A4-260一类预制混凝土构件运距(3km以内)10M35.884176.0021.34950.6822.9622.961193.945 A4-576空心板不焊接每个构件体积（0.2m3以内）卷扬机10M35.837409.6446.470.009.129.12474.353 A4-632空心板灌缝10M35.808223.08389.728.0412.4212.42645.67023010407002001散水、坡道垫层材料种类、厚度:150厚3：7灰土；混凝土拌合料要求:C15；填塞材料种类:现场搅拌；M288.8112.0022.290.970.710.7136.670 B1-13:7灰土10M31.332356.84733.319.4821.9921.991143.617 A4-59砼散水面层一次抹光100M20.888665.281128.9082.5437.5337.531951.792分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计24010403005001过梁混凝土强度等级:C25；混凝土拌合料要求:现场搅拌；M314.38124.52165.848.710.000.00299.071 A4-31换过梁C20 换:C25碎石混凝土40MM(坍落度30-50)10M31.4381245.201658.4387.070.000.002990.70625010414002001砼洗脸台搁板M32.4471.60171.1922.535.315.31275.920 A4-81平板、遮阳板C2010M30.244715.951711.87225.2653.0653.062759.20026010416001001现浇混凝土钢筋钢筋种类、规格:6.5；T2.8251133.443962.7335.25102.63102.635336.673 A4-641现浇构件圆钢筋(6.5mm以内)T2.8251133.443962.7335.25102.63102.635336.67327010416001002现浇混凝土钢筋钢筋种类、规格:8mm；T4.483735.243928.1047.9894.2394.234899.778 A4-642现浇构件圆钢筋(8mm以内)T4.483735.243928.1047.9894.2394.234899.77828010416001003现浇混凝土钢筋钢筋种类、规格:10mm；T13.538531.963912.1840.0389.6889.684663.535 A4-643现浇构件圆钢筋(10mm以内)T13.538531.963912.1840.0389.6889.684663.53529010416001004现浇混凝土钢筋钢筋种类、规格:12mm；T8.075435.604038.6999.0191.4791.474756.227 A4-644现浇构件圆钢筋(12mm以内)T8.075435.604038.6999.0191.4791.474756.22730010416001005现浇混凝土钢筋钢筋种类、规格:12mm；T0.066473.884038.69116.2792.5892.584813.993 A4-655现浇构件螺纹钢筋(12mm以内)T0.066473.884038.69116.2792.5892.584813.99331010416001006现浇混凝土钢筋钢筋种类、规格:16mm；T5.337359.044028.51106.3789.8889.884673.673 A4-657现浇构件螺纹钢筋(16mm以内)T5.337359.044028.51106.3789.8889.884673.673分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计32010416001007现浇混凝土钢筋钢筋种类、规格:18mm；T2.999310.644042.6197.1489.0189.014628.402 A4-658现浇构件螺纹钢筋(18mm以内)T2.999310.644042.6197.1489.0189.014628.40233010416001008现浇混凝土钢筋钢筋种类、规格:20mm；T0.603285.564037.7296.8088.4088.404596.881 A4-659现浇构件螺纹钢筋(20mm以内)T0.603285.564037.7296.8088.4088.404596.88134010416001009现浇混凝土钢筋钢筋种类、规格:22mm；T7.211255.204035.7285.0387.5287.524550.993 A4-660现浇构件螺纹钢筋(22mm以内)T7.211255.204035.7285.0387.5287.524550.99335010416002001预制构件钢筋钢筋种类、规格:冷轧带肋钢筋5；T2.4721726.294503.74399.89132.60132.606895.110 A4-667预制构件冷轧带肋钢筋(5mm以内)T2.4721726.294503.74399.89132.60132.606895.11036010416001010砌体加固钢筋T0.94979.443926.3620.6498.5398.535123.500 A3-120砌体钢筋加固T0.94979.443926.3620.6498.5398.535123.50037010702001001屋面卷材防水上人屋面 详见05ZJ201-7-5M2332.1520.3497.041.732.382.38123.880 B1-19换水泥砂浆砼或硬基层上厚度20mm 换:水泥砂浆 1:2.5100M23.322343.20414.0420.8415.5615.56809.199 A8-230天棚板面上铺放聚苯乙烯泡沫板(30mm)100M23.32279.201348.950.0028.5628.561485.279 A8B-12换(+(A8B-13)*3.3)屋面现浇特种混凝土隔热层加气混凝土=100100M23.322341.312547.1763.9859.0559.053070.564 B1-19换水泥砂浆砼或硬基层上厚度20mm 换:水泥砂浆 1:2.5100M23.322343.20414.0420.8415.5615.56809.199 WBA7-21刷聚氨脂防水涂料|二涂|1.5mm100m23.822220.001803.600.0040.4740.472104.544 A7-41改性沥青防水卷材屋面满铺100M23.822308.881992.410.0046.0346.032393.342分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计 A8-217屋面保温铺细砂100M23.32283.1620.410.002.072.07107.718 A4-112架空隔热板C2010M30.996785.661970.29226.2059.6459.643101.43638010701001001瓦屋面坡屋面 详见05ZJ211-16-5M2109.8116.3366.680.471.671.6786.823 B1-19水泥砂浆砼或硬基层上厚度20mm100M21.098343.20364.7120.8414.5714.57757.900 A7-41改性沥青防水卷材屋面满铺100M21.098308.881992.410.0046.0346.032393.342 A8-230天棚板面上铺放聚苯乙烯泡沫板(30mm)100M21.09879.201348.950.0028.5628.561485.279 B1-19水泥砂浆砼或硬基层上厚度20mm100M21.098343.20364.7120.8414.5714.57757.900 A7B-2彩色水泥瓦屋面基层砂浆条100M21.098558.802597.704.9063.2363.233287.85639010702002001屋面涂膜防水不上人屋面（梯间顶及3.4M层屋面） 详见建施10大样1M284.6528.5696.410.740.000.00125.696 B1-19换水泥砂浆砼或硬基层上厚度20mm 换:水泥砂浆 1:2.5100M20.847343.20414.0420.840.000.00778.076 A8-212屋面保温现浇水泥珍珠岩10M30.765316.361462.320.000.000.001778.679 B1-19换水泥砂浆砼或硬基层上厚度20mm 换:水泥砂浆 1:2.5100M20.847343.20414.0420.840.000.00778.076 WBA7-20刷聚氨脂防水涂料|三涂|2mm100m21.135308.002404.800.000.000.002712.800 A7-73聚氯乙烯防水卷材屋面100M21.135748.002858.700.000.000.003606.703 B1-19换水泥砂浆砼或硬基层上厚度20mm 换:水泥砂浆 1:4100M20.847343.20303.2620.840.000.00667.300 B1-21换水泥砂浆厚度每增减5mm 换:水泥砂浆 1:4100M20.847124.08129.6311.030.000.00264.73640010702004001屋面排水管M96.13.9026.360.000.810.8141.873分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计 A7-106塑料(PVC)落水管100mm10M9.695.48214.150.006.196.19322.013 A7-108塑料雨水口方形(接口直径)100mm10个1.142.12184.130.006.536.53339.302 A7-110塑料水斗方形(接口直径)100mm10个1.117.92202.800.006.416.41333.552 A7-112塑料弯头100mm10个1.157.5288.250.004.924.92255.60141010703004001变形缝变形缝部位:地面；参98ZJ111-11-4M6.5210.9544.920.001.121.1258.105 A7-184建筑油膏100M0.065244.6456.140.006.026.02312.815 A7-178油浸麻丝平面100M0.065330.88583.780.0018.2918.29951.249 A7B-49楼面变形缝缝宽150MM以内钢板=5100M0.065519.643851.920.0087.4387.434546.42442010703004002变形缝变形缝部位:外墙；参98ZJ111-4-1M7.44.925.840.000.220.2211.192 A7-179油浸麻丝立面100M0.074492.36583.780.0021.5221.521119.18843010703004003变形缝变形缝部位:屋面；参98ZJ111-17-20M14.4812.7625.780.000.770.7740.081 A7-178油浸麻丝平面100M0.145330.88583.78