表2-1 分部分项清单综合单价分析表-1 RPT.xls

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1、表表2-12-1 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称:佛堂-土建清单号:第1页 共6页序号编码名称计量单位数量综合单价(元)合计(元)人工费材料费机械费管理费利润风险费用小计一、土石方工程1010101001001平整场地m2579.43.480.80.34.582653.651-15人工土方 平整场地100m28.0773249.457.3621.2327.962649.032010101002001挖一般土方m33692.44.940.2910.393.8459.42219402.411-35换机械土方1000m33.69244623.67484.25

2、2784.811029.1715921.8358789.771-67换机械土方 自卸汽车运土1000m以内 实际运距(m):200001000m33.6924278.432810.317610.42812.5443511.65160662.423010103001001回填方m3923.467.770.451.890.710.819982.61-18人工土方 就地回填土 夯实100m39.2346777.245.36189.1969.921081.679988.794010103002001余方弃置m32768.940.2832.817.612.8143.51120476.581-67换机械土

3、方 自卸汽车运土1000m以内 实际运距(m):200001000m32.76894278.432810.317610.42812.5443511.65120481.15混凝土及钢筋工程5010504001001直形墙m3158.7367.22297.327.2817.146.33395.2962744.384-5换现浇现拌混凝土 建筑物混凝土 混凝土及钢筋混凝土挡土墙、地下室墙(直、弧形)换为【防水混凝土碎石(最大粒径:20mm)混凝土强度等级C30/P8】10m315.873672.212973.2372.8171.3563.333952.9262744.76010501001001垫层m

4、369.0758.97236.855.2414.775.46321.2922191.54-1换现浇现拌混凝土 建筑物混凝土 垫层 换为【现浇现拌混凝土碎石(最大粒径:20mm)混凝土强度等级 C15】10m36.907589.682368.4652.39147.6854.583212.7922190.747010501004001满堂基础m3492.0650.84299.674.4112.714.7372.33183208.74-4换现浇现拌混凝土 建筑物混凝土 地10m349.206508.412996.6944.11127.0846.963723.25183206.24表表2-12-1 分

5、分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称:佛堂-土建清单号:第2页 共6页序号编码名称计量单位数量综合单价(元)合计(元)人工费材料费机械费管理费利润风险费用小计下室底板、满堂基础 换为【防水混凝土碎石(最大粒径:20mm)混凝土强度等级 C30/P8】8010502001001矩形柱m389.72106.6273.967.2826.199.68423.7138015.264-7换现浇现拌混凝土 建筑物混凝土 矩形柱、异形柱、圆形柱 换为【现浇现拌混凝土碎石(最大粒径:20mm)混凝土强度等级 C30】10m38.9721065.962739.5972.8261.

6、9196.794237.0538014.819010503001001基础梁m369.946.75276.137.2812.434.59347.1824267.884-10换现浇现拌混凝土 建筑物混凝土 基础梁换为【现浇现拌混凝土碎石(最大粒径:20mm)混凝土强度等级 C30】10m36.99467.462761.2872.8124.2645.923471.7224267.3210010503002001矩形梁m3165.3672.76277.087.2818.416.8382.3363222.094-11换现浇现拌混凝土 建筑物混凝土 单梁、连续梁、异形梁、弧形梁、吊车梁 换为【现浇现拌混

7、凝土碎石(最大粒径:20mm)混凝土强度等级 C30】10m316.536727.652770.8272.8184.168.043823.4163223.9111010503005001过梁m313.67120.02268.2611.0330.1411.14440.596022.874-12换现浇现拌混凝土 建筑物混凝土 圈、过梁、拱形梁 换为【现浇现拌混凝土碎石(最大粒径:20mm)混凝土强度等级C25】10m31.3671200.152682.57110.32301.41111.394405.846022.7812010505001001有梁板m3152.7260.35287.367.87

8、15.695.8377.0757586.134-14换现浇现拌混凝土 建筑物混凝土 板 换为【现浇现拌混凝土碎石(最大粒径:20mm)混凝土强度等级 C30】10m315.272603.542873.5778.67156.9157.993770.6857585.8213010506001001直形楼梯m288.4625.4567.412.66.452.38104.299225.49表表2-12-1 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称:佛堂-土建清单号:第3页 共6页序号编码名称计量单位数量综合单价(元)合计(元)人工费材料费机械费管理费利润风险费用小计4-

9、22换现浇现拌混凝土 建筑物混凝土 楼梯直形 换为【现浇现拌混凝土碎石(最大粒径:20mm)混凝土强度等级 C30】10m28.846254.52674.0626.0464.5323.8510439226.3814010512001001预制园孔板m31.62132.3388.371.630.811.38564.45914.414-281预制、预应力构件混凝土浇捣 平板10m30.16213233883.6915.99307.97113.815644.46914.415010515001001现浇构件钢筋t29.82650.164027.5752.43161.659.724951.481476

10、53.134-416普通钢筋制作安装 现浇构件 圆钢t29.82650.164027.5752.43161.659.724951.48147653.1316010515001002现浇构件钢筋t169.7323.194112.280.2792.834.294642.75787874.684-417普通钢筋制作安装 现浇构件 螺纹钢t169.7323.194112.280.2792.834.294642.75787874.6817010503004001圈梁m35.12140.49332.4414.9335.7513.21536.822748.52借4-136换现浇现拌砼圈、过梁、拱形梁浇捣 换

11、为【现浇现拌混凝土C25(16)】10m30.5121404.93324.4149.28357.46132.115368.152748.4918010502002001构造柱m322.77159.39324.6414.9340.0914.82553.8712611.62借4-132换现浇现拌砼构造柱浇捣 换为【现浇现拌混凝土C25(16)】10m32.2771593.93246.44149.28400.93148.175538.7212611.67措施项目19011701001001综合脚手架m25616.2710.610.771.620.619.8711147.0716-3综合脚手架 建筑物

12、檐高13m以内层高6m以内100m25.61626.851060.9877.27161.9559.851986.911146.5120011701002001外墙脚手架m210484.510.880.871.240.4617.9518811.616-30单项脚手架 外墙脚手架 高度13m以内100m210.48450.451087.8387.35123.6945.711795.0318811.9121011701003001内墙脚手架m228691.210.450.170.320.122.276512.6316-38单项脚手架 内墙脚手架 高度3.6m以100m228.69120.9644.5

13、116.831.6811.71225.666474.19表表2-12-1 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称:佛堂-土建清单号:第4页 共6页序号编码名称计量单位数量综合单价(元)合计(元)人工费材料费机械费管理费利润风险费用小计内22011703001001垂直运输m256110.942.520.9314.398072.7917-4建筑物垂直运输 建筑物檐高20m以内100m25.611094.1251.64931438.748071.3323011704001001超高施工增加m23521.490.340.131.96689.9217-23层高超过3.

14、6m每增加1m 建筑物檐高20m以内100m23.52149.2834.3312.69196.3690.9824011702001001基础垫层模板m211.6916.8517.460.864.071.5140.75476.374-135基础模板 基础垫层100m20.11691685.251745.7385.51407.27150.514074.27476.2825011702001002基础模板m210915.6912.060.623.751.3933.513652.594-145基础模板 地下室底板、满堂基础 有梁式 复合木模100m21.091568.71206.4962.33375.

15、14138.643351.33652.9226011702002001矩形柱模板m2760.217.6916.981.394.391.6242.0731981.614-156建筑物模板 矩形柱 复合木模100m27.60217641694.44138.54437.58161.724196.2831900.124-160建筑物模板 柱支模超高每增加1m100m20.302122.8592.636.3629.7210.98262.5479.2927011702005001基础梁模板m2257.4215.3320.321.783.941.4542.8211022.724-162建筑物模板 基础梁 复

16、合木模100m22.57421533.422032.1178.47393.73145.514283.2311025.8928011702006001矩形梁模板m21357.4222.6621.262.115.72.1153.8473083.494-165建筑物模板 矩形梁 复合木模100m213.57422201.852080.09204.84553.54204.575244.8971195.194-172建筑物模板 梁支模超高每增加1m100m24.206207.9148.9418.7652.1319.274471880.0829011702014001有梁板模板m2209813.120.7

17、11.323.321.2339.6883248.644-176建筑物模板 无梁板 复合木模100m220.981152.91898.23109.65290.39107.323558.4974657.124-180建筑物模板 板支模超高每增加1m100m220.98157.5172.8822.3241.3615.28409.348587.9530011702024001楼梯模板m288.4659.8566.563.7714.635.41150.2213288.46表表2-12-1 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称:佛堂-土建清单号:第5页 共6页序号编码名

18、称计量单位数量综合单价(元)合计(元)人工费材料费机械费管理费利润风险费用小计4-189建筑物模板 楼梯 直形10m2(投影面积)8.846598.5665.6137.74146.3454.081502.2713289.0831011702008001圈梁m2107.2422.1112.050.625.231.9341.944497.65借4-36现浇砼直形圈过梁 复合木模100m21.07242211.31205.3361.56522.76193.194194.144497.832011702003001构造柱m2426.1319.5914.831.754.911.8142.8918276.

19、72借4-22现浇砼矩形柱 复合木模100m24.26131959.31483.47174.89490.86181.414289.9318280.68装饰工程33010901001001瓦屋面m2539.616.55112.523.811.41134.2972462.887-11瓦屋面 釉面琉璃瓦 屋面基层 杉木条100m25.396466.27609.06107.2339.638222.1244366.5612-5512厚花岗岩天花板100m25.3961058.942631243.5690.014023.5121710.865-750*70杉木椽子m30.6206.462369.6847.

20、4917.552641.181584.715-13150杉木桁梁100m25.396106.56748.5424.519.06888.674795.2634011201001001外墙粉刷m2105830.5847.370.237.092.6287.8992987.6211-1换墙面抹灰 一般抹灰 石灰砂浆 18+2100m210.58384.06499.623.0393.6334.61034.9210949.4514-159涂料 普通腻子 抹灰面100m210.58503.2169.21115.7442.77830.928791.1314-159涂料 普通腻子 抹灰面100m210.5850

21、3.2169.21115.7442.77830.928791.1314-168橙色外墙涂料100m210.581667.963899.21383.63141.786092.5864459.535011201001004卫生间墙面m2347.3237.5311.040.358.713.2260.8521134.4211-1换墙面抹灰 一般抹灰 石灰砂浆 18+2 换为【混合砂浆1:1:6】100m23.47321107.78547.8523.03260.0996.122034.877067.5111-56墙面镶贴石材、块料 瓷砖(水泥砂浆粘贴)周长1200mm 以上100m23.47322644

22、.76555.9211.81611.01225.814049.3114064.0636011106007001硬木楼梯m288.4649402.7111.274.17467.1541324.09表表2-12-1 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称:佛堂-土建清单号:第6页 共6页序号编码名称计量单位数量综合单价(元)合计(元)人工费材料费机械费管理费利润风险费用小计10-83楼梯装饰 木板楼梯面100m20.88464900.2840270.671127.06416.5246714.5341323.6737011107003001拼碎块料台阶面m24.53

23、164.480.812.7738.4514.21300.641361.910-122快石台阶面10m30.113256097.6860.2229.521409.24520.818917.391009.89借2-26弹软土基处理 塘渣10m30.135924.57918.943.0615.555.751007.83136.9610-1换整体面层 水泥砂浆找平层 20厚 实际厚度(mm):25 换为【水泥砂浆 1:2】100m20.0453532.8718.8121.84127.5747.141448.1665.64-1换现浇现拌混凝土 建筑物混凝土 垫层 换为【现浇现拌混凝土碎石(最大粒径:20

24、mm)混凝土强度等级C20】10m30.0453589.682455.1452.39147.6854.583299.47149.4738011702029001散水m278.0612.2327.140.472.921.0843.843422.151-15素土夯实100m20.7806249.457.3621.2327.96256.013-9砂石垫层 碎石垫层 干铺10m30.62448289.81066.729.0768.7425.41459.73911.574-2现浇现拌混凝土 建筑物混凝土 毛石混凝土基础10m30.46836434.72127.0236.35108.3440.042746.451286.3310-1换整体面层 水泥砂浆找平层 20厚 换为【水泥砂浆 1:2】100m20.7806481584.2917.71114.742.391240.09968.0139补屋面轻钢采光雨蓬m2124.245045055890补子目1轻钢采光雨篷m2124.245045055890合 计2344147.22