运动场改造工程预算、设计、施工方案

工程合理定价工程名称：运动场改造工程序号工 程 项 目 名 称金 额（万元）一武汉市吴家山第四小学运动场改造124二武汉市吴家山第四小学运动场改造教育局打包项目41小 计165三预 留 金10合 计175 单位工程费汇总表工程名称：运动场改造序号项目名称计费基础金额（元）一分部分项工程量清单计价合计一般项目1097331.47二措施项目清单计价合计施工技术措施费+施工组织措施费13716.64三其他项目清单计价合计其他项目四人工费人工费57202.47五深基坑支护费六规费1+2+3+4+555552.411养老保险统筹基金(一+二+三)*2.91%32331.502待业保险基金(一+二+三)*0.42%4666.403医疗保险费(一+二+三)*1.50%16665.724定额测定费(一+二+三)*0.13%1444.365工程排污费(一+二+三)*0.04%444.42七安全防护费(一+二+三+五+六)*1%11666.01八文明施工与环境保护费(一+二+三+五+六)*1.35%15749.11九工程意外伤害保险费(一+二+三+五+六+七+八)*0.05%597.01十建设施工安全技术服务费(一+二+三+五+六+七+八)*0.15%1791.02十一税金(一+二+三+五+六+七+八+九+十) *3.6914%44164.04十二合计一+二+三+五+六+七+八+九+十+十一1240567.71分部分项工程量清单计价表工程名称：运动场改造序号项目编码工程项目名称计量单位工程数量金 额（元）综合单价合价D.1 土石方工程18099.851040101001001挖路基土方M31047.893.6243797.782040101002001挖沟槽土方（管道）M328.0816.474462.583040103001002沟槽土方回填M328.088.103227.544040103002002余方弃置废弃料的品种:土；运距投标人自行考虑M31047.8912.9913611.95D.2 道路工程988036.66504020201000110CM厚碎石基层M21282.310.42413367.176040202014001100厚6%水泥稳定石屑M21242.317.40621623.687040202014002120厚6%水泥稳定石屑M2334420.02666966.718040203005001100厚C25商品砼运动场面层(内配8350单层双向钢筋)M21242.348.83660668.66904020300500260厚C25商品砼运动场外硬化地面M24023.015920.6110040203004003沥青混凝土喷洒乳化沥青一道，5CM厚中粒式改性沥青砼,3CM厚细粒式改性沥青砼M2334454.541182383.5911040204003003安砌站石预制C25站石M29520.6376087.8412040204003002接草地边石M84.4429.1432460.861304020300700113厚混合型塑胶面层M23344140.681470436.601404020300700210厚透气型塑胶面层M21490.8109.418163120.95D.5 市政管网工程91194.9715040501002001混凝土管道铺设DN400平接式钢筋砼圆管雨水管,120度管道基础（商品砼）,钢丝网水泥砂抹带接口,管道闭水试验M2491.1132186.7016040504003002沉砂井座6505.8513035.1117040506001001砖砌内环沟M295.73290.71585973.16合 计1097331.47分部分项工程量综合单价计算表工程名称：运动场改造序号项目编码工程项目名称单位数量综合单价（元）人工费材料费机械使用费管理费利润小计1040101001001挖路基土方M31047.890.483.010.070.073.624 D1-22机械挖路槽土方 100M310.47947.52300.966.976.97362.4212040101002001挖沟槽土方（管道）M328.0815.840.320.3216.474 D1-178人工挖沟槽土方 100M30.2811584.0031.6831.681647.3603040103001002沟槽土方回填M328.086.071.720.160.168.103 D1-288机械填土夯实|槽、坑|(100M3)100M30.281607.20171.9715.5815.58810.3364040103002002余方弃置废弃料的品种:土；运距投标人自行考虑M31047.890.260.0312.200.250.2512.990 D1-389自卸汽车运土方(载重6t以内)|运距(5km以内)1000M31.04825.4911209.28224.70224.7011684.166 D1-364装载机装松散土|1M31000M31.048264.00991.4825.1125.111305.700504020201000110CM厚碎石基层M21282.31.316.542.170.200.2010.424 D2-78路床(槽)整形 路床碾压检验100M212.82315.8488.822.092.09108.842 D2-256碎石底层 人机配合 厚度(10cm)100M212.823115.28654.29128.1117.9517.95933.5956040202014001100厚6%水泥稳定石屑M21242.32.2510.294.190.330.3317.406 D2-309换(+(D2-311)*-5)水泥、石屑基层(拌合机拌合) 水泥:石屑 (6:94)|厚度(10cm)100M212.423155.321026.25315.3229.9429.941556.762 D2-509多合土运输|运距200米10M312.42366.4492.013.173.17164.788 D2-323多合土养生 洒水车洒水100M212.4233.083.1412.110.370.3719.0667040202014002120厚6%水泥稳定石屑M233442.5312.354.380.390.3920.026 D2-309换(+(D2-311)*-3)水泥、石屑基层(拌合机拌合) 水泥:石屑 (6:94)|厚度(12cm)100M233.44170.281231.50315.3234.3434.341785.781 D2-509多合土运输|运距200米10M340.12866.4492.013.173.17164.788 D2-323多合土养生 洒水车洒水100M233.443.083.1412.110.370.3719.0668040203005001100厚C25商品砼运动场面层(内配8350单层双向钢筋)M21242.39.6936.271.000.940.9448.836 D10-1水泥混凝土路面 厚度(15cm)100M212.423746.55117.1017.2717.27898.192 主材(无组成)商品混凝土路面C25立方米190.072247.004.944.94256.880 D10-1水泥混凝土路面 厚度(15cm)100M212.423746.55117.1017.2717.27898.192 主材(无组成)商品混凝土路面C25立方米190.072247.004.944.94256.880 D10-3水泥混凝土路面 厚度(20cm)100M2-12.423851.18152.3620.0720.071043.676 主材(无组成)商品混凝土路面C25立方米-253.429247.004.944.94256.880 D2-426水泥混凝土路面 草袋|养生100M212.43350.6062.802.272.27117.933 D2-422换(+(D2-423)*-1)机械切缝、人工填灌缝 锯缝机切缝|缝宽6mm 缝深(4cm)100M3.65176.44280.48320.2015.5415.54808.205 D2-424换(+(D2-425)*-1)机械切缝、人工填灌缝 人工填灌缝塑料|油 膏|缝宽6mm 缝深(4cm)100M3.65151.3662.484.284.28222.397 D7-8水泥路面钢筋制作、安装 钢筋网T2.944760.763637.2923.9788.4488.444598.904904020300500260厚C25商品砼运动场外硬化地面M2405.8716.260.440.4423.015 D10-1水泥混凝土路面 厚度(15cm)100M20.4746.55117.1017.2717.27898.192 主材(无组成)商品混凝土路面C25立方米6.12247.004.944.94256.880 D10-1水泥混凝土路面 厚度(15cm)100M20.4746.55117.1017.2717.27898.192 主材(无组成)商品混凝土路面C25立方米6.12247.004.944.94256.880 D10-5水泥混凝土路面 厚度(24cm)100M2-0.4956.78182.5522.7922.791184.904 主材(无组成)商品混凝土路面抗折45#立方米-9.792247.004.944.94256.880 D2-426水泥混凝土路面 草袋|养生100M20.450.6062.802.272.27117.93310040203004003沥青混凝土喷洒乳化沥青一道，5CM厚中粒式改性沥青砼,3CM厚细粒式改性沥青砼M233442.0543.387.011.051.0554.541 D2-341喷洒乳化沥青|喷油量(kg/M2)100M233.443.52183.7121.534.184.18217.104 D2-393中粒式 机械摊铺|厚度(5cm)100M233.44106.482544.18147.9355.9755.972910.531 D2-400细粒式 机械摊铺|厚度(3cm)100M233.4495.481610.11128.2136.6836.681907.149 D2-507换(+(D2-508)*5)沥青混凝土运输(运距2000米以上) 沥青混凝土、黑色碎石|运输10000米10M326.752503.9310.0810.08524.08911040204003003安砌站石预制C25站石M2954.1415.700.400.4020.637 D2-483站卧石安砌 C25混凝土预制构件|站石100M2.95414.041570.2639.6939.692063.67412040204003002接草地边石M84.444.7023.320.560.5629.143 D2-482接草地边石100M0.844470.362331.8856.0456.042914.3341304020300700113厚混合型塑胶面层M23344135.272.712.71140.681 (估）13厚混合型塑胶面层平米3344135.272.712.71140.6811404020300700210厚透气型塑胶面层M21490.8105.212.102.10109.418 (估)10厚透气型塑胶面层平米1490.8105.212.102.10109.41815040501002001混凝土管道铺设DN400平接式钢筋砼圆管雨水管,120度管道基础（商品砼）,钢丝网水泥砂抹带接口,管道闭水试验M2417.1668.182.271.751.7591.113 D5-2589换管道闭水试验 管径(400mm以内) 换:灰砂砖24011553mm100M0.2481.4086.433.363.36174.543 D10-118平接(企口)式管道基础(120) 管径(400mm以内)100M0.24814.042402.4064.3364.333345.099 D5-98平接(企口)式(3002400) 人机配合下管 管径 400mm以内100M0.24447.484182.68226.6097.1497.145051.034 D5-186平(企)口钢丝网水泥砂浆接口(120管基) 管径400mm以内10个口189.5435.212.502.50129.74116040504003002沉砂井座6136.36347.222.829.739.73505.851 D5-1696换砖砌雨水进水井 单平箅(680380)|井深(1m) 换:灰砂砖24011553mm座6136.36347.222.829.739.73505.85117040506001001砖砌内环沟M295.7370.61178.0530.885.595.59290.715 D1-190挖掘机挖沟槽土方 一、二类土1000M30.299498.962236.6454.7154.712845.020 D1-178换人工挖沟槽土方 一、二类土(深度在2m以内)100M30.3322376.0047.5247.522471.040 D3-219换基础 垫层|混凝土 换:商品混凝土C15碎石20mm (坍落度160-180)10M33.076582.122247.47248.0261.5561.553200.711 D3-393换砖砌体 挡墙 换:灰砂砖24011553mm10M313.343683.321609.94181.3349.4949.492573.574 D3-485水泥砂浆抹面 墙面|无嵌线100M26.506667.04571.0360.6125.9725.971350.629 D3-264矩形板10M31.423808.722274.05289.3867.4467.443507.030 D3-294平板拖车场外运输 构件重量|10t以内|1km10M31.42380.9642.79771.6417.9117.91931.202 D3-321矩形板安装| 起重机10M31.423213.8468.15151.558.678.67450.884 D9-73板模板 矩形板10M29.48597.6886.871.363.723.72193.352 D7-9桥涵护岸工程钢筋制作、安装 预制混凝土|10mm|以内T1.307906.843622.2656.9691.7291.724769.499 (估)U型膨胀螺栓套15020.040.400.4020.842 (估)50PPR管安装M295.7328.060.560.5629.178 D1-278人工填土夯实|槽、坑100M30.581745.923.2934.9834.981819.181 D1-389自卸汽车运土方(载重6t以内)|运距(5km以内)1000M30.27425.4911209.28224.70224.7011684.166 (估)DN50阀门个450.101.001.0052.104 (估)DN40阀门个240.080.800.8041.683措施项目清单计价表工程名称：运动场改造序号项目名称金 额（元）1.1临时设施3291.9941.2夜间施工1097.3311.3二次搬运548.6661.4冬雨季施工2194.6631.5生产工具用具使用5486.6571.6工程定位、点交、场地清理1097.331小 计13716.643主要材料价格表工程名称：运动场改造材料编码材料名称、规格、型号等特殊要求单位单价（元）100000000001综合工日工日44.00300000000012商品混凝土C15碎石20mm (坍落度160-180)立方米220.00300091000002商品混凝土C15 碎石20mm立方米220.00400111200010水泥综合千克0.33400111200014水泥吨330.00400501010001灰砂砖24011553mm千块230.00400505010005中粗砂立方米50.00400507010004碎石15mm立方米49.00400507010007碎石40mm立方米49.00400507010009碎石60mm立方米49.00400507010026石粉千克0.20400507010027石粉吨200.00400507090004石屑立方米39.60400507250002站石1001230cm米14.50400507250004高站石1001245cm米21.52400507890004青石2-5mm立方米70.00400507890005青石5-15mm立方米70.00400507890006青石15-25mm立方米70.00403504010032铸铁平蓖套192.55420303260001板方材(板枋材)立方米1350.00420511170229枋木（工程用）立方米1700.00430105010069圆钢(钢筋)10以内吨3500.00430105010088钢筋10以外吨3500.00600000002072(无组成)商品混凝土路面C25立方米247.00600000002072(无组成)商品混凝土路面抗折45#立方米247.00单位工程费汇总表工程名称：运动场改造教育局打包项目序号名称计费基础金额一分部分项工程量清单计价合计一般项目365457.53二措施项目清单计价合计施工技术措施费+施工组织措施费4566.29三其他项目清单计价合计其他项目四人工费人工费32994.63五深基坑支护费六规费1+2+3+4+518501.191养老保险统筹基金(一+二+三)*2.91%10767.692待业保险基金(一+二+三)*0.42%1554.103医疗保险费(一+二+三)*1.50%5550.364定额测定费(一+二+三)*0.13%481.035工程排污费(一+二+三)*0.04%148.01七安全防护费(一+二+三+五+六)*1%3885.25八文明施工与环境保护费(一+二+三+五+六)*1.35%5245.09九工程意外伤害保险费(一+二+三+五+六+七+八)*0.05%198.83十建设施工安全技术服务费(一+二+三+五+六+七+八)*0.15%596.48十一税金(一+二+三+五+六+七+八+九+十) *3.6914%14708.41十二合计一+二+三+五+六+七+八+九+十+十一413159.07分部分项工程量清单计价表工程名称：运动场改造教育局打包项目序号项目编码工程项目名称计量单位工程数量金额（元）综合单价合价D.1 土石方工程4878.481040101001001（网球场部分） 挖一般土方M3161.98.791423.182040103002001（网球场部分）余方弃置运距:投标人自定；M3161.914.2542307.753040101002001（篮球场部分）挖站石土方M39.716.474159.794040101006001（篮球场部分）挖淤泥M333.814.218480.565010101003001挖围墙基础土方M328.3517.891507.20D.2 道路工程325223.646040204001001（网球场部分）人行道块料铺设(含整形碾压）特征:水泥砂浆铺人行道水泥花砖;10CM厚C15砼基础；M2462.561.88128620.127040202010001（网球场部分）碎石基层(含路床整形，工程量计至站石外)厚度:10CM；M2462.511.8875497.698040801006001（网球场部分）拆除砖砌矮墙M312.1849.238599.729040202014001（器械区部分）6:94水泥稳定碎石基层厚度:5CM；M210810.9131178.5610040203005001（器械区部分）10CM厚C30水泥混凝土路面M210848.6625255.4811040202014002（器械区部分）6:94水泥稳定碎石基层厚度:10CM；M222817.133905.7412040202012001（器械区部分）毛渣基层厚度:20CM；M222813.3833051.2513040204001002（器械区部分）人行道块料铺设(含整形碾压）特征:水泥砂浆铺人行道水泥花砖；M222835.6878136.7514040203005002（篮球场部分）10CM厚C30水泥混凝土路面M21216.853.87365552.2215040204003001（篮球场部分）安砌砼站石（100*45*12CM高站石、10*15CM砼垫层）M140.432.7764601.7816040203007001（篮球场部分）整体面层 5mm厚弹性纯PU球场地面 M21216.8125.05152160.3517040506012001（篮球场部分）现浇混凝土板M352.65298.46615714.2118040203007001（篮球场部分）铺设25mm地保垫M249562.52530949.78D.3其他部分35355.4119040801006001（围墙拆建部分）拆除砖砌围墙M343.249.2382127.0720010301001001（围墙拆建部分）围墙砖基础M328.35218.1176183.6221010302001001（围墙拆建部分）实心砖墙M34.32238.9691032.3422010302005001（围墙拆建部分）实心砖柱M38.4278.6542340.7023020201001001（围墙拆建部分）墙面一般抹灰M21911.945226.9624020202001001（围墙拆建部分）柱面一般抹灰M28513.7141165.6825020406009001（围墙拆建部分）围墙金属格栅窗M2220.593.9120707.0526020506001001（乒乓球台）抹灰面油漆翻新M231.216.997530.3227020505001001（乒乓球台）运动器械油漆翻新项11041.6641041.66合 计365457.53措施项目清单计价表工程名称：运动场改造教育局打包项目序号项目名称金 额（元）1.1临时设施1095.9101.2夜间施工365.3031.3二次搬运182.6521.4冬雨季施工730.6071.5生产工具用具使用1826.5171.6工程定位、点交、场地清理365.303小 计4566.292分部分项工程量综合单价计算表工程名称：运动场改造教育局打包项目序号项目编码工程项目名称单位数量综合单价（元）人工费材料费机械使用费管理费利润小计1040101001001（网球场部分） 挖一般土方M3161.98.450.170.178.790D1-1人工挖土方 一、二类土100M31.619845.2416.9016.90879.0502040103002001（网球场部分）余方弃置运距:投标人自定；M3161.90.260.0313.420.270.2714.254D1-364装载机装松散土|1M31000M30.162264.00991.4825.1125.111305.700D1-399自卸汽车运土方(载重8t以内)|运距(5km以内)1000M30.16225.4912424.97249.01249.0112948.4753040101002001（篮球场部分）挖站石土方M39.715.840.320.3216.474D1-178人工挖沟槽土方 一、二类土(深度在2m以内)100M30.0971584.0031.6831.681647.3604040101006001（篮球场部分）挖淤泥M333.813.670.270.2714.218D1-223人工挖运淤泥、流砂 人工运|运距20m以内100M30.3381367.0827.3427.341421.7635010101003001挖围墙基础土方M328.3517.120.090.340.3417.891A1-15人工挖沟槽一、二类土深度(4m以内)100M30.0741914.881.7238.3338.331993.268A1-23人工挖基坑一、二类土深度(2m以内)100M30.211640.3211.2133.0333.031717.5876040204001001（网球场部分）人行道块料铺设(含整形碾压）特征:水泥砂浆铺人行道水泥花砖;10CM厚C15砼基础；M2462.59.3250.080.101.191.1961.881D2-433人行道及边沟整形 人行道整形碾压|(100M2)100M24.62575.689.871.711.7188.973D10-9混凝土|垫层10M34.625271.172247.4750.3750.372619.386D2-453异型彩色花砖安砌 普通型砖|(1:3)|水泥砂浆10M246.2558.52276.076.696.69347.9787040202010001（网球场部分）碎石基层(含路床整形，工程量计至站石外)厚度:10CM；M2462.52.906.541.660.440.3311.887D2-78路床(槽)整形 路床碾压检验100M24.62515.8488.824.193.14111.981D2-252碎石底层 人工铺装|厚度(10cm)100M24.625274.56654.2977.4140.2530.191076.7088040801006001（网球场部分）拆除砖砌矮墙M312.1847.340.950.9549.238D8-81拆除砖砌矮墙10M31.218473.449.479.47492.3789040202014001（器械区部分）6:94水泥稳定碎石基层厚度:5CM；M21081.295.233.980.210.2110.913D2-309换(+(D2-311)*-10)水泥、石屑基层(拌合机拌合) 水泥:石屑 (6:94)|厚度(5cm)100M21.08117.92513.13315.3218.9318.93984.215D2-323换多合土养生 洒水车洒水100M21.089.249.4136.341.101.1057.198DB-324多合土装卸机装、自卸汽车运输 运距1km100M30.05632.56891.7818.4918.49961.31510040203005001（器械区部分）10CM厚C30水泥混凝土路面M21086.1839.950.670.940.9448.662D10-1换水泥混凝土路面 厚度(10cm)100M21.08497.9580.6211.5711.57601.711主材(无组成)商品混凝土路面抗折45#立方米16.524247.004.944.94256.880D2-426水泥混凝土路面 草袋|养生100M21.0850.6062.802.272.27117.933D2-422机械切缝、人工填灌缝 锯缝机切缝|缝宽6mm 缝深(5cm)100M0.18224.84353.79401.8219.6119.611019.673D2-424机械切缝、人工填灌缝 人工填灌缝塑料|油 膏|缝宽6mm 缝深(5cm)100M0.18189.2078.105.355.35277.99611040202014002（器械区部分）6:94水泥稳定碎石基层厚度:10CM；M22281.6810.364.440.330.3317.130D2-309换(+(D2-311)*-5)水泥、石屑基层(拌合机拌合) 水泥:石屑 (6:94)|厚度(10cm)100M22.28155.321026.25315.3229.9429.941556.762D2-323换多合土养生 洒水车洒水100M22.289.249.4136.341.101.1057.198DB-324多合土装卸机装、自卸汽车运输 运距1km100M30.23532.56891.7818.4918.49961.31512040202012001（器械区部分）毛渣基层厚度:20CM；M22280.6710.651.550.260.2613.383D2-289换山皮石底层 人机配合 |厚度(20cm) 换:毛渣100M22.2867.321064.58154.9025.7425.741338.26913040204001002（器械区部分）人行道块料铺设(含整形碾压）特征:水泥砂浆铺人行道水泥花砖；M22286.6127.610.100.690.6935.687D2-433人行道及边沟整形 人行道整形碾压|(100M2)100M22.2875.689.871.711.7188.973D2-453异型彩色花砖安砌 普通型砖|(1:3)|水泥砂浆10M222.858.52276.076.696.69347.97814040203005002（篮球场部分）10CM厚C30水泥混凝土路面M21216.89.3841.061.371.041.0453.873D10-1水泥混凝土路面 厚度(15cm)100M212.168746.55117.1017.2717.27898.192主材(无组成)商品混凝土路面抗折45#立方米186.17247.004.944.94256.880D2-426水泥混凝土路面 草袋|养生100M212.16850.6062.802.272.27117.933D2-422机械切缝、人工填灌缝 锯缝机切缝|缝宽6mm 缝深(5cm)100M4.134224.84353.79401.8219.6119.611019.673D2-424机械切缝、人工填灌缝 人工填灌缝塑料|油 膏|缝宽6mm 缝深(5cm)100M4.134189.2078.105.355.35277.99615040204003001（篮球场部分）安砌砼站石（100*45*12CM高站石、10*15CM砼垫层）M140.45.7125.810.630.6332.776D2-467侧缘石垫层 人工铺装(垫层)|混凝土M32.167.32166.224.674.67242.881D2-482站卧石安砌 C25混凝土预制构件|高站石100M1.404470.362331.8856.0456.042914.33416040203007001（篮球场部分）整体面层 5mm厚弹性纯PU球场地面 M21216.8120.242.402.40125.050(估)5mm厚弹性纯PU球场地面M21216.8120.242.402.40125.05017040506012001（篮球场部分）现浇混凝土板M352.6529.15257.845.745.74298.466D10-559板 平板、走道板|厚8cm以内10M35.265291.462578.4157.4057.402984.65618040203007001（篮球场部分）铺设25mm地保垫M249560.121.201.2062.525(估)铺设25mm地保垫平米49560.121.201.2062.52519040801006001（围墙拆建部分）拆除砖