武汉市某道路排水工程投标报价书

单位工程汇总表工程名称:xx五路（xx路~xx一路）道路排水工程序号汇总内容金额(元)其中：暂估价（元）一分部分项工程1703777.640.1.1D.1土石方工程74997.280.1.2D.2道路工程1111901.290.1.3D.5市政管网工程332637.610.1.4D.8拆除工程184241.470.二措施项目352092.812.1安全文明施工费53350.18三其他项目720000.3.1暂列金额230000.3.2专业工程暂估价490000.3.3计日工0.3.4总承包服务费0.四甲供材料0.五规费122367.71六建设施工安全技术服务费2613.89七税金80503.97八单列项目(不计造价)0.8.1人工费225001.148.2安全防护费(直接费)16686.078.3安全防护费(市政工程人机部分)99.468.4文明施工与环境保护费(直接费)23175.18.5文明施工与环境保护费(市政工程人机部分)198.928.6临时设施费(直接费)12978.068.7临时设施费(人机部分)212.57本页小计2981356.01合计2981356.01分部分项工程量清单与计价表工程名称:xx五路（xx路~xx一路）道路排水工程序号项目编码项目名称项目特征描述计量单位工程量金额（元）综合单价合价其中：暂估价D.1土石方工程0.11道路路基土方开挖并弃运土壤类别:三类土；土方弃运至弃土场；详见设计图；M3590.38.91322958.790.21挖沟槽土方运至现场堆置处土壤类别:三类土；挖土深度:4米内；土方现场堆置；详见设计图；M31003.6.9877008.230.32挖沟槽土方并弃运土壤类别:三类土；挖土深度:4米内；土方弃运至弃土场；详见设计图；M3821.41.69734232.980.43挖路面雨水管沟槽土方土壤类别:三类土；挖土深度:2米内；土方弃运至弃土场；详见设计图；M398.59.215802.600.51沟槽土方回填填方材料品种:现场堆置土；密实度:详见设计图；M31003.4.984994.680.分部小计74997.280.D.2道路工程0.61土路基白灰呛土处理含灰量:8%；原状土基处理；详见设计图；M32116.69.604147282.210.71车行道沥青混凝土面层沥青品种:4CM厚AC-13C细粒式沥青砼上面层；洒布粘层沥青0.3L/M2；6CM厚AC-20C中粒式沥青砼下面层；洒布透层沥青0.9L/M2；沥青砼料运输；详见设计图；M23416.130.268444993.980.81车行道水泥稳定碎石基础厚度:40CM；分二层摊铺；水泥含量:5%；含多合土养生及混合料运输，土路床碾压检整；详见设计图；M23416.77.759265626.220.91预制C30砼彩色步砖人行道材质:6CM厚彩色C30砼步砖20CM*10CM；2CM厚1：3水泥砂浆座浆；10CM厚C15砼基础；土路床碾压检整；详见设计图；M22318.78.204181276.830.101安砌高站石材料:预制C30砼高站石；L*H*B=100CM*45CM*15CM；C15砼基础；详见设计图；M48.51.1312454.310.112安砌站石材料:预制C30砼站石，L*H*B=100CM*30CM*12CM；车行道两侧基础为水泥稳定碎石基础，人行道侧花坛站石为C15砼基础；含多合土料运输；详见设计图；M806.36.99429817.000.123安砌卧石材料:预制C30砼卧石，L*B*H=100CM*30CM*11/7CM；基础为水泥稳定碎石基础；含多合土料运输；详见设计图；M795.46.78337192.820.131树池砌筑材料品种、规格:预制C20砼缘石，L*H*B=50CM*15CM*8CM；C15砼基础；详见设计图；座47.69.3183257.930.分部小计1111901.290.D.5市政管网工程0.141管道基础下地基处理：换填块石规格:详见设计图；M3150.122.61918392.880.151污水塑料管道铺设管道材料名称:FRPP塑料管D400MM，SN=8KN/M2；橡胶圈接口；基础：15CM厚碎石垫层，碎石粒径25~38MM，上面用5CM厚中粗砂找平，沟槽回填砂至管顶上20CM；排水沟尺寸：30CM*30CM，沟槽底两侧对称布置，用碎石回填形成盲沟；含管道闭水试验；详见设计图；M393.477.082187493.360.162路面雨水塑料管道铺设管道材料名称:FRPP塑料管D300MM，SN=8KN/M2；橡胶圈接口；基础：15CM厚碎石垫层，碎石粒径25~38MM，上面用5CM厚中粗砂找平，沟槽回填砂至管顶上20CM；详见设计图；M149.250.58937337.720.171砌筑污水检查井材料:D1000MM砖砌圆形污水检查井，收口式；详02S515-20；含井字脚手架；详见设计图；座17.2265.58138514.880.182砌筑污水沉泥井材料:D1000MM砖砌圆形污水沉泥井，收口式；详02S515-132；含井字脚手架；详见设计图；座4.2470.859883.400.191雨水进水井雨水井型号:砖砌雨水进水井；详YTL-01；详见设计图；座20.718.6814373.600.20DB-001车行道检查井周边加固新建沥青砼路面检查井加固；详YTL-08；详见设计图；座14.1727.45224184.330.21DB-002车行道雨水口周边加固:新建沥青砼路面雨水口周边加固；详YTL-10；详见设计图；座20.122.8722457.430.分部小计332637.610.D.8拆除工程0.221拆除沥青砼路面材质:沥青砼路面；厚度:10CM内；拆除后块渣弃运至弃土场；M2386.9.4213636.380.232拆除水泥砼路面材质:水泥砼路面；厚度:20CM内；拆除后块渣弃运至弃土场；M22924.23.56368897.730.241拆除预制块人行道面层材质:预制块人行道步砖；厚度:6CM；拆除后块渣弃运至弃土场；M21679.4.1767010.930.251拆除站石材质:预制水泥砼站石，L*H*B=100CM*30CM*12CM；拆除后块渣弃运至弃土场；M670.3.2512178.330.262拆除卧石材质:预制水泥砼卧石，L*B*H=100CM*30CM*11/7CM；拆除后块渣弃运至弃土场；M670.2.2911535.200.271拆除车行道基层材质:无骨料多合土基础；厚度:30CM内；拆除后块渣弃运至弃土场；M23310.24.33680552.690.282拆除人行道基层材质:无骨料多合土基础；厚度:15CM内；拆除后块渣弃运至弃土场；M21679.12.16820430.210.分部小计184241.470.本页小计1703777.64合计1703777.64措施项目清单与计价表(一)工程名称:xx五路（xx路~xx一路）道路排水工程序号项目名称计算基础费率(%)金额（元）1安全防护费(直接费)直接费部分0.916686.072安全防护费(市政工程人机部分)(人机部分-大型土石方工程)2.5599.463文明施工与环境保护费(直接费)直接费部分1.2523175.14文明施工与环境保护费(市政工程人机部分)(人机部分-大型土石方工程)5.1198.925临时设施费(直接费)直接费部分0.712978.066临时设施费(市政工程人机部分)(人机部分-大型土石方工程)5.45212.577夜间施工(直接费)直接费部分0.05927.8夜间施工(人+机)人机部分0.29二次搬运0.0.10冬雨季施工增加费(直接费)直接费部分0.11854.0111冬雨季施工增加费(人+机)人机部分0.415.612生产工具使用费(直接费)直接费部分0.35562.0213生产工具使用费(人+机)人机部分1.1544.8514工程定位、点交、场地清理费(直接费)直接费部分0.05927.15工程定位、点交、场地清理费(人+机)人机部分0.155.85本页小计62694.32合计62694.32措施项目清单与计价表(三)工程名称:xx五路（xx路~xx一路）道路排水工程序号项目编码项目名称项目特征描述计量单位工程量金额（元）综合单价合价大型机械设备进出场及安拆12大型机械设备进出场排水及道路工程常用大型机械进场费用项1.5887.145887.14小计5887.14施工排水22抽水机台班Ф10CM内电动泥浆泵或潜水泵抽水台班台班60.188.5011310.13小计11310.13脚手架32沟槽钢板桩支护沟槽两侧对称布置；咬口密打；内支撑为钢支撑；支护深度4米内；详见设计图延长米393.692.62272201.21小计272201.21本页小计289398.48合计289398.48其他项目清单与计价汇总表工程名称:xx五路（xx路~xx一路）道路排水工程序号项目名称计量单位金额(元)备注1暂列金额230000.2暂估价0.2.1材料暂估价0.2.2专业工程暂估价490000.3计日工0.4总承包服务费0.本页小计720000.合计720000技术措施项目费综合单价计算表工程名称:xx五路（xx路~xx一路）道路排水工程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12大型机械设备进出场…排水及道路工程常用大型机械进场费用项1.240.00301.104796.29264.20285.555887.14D9-433压路机台次2.48.0061.35747.1642.4045.82944.73D9-420履带式单斗挖掘机1m3以内台次1.48.0089.20747.1643.7847.31975.45D9-435混凝土摊铺机台次1.96.0089.202554.82135.63146.593022.2422沟槽钢板桩支护…沟槽两侧对称布置；咬口密打；内支撑为钢支撑；支护深度4米内；详见设计图；延长米393.148.46226.94252.5431.0833.60692.62D9-276竖、拆卷扬机打桩架架次4.994.50656.35747.70118.73128.322645.60D9-277竖、拆卷扬机拔桩架架次4.1473.30289.651247.12149.00161.043320.11D9-286陆上卷扬机打拔槽型钢板桩打8m以内甲级土10t40.508582.36113.471297.0298.65106.622198.11主材钢板桩t405.080.000.000.000.00D9-290陆上卷扬机打拔槽型钢板桩拔8m以内甲级土10t40.508587.40217.25956.1387.1694.201942.15(估)钢板桩使用费T.D8101.60.008.000.000.400.438.82D9-351钢制桩支撑安拆钢支撑100m217.05163.80421.990.0024.0525.99535.8232抽水机台班…Ф10CM内电动泥浆泵或潜水泵抽水台班；台班60.0.000.00170.908.469.14188.50D9-25-1抽排水台班60.0.000.00170.908.469.14188.50分部分项工程量综合单价计算表工程名称:xx五路（xx路~xx一路）道路排水工程序号项目编码工程项目名称单位数量综合单价（元）机械使用费人工费材料费管理费利润小计11道路路基土方开挖并弃运…土壤类别:三类土；土方弃运至弃土场；详见设计图；M3590.1.850.0433.391.751.8938.913G1-27人工挖路槽土方三类土挖深在(cm以内)30100m30.591599.360.000.0079.1785.571764.094G3-17装载机装土松散土斗容量(1.5m3)1000M30.059252.000.001446.2184.0690.851873.123G1-213反铲挖掘机(斗容量1.0m3)装车三类土1000m30.531252.000.004349.92227.79246.205075.915G3-69自卸汽车(载重8t以内)运土方运距(13km以内)1000m30.590.0037.8029330.721453.741571.2232393.47221挖沟槽土方运至现场堆置处…土壤类别:三类土；挖土深度:4米内；土方现场堆置；详见设计图；M31003.3.270.003.070.310.346.987G1-253人工挖地槽（沟）土方三类土深度（4m以内）100M31.0032776.620.002.12137.55148.663064.953G1-259挖掘机挖沟槽三类土1000m30.903544.320.003406.84195.58211.394358.13032挖沟槽土方并弃运…土壤类别:三类土；挖土深度:4米内；土方弃运至弃土场；详见设计图；M3821.3.330.0434.441.872.0241.697G1-253人工挖地槽（沟）土方三类土深度（4m以内）100M30.8212776.620.002.12137.55148.663064.953G1-262挖掘机挖沟槽、基坑土方并装车三类土1000m30.739586.320.005509.12301.72326.116723.271G3-17装载机装土松散土斗容量(1.5m3)1000M30.082252.000.001446.2184.0690.851873.123G3-69自卸汽车(载重8t以内)运土方运距(13km以内)1000m30.8210.0037.8029330.721453.741571.2232393.47243挖路面雨水管沟槽土方…土壤类别:三类土；挖土深度:2米内；土方弃运至弃土场；详见设计图；M398.22.820.0430.822.662.8759.210G1-252人工挖地槽（沟）土方三类土深度（2m以内）100M30.982256.660.004.78111.94120.992494.363G3-17装载机装土松散土斗容量(1.5m3)1000M30.098252.000.001446.2184.0690.851873.123G3-69自卸汽车(载重8t以内)运土方运距(13km以内)1000m30.0980.0037.8029330.721453.741571.2232393.47251沟槽土方回填…填方材料品种:现场堆置土；密实度:详见设计图；M31003.1.920.032.570.220.244.980G4-3填土夯实槽、坑100m33.009579.600.00211.7139.1742.34872.814G4-14机械填土碾压内燃压路机6-8t以内1000m30.702252.0047.252759.03151.38163.623373.27861土路基白灰呛土处理…含灰量:8%；原状土基处理；详见设计图；M32116.8.9432.0122.153.123.3869.604D2-54机械操作掺石灰、改换炉渣、片石8%含灰量10m3211.679.65315.62196.7229.3031.67652.971D2-208集中消解石灰t287.87.203.3218.191.421.5431.66671车行道沥青混凝土面层…沥青品种:4CM厚AC-13C细粒式沥青砼上面层；洒布粘层沥青0.3L/M2；6CM厚AC-20C中粒式沥青砼下面层；洒布透层沥青0.9L/M2；沥青砼料运输；详见设计图；M23416.2.6299.6815.815.856.32130.268D2-267换(+(D2-268)*2)细粒式机械摊铺厚度(cm)4换:沥青混凝土细粒式100m234.16132.414048.33245.86219.12236.824882.543D2-261换中粒式机械摊铺厚度(cm)6换:沥青混凝土中粒式100m234.16121.885389.46205.61282.99305.866305.792D2-232喷洒乳化沥青喷油量(0.3L/m2)100m234.163.67135.4227.628.258.92183.872D2-232喷洒乳化沥青喷油量(0.9L/m2)100m234.163.67394.3827.6221.0722.77469.505D2-397换(+(D2-398)*15)沥青混凝土、黑色碎石运输20000米10m334.5020.000.001063.7352.6556.911173.29781车行道水泥稳定碎石基础…厚度:40CM；分二层摊铺；水泥含量:5%；含多合土养生及混合料运输，土路床碾压检整；详见设计图；M23416.5.0750.5914.833.493.7777.759D2-203换水泥稳定碎石基层(拌合机拌合)水泥：碎石(6：94)厚度(cm)20100m234.16470.704908.63840.12307.86332.746860.055D2-213多合土养生洒水车洒水100m268.322.9475.3017.734.755.13105.850D2-401多合土装卸机装、自卸汽车运输运距1km100m314.07431.080.001160.5558.9963.751314.367D2-82路床碾压检验100m237.78216.200.00117.146.607.13147.07691预制C30砼彩色步砖人行道…材质:6CM厚彩色C30砼步砖20CM*10CM；2CM厚1：3水泥砂浆座浆；10CM厚C15砼基础；土路床碾压检整；详见设计图；M22318.11.8758.910.133.513.7978.204D2-341预制砼彩色步砖铺砌10M2226.486.32329.390.0020.5822.24458.523D3-269商品混凝土基础10m322.64273.922737.180.00149.05161.093321.239D2-315人行道整形碾压100m222.6478.140.0012.944.514.87100.455101安砌高站石…材料:预制C30砼高站石；L*H*B=100CM*45CM*15CM；C15砼基础；详见设计图；M48.6.3640.000.002.292.4851.131D2-369站卧石安砌C25混凝土预制构件高站石100m0.48485.632500.210.00147.80159.743293.374D3-269商品混凝土基础10m30.263273.922737.180.00149.05161.093321.239112安砌站石…材料:预制C30砼站石，L*H*B=100CM*30CM*12CM；车行道两侧基础为水泥稳定碎石基础，人行道侧花坛站石为C15砼基础；含多合土料运输；详见设计图；M806.5.2925.642.611.661.7936.994D2-370站卧石安砌C25混凝土预制构件站石100m8.06427.481630.680.00101.88110.112270.151D3-269商品混凝土基础10m30.398273.922737.180.00149.05161.093321.239D2-202-1水泥稳定碎石基层(拌合机拌合)水泥：碎石(6：94)m352.4513.14122.7028.168.128.77180.891D2-401多合土装卸机装、自卸汽车运输运距1km100m30.5431.080.001160.5558.9963.751314.367123安砌卧石…材料:预制C30砼卧石，L*B*H=100CM*30CM*11/7CM；基础为水泥稳定碎石基础；含多合土料运输；详见设计图；M795.6.7331.004.692.102.2746.783D2-371站卧石安砌C25混凝土预制构件卧石100m7.95515.161665.580.00107.95116.672405.360D2-202-1水泥稳定碎石基层(拌合机拌合)水泥：碎石(6：94)m392.9413.14122.7028.168.128.77180.891D2-401多合土装卸机装、自卸汽车运输运距1km100m30.95731.080.001160.5558.9963.751314.367131树池砌筑…材料品种、规格:预制C20砼缘石，L*H*B=50CM*15CM*8CM；C15砼基础；详见设计图；座47.19.8343.020.003.113.3669.318D2-356侧缘石安砌砼缘石立缘石长度50cm100m2.04439.29815.360.0062.1167.121383.884D3-269商品混凝土基础10m30.131273.922737.180.00149.05161.093321.239141管道基础下地基处理：换填块石…规格:详见设计图；M3150.32.7449.1929.245.505.95122.619D2-57机运人抛m3150.32.7449.1929.245.505.95122.619151污水塑料管道铺设…管道材料名称:FRPP塑料管D400MM，SN=8KN/M2；橡胶圈接口；基础：15CM厚碎石垫层，碎石粒径25~38MM，上面用5CM厚中粗砂找平，沟槽回填砂至管顶上20CM；排水沟尺寸：30CM*30CM，沟槽底两侧对称布置，用碎石回填形成盲沟；含管道闭水试验；详见设计图；M393.49.45402.724.1710.1010.64477.082D5-884增强聚丙烯（FRPP）管公称直径（400mm以内）100m3.93356.300.005.4572.3565.11499.207主材FRPP管DN400[DN400]m400.86266.00266.000D5-903塑料排水管公称直径（400mm以内）10个19.772.505.425.0015.5013.95112.376主材橡胶圈DN400[DN400]个200.947.007.000D5-4非定型渠(管)道垫层碎石干铺10m317.896346.72787.9133.1657.8162.481288.081D2-81换沟槽回填砂换:天然砂10M343.631230.85815.6021.2252.8557.121177.640D5-3591管道闭水试验管径(mm以内)400100m3.9383.75112.150.009.7010.48216.087162路面雨水塑料管道铺设…管道材料名称:FRPP塑料管D300MM，SN=8KN/M2；橡胶圈接口；基础：15CM厚碎石垫层，碎石粒径25~38MM，上面用5CM厚中粗砂找平，沟槽回填砂至管顶上20CM；详见设计图；M149.21.05218.931.674.404.53250.589D5-883增强聚丙烯（FRPP）管公称直径（300mm以内）100m1.49298.800.002.7260.3054.27416.102主材FRPP管DN300[DN300]m151.98166.00166.000D5-902塑料排水管公称直径（300mm以内）10个7.562.024.315.0013.4012.0696.792主材橡胶圈DN300[DN300]个76.55.005.000D5-4非定型渠(管)道垫层碎石干铺10m32.034346.72787.9133.1657.8162.481288.081D2-81换沟槽回填砂换:天然砂10M36.59230.85815.6021.2252.8557.121177.640171砌筑污水检查井…材料:D1000MM砖砌圆形污水检查井，收口式；详02S515-20；含井字脚手架；详见设计图；座17.536.911517.110.00101.67109.892265.581D5-2394砖砌定型圆形污水检查井井径(mm)，井深(m)（收口式）1000200-602.5座17.455.881505.960.0097.11104.962163.904D9-233钢管井字架(深m以内)4座17.81.0311.150.004.564.93101.677182砌筑污水沉泥井…材料:D1000MM砖砌圆形污水沉泥井，收口式；详02S515-132；含井字脚手架；详见设计图；座4.613.431626.690.00110.89119.852470.850D5-2531污水沉泥井井径(mm)，井深(m以内)（收口式）1000mm3座4.532.401615.540.00106.32114.912369.173D9-233钢管井字架(深m以内)4座4.81.0311.150.004.564.93101.677191雨水进水井…雨水井型号:砖砌雨水进水井；详YTL-01；详见设计图；座20.140.45511.120.0032.2534.86718.680D5-2684砖砌雨水进水井单平箅(680×380)井深1.0m座20.140.45511.120.0032.2534.86718.68020DB-001车行道检查井周边加固…新建沥青砼路面检查井加固；详YTL-08；详见设计图；座14.342.851129.3094.0077.5283.791727.452D2-311检查井周边加固处理-新建沥青混凝土路面（YTL-08）10座1.43428.4511292.96939.98775.24837.8817274.52321DB-002车行道雨水口周边加固…:新建沥青砼路面雨水口周边加固；详YTL-10；详见设计图；座20.24.8685.990.555.515.96122.872D2-312雨水口周边加固处理|板缝形式|板中式10座2.248.61859.905.4755.1459.601228.717221拆除沥青砼路面…材质:沥青砼路面；厚度:10CM内；拆除后块渣弃运至弃土场；M2386.2.160.086.300.420.469.421D8-3拆除沥青柏油类路面层机械拆除(厚度)10cm以内100m23.86212.827.58198.7420.7522.42462.314G3-147装载机装混凝土、沥青混凝土块1m3100m30.38632.760.00185.9510.8311.70241.240G3-150换(+(G3-151)*8)自卸汽车运混凝土、沥青混凝土块(载重8t以内)运距(5km以内)100m30.3860.003.784127.05204.48221.004556.308232拆除水泥砼路面…材质:水泥砼路面；厚度:20CM内；拆除后块渣弃运至弃土场；M22924.6.360.1714.831.061.1423.563D8-11换(+(D8-12)*5)机械拆除混凝土类路面层无筋厚20cm内100m229.24629.2216.43620.6962.6867.751396.774G3-147装载机装混凝土、沥青混凝土块1m3100m35.84832.760.00185.9510.8311.70241.240G3-150换(+(G3-151)*8)自卸汽车运混凝土、沥青混凝土块(载重8t以内)运距(5km以内)100m35.8480.003.784127.05204.48221.004556.308241拆除预制块人行道面层…材质:预制块人行道步砖；厚度:6CM；拆除后块渣弃运至弃土场；M21679.1.200.002.590.190.204.176D8-46拆除人行道混凝土预制板100m216.79117.600.000.005.826.29129.713G3-147装载机装混凝土、沥青混凝土块1m3100m31.00732.760.00185.9510.8311.70241.240G3-150换(+(G3-151)*8)自卸汽车运混凝土、沥青混凝土块(载重8t以内)运距(5km以内)100m31.0070.003.784127.05204.48221.004556.308251拆除站石…材质:预制水泥砼站石，L*H*B=100CM*30CM*12CM；拆除后块渣弃运至弃土场；M670.1.390.001.550.150.163.251D8-52拆除侧缘石侧石混凝土100m6.7138.180.000.006.847.39152.413G3-147装载机装混凝土、沥青混凝土块1m3100m30.24132.760.00185.9510.8311.70241.240G3-150换(+(G3-151)*8)自卸汽车运混凝土、沥青混凝土块(载重8t以内)运距(5km以内)100m30.2410.003.784127.05204.48221.004556.308262拆除卧石…材质:预制水泥砼卧石，L*B*H=100CM*30CM*11/7CM；拆除后块渣弃运至弃土场；M670.0.910.001.160.100.112.291D8-56拆除侧缘石缘石混凝土100m6.790.300.000.004.474.8399.601G3-147装载机装混凝土、沥青混凝土块1m3100m30.18132.760.00185.9510.8311.70241.240G3-150换(+(G3-151)*8)自卸汽车运混凝土、沥青混凝土块(载重8t以内)运距(5km以内)100m30.1810.003.784127.05204.48221.004556.308271拆除车行道基层…材质:无骨料多合土基础；厚度:30CM内；拆除后块渣弃运至弃土场；M23310.0.350.0421.671.091.1824.336D8-15机械凿打岩石、砼、钢筋砼|软岩100m39.9388.506.003636.80184.70199.624115.624G3-149装载机装建筑垃圾1m3以内100m39.9328.980.00164.569.5810.35213.470G3-152换(+(G3-153)*8)自卸汽车运建筑垃圾(载重8t以内)运距(5km以内)100m39.930.007.063422.64169.77183.493782.959282拆除人行道基层…材质:无骨料多合土基础；厚度:15CM内；拆除后块渣弃运至弃土场；M21679.0.180.0210.840.550.5912.168D8-15机械凿打岩石、砼、钢筋砼|软岩100m32.51988.506.003636.80184.70199.624115.624G3-149装载机装建筑垃圾1m3以内100m32.51928.980.00164.569.5810.35213.470G3-152换(+(G3-153)*8)自卸汽车运建筑垃圾(载重8t以内)运距(5km以内)100m32.5190.007.063422.64169.77183.493782.959人材机汇总表工程名称:xx五路（xx路~xx一路）道路排水工程序号材料名称单位数量市场价合价1普工工日2568.0142.00107856.591技工工日2440.5148.00117144.553商品混凝土C10碎石20[C10碎石20]m37.07255.001801.833商品混凝土C15碎石20[C15碎石20]m3237.83267.0063501.894水泥32.5[32.5]t191.91358.1368728.994水泥32.5[32.5]kg21974.830.367866.994混凝土缘石立缘石[立缘石]m207.047.001449.284标准砖240×115×53[240×115×53]千块39.63340.0013474.844彩色步砖

100×200×60[100×200×60]千块115.46520.0060041.284中(粗)砂m3240.0462.1414916.334-1天然砂m3690.5456.5239029.254碎石m31213.1358.3270749.664碎石15[15]m30.1760.4110.574碎石20[20mm]m315.4760.41934.794碎石40[40]m3264.2758.3215412.334碎石5～40[5～40]m30.3758.3221.824片石m3153.0048.007344.004石屑m31080.1147.7851607.454站石

100×12×30cm[100×12×30cm]m818.0915.0112279.534高站石

100×12×45cm[100×12×45cm]m48.7223.051123.004卧石

100×7/11×30cm[100×7/11×30cm]m806.9314.0811361.504生石灰t287.78231.2066533.814石灰膏m30.5796.0054.594镀锌铁丝8#[8#]kg14.005.7079.804N橡胶圈DN300[DN300]个76.505.00382.504N橡胶圈DN400[DN400]个200.947.001406.584草袋个30.002.1564.504扣件千个.天5.636.0033.774铁撑脚kg141.055.50775.764合金钢钻头个13.9328.04390.604水m32180.013.156867.044电度119.420.8399.124铸铁爬梯kg481.873.501686.534铸铁井盖井座套21.00550.0011550.004铸铁平蓖套20.20288.005817.604钢板桩t405.080.000.00420101010101圆木m30.971337.111299.67420301010001板枋材m35.752202.5912664.80420305010101薄板m30.192351.91446.86420305011303木脚手板5cm[5cm]m30.042202.5992.51420505010001枕木m30.081960.00156.80430105010075钢筋Φ10以内[Φ10以内]t0.264022.651037.84430105010076钢筋Φ10以外[Φ10以外]t2.144117.518813.94430115010102槽钢t0.523990.012088.90440101010307钢管Φ48×3.5[Φ48×3.5]km.天9.3711.50107.71440303080001钢套管kg114.094.70536.22443301010920橡胶管m5.9017.69104.28443301190005FRPP管DN300[DN300]m151.98166.0025228.68443301190007FRPP管DN400[DN400]m400.86266.00106628.76470907010001棉毡m21759.241.202111.09471101250001乳化沥青kg4263.174.1517692.156-1沥青混凝土细粒式立方米138.35995.000.006-1沥青混凝土中粒式立方米207.01885.000.008汽油kg6259.537.140.008柴油kg14487.206.160.008电kWh6406.480.830.008人工工日1030.8348.000.009履带式推土机55kW[55kw]台班14.87449.316681.639履带式推土机60kW[60kW]台班51.08454.7923231.229履带式推土机75kW[75kW]台班22.15688.3015242.679履带式推土机90kW[90kW]台班0.93819.35765.519平地机120kW[120kW]台班6.24891.845561.669轮胎式装载机1m3[1m3]台班12.58509.466408.739轮胎式装载机1.5m3[1.5m3]台班0.56612.80345.799液压履带式单斗挖掘机0.6m3[0.6m3]台班10.43575.566004.619机械履带式单斗挖掘机1m3[1m3]台班1.53885.931359.549光轮压路机6t[6t]台班5.16260.861346.159光轮压路机8t[8t]台班16.94313.185306.589光轮压路机12t[12t]台班55.89431.2124100.899光轮压路机15t[15t]台班12.26515.936327.089电动夯实机

20～62kg.m[20～62kg.m]台班89.4226.532372.409风动凿岩机手持式[手持式]台班123.7310.411288.059汽车式沥青喷洒机4000L[4000L]台班3.28575.331886.719沥青混凝土摊铺机8t[8t]台班6.11859.315254.379简易打拔桩架台班109.78831.4291270.539汽车式起重机5t[5t]台班14.40453.006523.209汽车式起重机12t[12t]台班0.63778.51488.289汽车式起重机30t[30t]台班1.001280.151280.159载重汽车5t[5t]台班0.08384.8932.339载重汽车8t[8t]台班0.68504.61343.139自卸汽车8t[8t]台班81.39622.4350657.549自卸汽车8t台班186.85627.75117293.729平板拖车组20t[20t]台班2.041098.762241.479平板拖车组30t[30t]台班0.681369.90931.539机动翻斗车1t[1t]台班37.38121.824553.349洒水汽车4000L[4000L]台班6.90443.153059.209单筒慢速电动卷扬机10kN[单筒慢速10kN]台班5.4496.78526.489单筒慢速电动卷扬机30kN[单筒慢速30kN]台班8.96103.75929.609单筒慢速电动卷扬机50kN[单筒慢速50kN]台班0.35110.7838.779滚筒式混凝土搅拌机400L[400L]台班1.72135.76233.409双锥反转出料混凝土搅拌机350L[350L]台班0.03132.814.419钢筋弯曲机Φ40[ф40]台班0.