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单位数量合价人工费材料费1借D1-00821000m346.004111647.7324289.852借D1-0008100m351.115251399.93251399.933借D1-037710m31254.51856095.48826464.61029630.884借D1-03871000m33.68410014.661037.415借D1-0385100m336.8434503.6126842.366借D1-03911000m314.26932779.757534.037借D9-0568100m210.6630519.2611526.8718484.338借D9-047510m2106.637044.5718951.3518093.229借D5-1739换座102217593.54107220.36108005.7610借D5-1738换座193324521.78160309.66162129.6511借D5-1899换座123108060.4238966.468450.7312借D5-213910套12.336526.335750.530775.8313借D5-0073100m26.2829134.5320745.96主材:UR200016m2693.7525271.514借D5-0788换100m26.285583.454278.381305.06主材:23041031m3394.0423546.3815借D5-0074100m33.2345391.5232152.68主材:UR200017m3356.23922963.2516借D5-0788换100m33.237060.055409.841650.2主材:23041031m3498.2514484.2617借D5-0075100m23.8941922.1729623.6主材:UR200018m2412.89904833.7518借D5-0789换100m23.898172.296422.111750.18主材:23041031@1m3856.3857707.4619借D5-0076100m1.443151.62185.65单位工程预算书工程名称:管网工程第1页共3页序号定额编号子目名称工程量价值其中（元）单价反铲挖掘机挖土方斗容量1.0m3(不装车)三类土2426.94人工挖沟槽土方三类土深度在2m以内4918.32直埋管沟回填砂1479.55机械松填土方挖掘机回填土方2718.42机械夯实槽、坑936.58装松散土方装载机3m32297.27基础混凝土基础垫层木模2862.97桥涵现浇砼模板混凝土基础模板347.51砖砌圆形雨水检查井井径1500mm适用管径800mm-1000mm井深3.5m内2133.27砖砌圆形雨水检查井井径1250mm适用管径600mm-800mm井深3m内1681.46定型砖砌雨水进水井单平蓖680×380不带沉淀1.41m878.54井盖、井箅安装雨水井铸铁平箅2969.62混凝土管承插式人机配合下管管径300mm以内1108.62钢筋混凝土排水管(承插口)300mm195管道排水闭水试验管径400mm以内212.46水9混凝土管承插式人机配合下管管径400mm以内1365.98钢筋混凝土排水管(承插口)400mm275管道排水闭水试验管径400mm以内212.46水9混凝土管承插式人机配合下管管径500mm以内1754.8钢筋混凝土排水管(承插口)500mm375管道排水闭水试验管径600mm以内342.08水9混凝土管承插式人机配合下管管径600mm以内2188.61编制人：审核人：编制时间：单位数量合价人工费材料费主材:UR200019m145.4468211.3620借D5-0789换100m1.44492.6387.1105.49主材:23041031@1m351.62464.5821A1-00261000m33.0847859.881665.3622A1-0010100m33.42619739.9319739.9323A1-0178100m328.73134131.2828156.3824借D1-03891000m30.5521122.66291.6125A9-011710m34.23724.68342.63363.9926A9-012010m31.417368.434765.12250.1527A9-012110m31.777038.784570.322134.8128A9-012510m32.048906.825566.752855.929A9-002610m30.31543.11031.67449.3330A4-029110m31.51915.89907.2998.431A4-0296-210m31.514251349.167.532A4-011710m34.2313404.574046.848319.3133A4-012010m31.385486.422470.342677.3134A4-012110m31.776593.712759.933399.2735A4-0171t19.88789319.6811075.2775728.736A4-0047-210m31.081018.17849.85158.6437A4-0169t0.186931.9230.4692.5738A4-0170t0.048221.3130.13185.1639A4-0171t1.4256400.19793.65426.3340A4-0026-210m30.3362.49325.1734.6541A4-0170t0.2611203.35163.851006.7942A4-0171t0.222997.08123.63845.36单位工程预算书工程名称:13#钢筋混凝土化粪池第2页共3页序号定额编号子目名称工程量价值其中（元）单价钢筋混凝土排水管(承插口)600mm469管道排水闭水试验管径600mm以内342.08水9挖掘机挖土方三类土斗容量1m32548.6人工挖土方三类土6m以内5761.8土、石方回填土夯填1187.96装土方装载机1m32032.7构筑物贮水(油)池平底模板171.32构筑物贮水(油)池矩形池壁200mm以内模板5225.84构筑物贮水(油)池矩形池壁300mm以内模板3976.71构筑物贮水(油)池无梁盖模板4366.09现浇矩形梁单梁、连续梁模板5143.65垫层碎石干铺1277.26现场搅拌站混凝土垫层混凝土无筋950构筑物贮水(油)池平底混凝土3168.93构筑物贮水(油)池矩形池壁200mm以内混凝土3975.67构筑物贮水(油)池矩形池壁300mm以内混凝土3725.26现浇构件钢筋制作安装螺纹钢Φ10以外4491.36现场搅拌站混凝土现浇无梁板混凝土942.75现浇构件钢筋制作安装圆钢Φ10以内5010.24现浇构件钢筋制作安装圆钢Φ10以外4610.54现浇构件钢筋制作安装螺纹钢Φ10以外4491.36现场搅拌站混凝土现浇单梁、连续梁混凝土1208.31现浇构件钢筋制作安装圆钢Φ10以外4610.54现浇构件钢筋制作安装螺纹钢Φ10以外4491.36编制人：审核人：编制时间：单位数量合价人工费材料费43A4-0087-210m30.961357.571013.76199.9644A4-0173t0.174841.87221.12612.3945A4-0175t0.7143170.42436.192643.9146A4-010010m30.21924.22375.17491.2847A4-0173t0.2221074.11282.12781.3248A7-0174100m23.4956337.13110.93129.9849A7-0175100m27.74617349.4110199.166937.0150A4-0214t0.018196.1738.86140.7651借C8-015710m2.641082.88394.42688.46主材:01185204m27.1922039.452借C6-3039个1211498.883952.85506.68主材:01167019@1kg291.121455.653借C6-3053个12750.84712.838.0454借C6-3043个611626.1431596451.5主材:01167019@2kg268.081340.455借C6-3055个6630.3599.430.956借C9-0363100kg2.8055798.783862.491665.0857借D5-1253个61607.7789.48304.32主材:UR200532-1个6450058借D5-213710套0.93122.1438.462683.6459借A6-53t0.065466.14133.41263.092446818.13477165.22单位工程预算书工程名称:13#钢筋混凝土化粪池第3页共3页序号定额编号子目名称工程量价值其中（元）单价现场搅拌站混凝土预制平板混凝土1414.14预制构件钢筋制作安装圆钢Φ10以内4838.35预制构件钢筋制作安装螺纹钢Φ10以外4440.36预制井圈混凝土4401.03预制构件钢筋制作安装圆钢Φ10以内4838.35地面防水砂浆平面1813.19墙面防水砂浆立面2239.79预埋铁件成品铁件安装10898.29室外承插铸铁排水管（石棉水泥接口）公称直径100mm以内410.18承插铸铁排水管DN10075柔性防水套管制作公称直径250mm以内958.24焊接钢管公称直径250mm以内5柔性防水套管安装公称直径300mm以内62.57柔性防水套管制作公称直径450mm以内1937.69焊接钢管公称直径450mm以内5柔性防水套管安装公称直径500mm以内105.05碳钢圆伞形风帽制作安装T60910kg以下2067.3三通安装管外径×壁厚325mm×6mm以内267.95碳钢三通325mm×6mm750井盖、井箅安装检查井铸铁井盖、座3469钢梯子爬式7171.42编制人：审核人：编制时间：主材费合计直接费合计