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序号项目名称计量单位工程数量说明1挖掘机挖四类土不装车m30.00挖掘机挖四类土装车m315893.71自卸汽车运土运距1km以内m315893.71全部外运2槽、坑填土夯实m329866.82自卸汽车运土运距1km以内m329866.82运回回填3人工挖沟、槽湿土方深6m以内一、二类土*1.5*1.18m32255.044挖掘机挖一、二类土装车【机械挖湿土】m320295.375自卸汽车运土运距3km以内m322550.416机械打眼爆破沟槽普坚石m35354.34一次包死7挖掘机挖石碴不装车m35354.34一次包死8槽、坑填土夯实m35354.34一次包死9挖出塘渣二次沟槽回填时大块石解小8%m31487.84一次包死10简易打桩机打基础圆木桩陆上m315.2911钢制桩挡土板钢支撑安、拆m27350.0612竖、拆卷扬机打桩架架次1.0013陆上卷扬机打槽型钢板桩甲级土8m以内t2464.0314陆上卷扬机拔槽型钢板桩甲级土8m以内t2464.03计算书汇总表第1页共52页序号项目名称计量单位工程数量说明计算书汇总表15承插式混凝土管道铺设人工下管管径200mm以内m400.2816承插式混凝土管道铺设人机配合下管管径300mm以内m700.9517承插式混凝土管道铺设人机配合下管管径400mm以内m24.9018承插式混凝土管道铺设人机配合下管管径500mm以内m0.0019承插式混凝土管道铺设人机配合下管管径600mm以内m142.8020承插式混凝土管道铺设人机配合下管管径800mm以内m62.7321承插式混凝土管道铺设人机配合下管管径1000mm以内m197.4022承插式混凝土管道铺设人机配合下管管径1200mm以内m216.9523承插式混凝土管道铺设人机配合下管管径1500mm以内m0.00承插式混凝土管道铺设人机配合下管管径1800mm以内m470.3524排水管道承插式O型胶圈接口管径200mm以内个口94.0025排水管道承插式O型胶圈接口管径300mm以内个口171.0026排水管道承插式O型胶圈接口管径400mm以内个口7.0027排水管道承插式O型胶圈接口管径500mm以内个口0.0028排水管道承插式O型胶圈接口管径600mm以内个口30.0029排水管道承插式O型胶圈接口管径800mm以内个口21.0030排水管道承插式O型胶圈接口管径1000mm以内个口65.0031排水管道承插式O型胶圈接口管径1200mm以内个口73.00第2页共52页序号项目名称计量单位工程数量说明计算书汇总表32排水管道承插式O型胶圈接口管径1500mm以内个口0.00排水管道承插式O型胶圈接口管径1800mm以内个口157.0033M7.5管道闭水试验管径300mm以内m736.9034M7.5管道闭水试验管径400mm以内m26.0035M7.5管道闭水试验管径500mm以内m0.0036M7.5管道闭水试验管径600mm以内m156.0037M7.5管道闭水试验管径800mm以内m65.0038M7.5管道闭水试验管径1000mm以内m202.9039M7.5管道闭水试验管径1200mm以内m223.1040M7.5管道闭水试验管径1500mm以内m0.00M7.5管道闭水试验管径1800mm以内m484.20非定型井块石垫层m3256.13非定型井砂石垫层m3110.5441非定型井碎石垫层m35.5142C10(40)非定型井混凝土垫层m347.2343C25(40)非定型井混凝土垫层m379.5944C15(40)非定型井混凝土垫层(雨水进水井)m35.5145M10.0砖砌圆形非定型井m329.72第3页共52页序号项目名称计量单位工程数量说明计算书汇总表46M10.0砖砌矩形非定型井m3377.30471:2非定型井砖墙井内侧抹灰m2846.10481:2非定型井砖墙井外侧抹灰m2977.7449C20(40)钢筋混凝土井室盖板预制m320.6650M7.5钢筋混凝土渠道矩形盖板安装每块体积在0.3m3以内m320.66511:2非定型雨水井钢钎维砼平蓖安装390*510套52.00521:2非定型检查井钢钎维砼井盖、座安装（含座、盖）套80.0053非定型渠(管)道片石垫层m31436.9054非定型渠(管)道砂砾石垫层m3715.3055C10(40)非定型渠(管)道混凝土垫层m3312.4056C20(40)非定型渠(管)道钢筋混凝土平基m3219.5057C20(40)非定型渠(管)道混凝土管座m3801.0058现浇构件钢筋Φ10mm以内直径t27.1259现浇构件钢筋Φ20mm以内直径t0.0060预制构件钢筋Φ10mm以内直径t1.5561预制构件钢筋Φ20mm以内直径t1.3262人工嵌路面伸缝沥青木板m268.20631:2现浇混凝土基础垫层木模m2705.65第4页共52页序号项目名称计量单位工程数量说明计算书汇总表641:2现浇混凝土管、渠道平基复合木模m2219.50651:2现浇混凝土管座复合木模m21295.10661:2预制混凝土井盖板木模m320.6667钢管工程井深4m以内座78.0068木模(含木支撑)场外运费m344.27一次包死69钢模板(含钢支撑)的回库维修费吨0.60一次包死70钢模板(含钢支撑)场外运费吨0.60一次包死71场外运输履带式挖掘机1立米以内台次1.00一次包死72管道施工排水费千米2.93一次包死第5页共52页计算式0.00（8661.9[上层土方]+11667.6[中层土方]+400.3[连接管]）*1.025[系数]-5354.34[包死]15893.718661.9[上层]+11667.6[中层]+16329.3[下层回填]+253.8[连接管]-1614.27[窨井]-77.17[雨水口]-5354.34[包死]29866.82（6403.1[下层2m内]+13908.5[下层4m内]+1688.8[下层6m内]）*1.025*0.1（6403.1[下层2m内]+13908.5[下层4m内]+1688.8[下层6m内]）*1.025*0.92255.04[人工挖]+20295.37[机械挖]5354.345354.345354.341487.84156[根]*0.098[13cm直径5m长原木立方]6765.2[管道]+584.86[窨井]1.00(10559+908)[根]*8.0[长]*26.86/1000[比重]2464.03计算书汇总表第6页共52页计算式计算书汇总表0[主管]+400.28[连接管]700.95[主管]+0[连接管]24.9[主管]+0[连接管]0.00142.8062.73197.40216.950.00470.350[主管]+94[连接管]171[主管]+0[连接管]7.000.0030.0021.0065.0073.00第7页共52页计算式计算书汇总表0.00157.00736.9[主管]26.000.00156.0065.00202.90223.100.00484.20256.13[主管窨井]+0[雨水口]110.54[主管窨井]+0[雨水口]5.51[雨水口]47.23[主管窨井]79.59[主管窨井]5.51[雨水口]3.14*（0.7+0.24）*0.24*41.96[主管窨井井筒]第8页共52页计算式计算书汇总表173.47+125.74+36.91[主管窨井]+41.18[雨水口]318.33+234.55+154.36+3.14*0.35*0.35*41.96[主管窨井]+112.32+10.4[雨水口]442.27+317.39+3.14*0.59*0.59*41.96[主管窨井]+172.22[雨水口]20.66[主管窨井]20.6652.0080.001436.9[主管]+0[连接管]646[主管]+69.3[连接管]312.40219.50801.00（20433.8[主管]+1641.2[连接管]+5043.71[窨井基础]）/1000（0[主管]+0[连接管]+0[窨井基础]）/1000（870.68+412[主管窨井]+267.8[雨水口]）/1000（1322.26[主管窨井]+0[雨水口]）/100066.3[主管]+1.9[连接管]363.2[主管]+80.1[连接管]+219.5[主管窨井]+42.85[雨水口]第9页共52页计算式计算书汇总表207.5[主管]+12[连接管]1279.1[主管]+16[连接管]20.6678.0044.270.600.601.002.93第10页共52页管道直径距离窨井尺寸mm管道长度mmmA*BABm18001600150012001000800600500400300200180016001500120010008006005004003001Y10800砼1250*12501.251.252Y11800砼40.0001100*12501.11.2538.82538.83133Y12800砼25.0001100*15001.11.523.90023.9084Y131000砼35.0001100*15001.11.533.90033.90115Y141000砼47.5001100*15001.11.546.40046.40156Y151000砼40.0001100*15001.11.538.90038.90137Y161000砼40.2001100*15001.11.539.10039.10138Y171000砼40.2001100*17501.11.7539.10039.10139Y181200砼40.2001100*17501.11.7539.10039.101310Y191200砼47.8001100*17501.11.7546.70046.701611Y201200砼40.2001100*17501.11.7539.10039.101312Y211200砼40.0001100*17501.11.7538.90038.901313Y221200砼54.9002400*24002.42.453.15053.151814Y231800砼40.9001100*24001.12.439.15039.151315Y241800砼40.0001100*24001.12.438.90038.901316Y251800砼39.8001100*24001.12.438.70038.701317Y261800砼39.8001100*24001.12.438.70038.701318Y271800砼49.9001100*24001.12.448.80048.801619Y281800砼34.3001100*24001.12.433.20033.201120Y291800砼49.5001100*24001.12.448.40048.401621Y301800砼40.0001100*24001.12.438.90038.901322Y311800砼40.0001100*24001.12.438.90038.901323Y321800砼40.0001100*24001.12.438.90038.901324Y331800砼40.0001100*24001.12.438.90038.901325Y341800砼30.0001100*24001.12.428.90028.9010262728Y12-1600砼1100*11001.11.129Y12600砼7.0001100*11001.11.15.9005.90130Y12-2600砼19.0001100*11001.11.117.90017.9043132Y14-400砼管道(长度)工程量计算表序号窨井编号窨井内径m管材材料管道长度m橡胶圈数量管道直径距离窨井尺寸mm管道长度mmmA*BABm18001600150012001000800600500400300200180016