污水处理厂概算书下册.pdf
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污水处理厂概算书下册.pdf
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序单位号估价号基价人工机械基价人工机械一构筑物17674672.361出水监测池【481】m3753706.58531829.392污泥储存池【491】m31931385.59267695.753废水收集池【465】m3403885.37356538.344除臭装置【452】m3931190.58110367.025水解酸化池【470】m35250478.252510827.946事故池【462】m37125365.022600693.067均质调节池【461】m310746353.123794503.288AO池【471】m315237348.995317568.299混凝沉淀池【473】m31213578.24701681.6210二沉池及回流泵房【472】m32435609.071482967.67二建筑物7034026.001变电所及鼓风机房【301/451】m26602600.001715350.002生产楼【101】m215512200.003412596.003污泥脱水及加药间【492】m27942400.001906080.00三总图17509322.001围墙m1315750.00986250.002道路m25256240.001261440.00建筑工程概算汇总表建筑工程概算汇总表项目名称:
莆田湄洲湾石门澳污水处理厂一期工程工程和费用名称单位数量单位价值(元)总价值(元)第149页序单位号估价号基价人工机械基价人工机械建筑工程概算汇总表建筑工程概算汇总表项目名称:
莆田湄洲湾石门澳污水处理厂一期工程工程和费用名称单位数量单位价值(元)总价值(元)3硬化地坪m21751140.00245070.004人行道m2250180.0045000.005绿化m21091945.00491373.006土方竖向布置m311700025.002925000.007大门个250000.00100000.008交通车辆辆380000.00240000.009构筑物防渗m2366190.00329468.4010预应力管桩400m25368212.745396830.5911粉喷桩地基m319429282.515488890.01四厂外污水收集管网总图2690649.601围墙m175750.00131250.002道路m2323240.0077520.003绿化m256645.0025488.004大门个250000.00100000.005粉喷桩地基m32290282.51646838.296提升泵站【007】m312181016.471238303.317高低压配电室及管理用房【007】m21812600.00471250.00合计44908669.96第150页人工费材料费机械费管理费利润人工费材料费机械费管理费利润140101002人工挖土方(三类土)m360.4717.50.50.51055.931.427.22补子目1钢梯t0.4512000.0300.05400.0135.03补子目2不锈钢钢栏杆m21.50350.08.87525.0188.1440101152反铲挖掘机(斗容量1.0m3)装车挖三类土m3544.260.33.40.10.1185.01839.659.954.4540101181自卸汽车运土(载重4t运距1km以内)m3404.150.07.10.20.212.12885.684.972.7640101227振动压路机填土碾压m3200.580.30.02.20.10.168.28.0439.316.014.07401070075M内钢管双排脚手架m2438.846.52.81.10.32848.11220.0482.7114.1840107012脚手架支架高度在1.5m以内m2290.634.67.30.80.31348.52133.2229.693.0940501005换非定型井砼垫层非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C15(32.5)碎石40mm】m322.00113.4375.628.412.92495.78263.2623.9284.71040505020换现浇钢筋砼半地下室平池底(厚度50cm以内)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m3106.8559.4436.714.912.86349.046659.31587.81364.51140505031换现浇钢筋砼直、矩形池壁(隔墙)(厚度30cm以内)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m344.28115.3429.528.814.35105.519018.31276.6635.0单位工程建筑概算表单位工程建筑概算表工程名称:
出水监测池【481】序号定额编号定额名称单位工程量定额基价(元)定额合价(元)第151页人工费材料费机械费管理费利润人工费材料费机械费管理费利润单位工程建筑概算表单位工程建筑概算表工程名称:
出水监测池【481】序号定额编号定额名称单位工程量定额基价(元)定额合价(元)1240505032换现浇钢筋砼直、矩形池壁(隔墙)(厚度30cm以外)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m391.6199.1429.224.813.89078.639316.32270.11267.01340505053换平板、走道板现浇钢筋砼池(厚度12cm以内)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m31.6363.6446.115.913.1103.6727.125.921.41440505163池渗漏试验(容量5000m3以内)m3752.680.82.80.80.40.1564.52077.4594.6293.590.31540507001现浇钢筋构件(直径10mm以内)t6.721138.02514.741.7294.999.77647.116898.6280.21981.8670.21640507002现浇钢筋构件(直径20mm以内)t38.81538.22546.362.1150.182.420883.398810.72408.65823.13198.31740507013预埋铁件制作t1.371704.85279.7268.5493.3193.72327.07206.8366.6673.4264.31840508001现浇砼基础垫层木模板m229.478.61.20.42.20.3252.033.911.866.09.11940508013现浇砼平池底木模板m214.9633.022.51.48.61.6494.1336.621.1128.824.52040508016R*1.08现浇砼矩形木模板池壁(隔墙)深超过3m人工*1.08m21068.0021.824.42.06.01.423314.426037.82082.66354.61441.82140508019现浇砼木支撑板池壁(隔墙)(池壁支模高度超过3.6m每增1m)m21068.001.31.00.10.30.11356.41046.653.4352.474.82240508039现浇砼平板、走道板胶合板m29.5021.022.61.65.71.3199.1214.215.453.712.123借10107249预埋式钢板止水带m55.5020.060.53.42.11110.63359.4188.7116.624借10113020轻型井点安拆(井管7m深)根50.0086.584.561.525.26.44326.54223.03075.51258.5322.025借10113021轻型井点使用(井管7m深)套天30.00168.2129.3950.3190.136.05044.53878.428509.95704.21078.5第152页人工费材料费机械费管理费利润人工费材料费机械费管理费利润单位工程建筑概算表单位工程建筑概算表工程名称:
出水监测池【481】序号定额编号定额名称单位工程量定额基价(元)定额合价(元)26补子目3混凝土地坪m218.40120.03.02208.055.2第153页编号项目名称计算基数系数(%)金额(元)1分部分项工程量清单计价合计476552.082措施项目清单计价合计11723.183其他项目清单计价合计4规费25683.774.1工程排污费4.2劳保费488275.264.8623730.184.3危险作业意外伤害保险费用488275.260.19927.724.4价格调节基金512933.160.21025.876税金513959.033.47717870.367设备费8调试费531829.399价格调节基金(设备)0.210税金(设备)3.47711含税工程造价(不含设备)531829.3912工程造价531829.39工程取费计算表工程取费计算表工程名称:
出水监测池【481】第154页序号材料编码材料名称规格、型号等特殊要求单位数量单价(元)合价(元)110100100009000综合人工土石方、拆除、搬运工日22.17591307.8720101001000090001综合人工土石方、拆除、搬运工程用工工日158.83599370.97310100500021000综合人工工日1055.298185478.084110100100001000水泥32.5kg1.620.3860.635110100100033000散装水泥32.5kg119801.170.3440732.46110300300087000混凝土垫块m30.0249010.267110300500003000泵送剂TW-5kg1503.103.134704.698120300300083000泵送商品混凝土C15(32.5)碎石40mmm322.333608038.89130100100065000圆钢10以内kg6854.402.416450.5610130100100067000圆钢10以外kg40357.202.496857.2811130500100029000钢板34kg686.204.833314.3612131300100137000底座个19.538.02156.6213131300100291000镀锌铁丝10#kg65.453.57233.6514131300100317000镀锌铁丝22#kg187.726.51220.1515131300100527000钢模板kg0.435.62.3916131300100887000脚手管(扣)件个17.643.561.7417131300101047000零星卡具kg48.773.8185.31材料价格用量及费用表材料价格用量及费用表工程名称:
出水监测池【481】第155页序号材料编码材料名称规格、型号等特殊要求单位数量单价(元)合价(元)材料价格用量及费用表材料价格用量及费用表工程名称:
出水监测池【481】18131300101141000轻型井点井管7m根5.55662.43676.3219131300101143000轻型井点总管m1.85119.7221.4520131300101231000铁件kg1527.345.0927777.2121160100100019000圆木m30.5820001162.522160100700095000模板木材m36.74180012132.0823160100700143000木支撑m36.99180012574.4724160300100017000木脚手板5cmm30.47180083725160300100029000竹脚手板m226.247.5196.8226170500100011000天然中砂m323.501353172.527170500100037000中(粗)砂损耗2%+膨胀1.18m3122.0313516474.5228170500100039000中(细)砂损耗2%+膨胀1.18m30.001350.3729170700100007000砾石520mmm3175.117112433.0330190300100045000胶合板十三夹板m20.1920.623.9831240300700155000脱模剂kg112.193.63407.2632250100300285000塑料软管20m1.511.372.0633423700100009000脚手钢管48mmkg143.724.85697.0434520100100043000棉拉绳m41.500.177.06第156页序号材料编码材料名称规格、型号等特殊要求单位数量单价(元)合价(元)材料价格用量及费用表材料价格用量及费用表工程名称:
出水监测池【481】35520100500005000草板纸80#张2.850.812.3136520100700003000草袋个545.991.36742.5537520300100027000电焊条kg7.775.8245.2238520300100031000电焊条3.2kg356.483.81354.6239520500300205000圆钉kg187.413.36629.740520700100063000电kWh113.160.83194.0441520700100287000模板嵌缝料kg108.306.94751.5742520700100383000水m31500.772.6390243520700100593000安全网m210.345.960.9744BCCLF3不锈钢钢栏杆材料费元21.50350752545BCCLF4不锈钢钢梯材料费元0.4512000540046BCCLF5混凝土地坪材料费元18.40120220847120300300005000泵送商品混凝土C30(32.5)砾石20mm塌落度160mmm3248.04420104174.9348495051第157页人工费材料费机械费管理费利润人工费材料费机械费管理费利润140101002人工挖土方(三类土)m317.8017.50.50.5310.89.38.02补子目1钢梯t0.6512000.0300.07800.0195.03补子目2不锈钢钢栏杆m42.08350.08.814728.0368.2440101152反铲挖掘机(斗容量1.0m3)装车挖三类土m3160.200.33.40.10.154.5541.517.616.0540101181自卸汽车运土(载重4t运距1km以内)m3105.700.07.10.20.23.2754.722.219.0640101227振动压路机填土碾压m372.300.30.02.20.10.124.62.9158.35.85.17401070075M内钢管双排脚手架m2147.006.52.81.10.3954.0408.7161.738.2840107012脚手架支架高度在1.5m以内m248.004.67.30.80.3222.7352.337.915.4940501005换非定型井砼垫层非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C15(32.5)碎石40mm】m38.21113.4375.628.412.9931.33083.7232.8106.21040505020换现浇钢筋砼半地下室平池底(厚度50cm以内)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m339.2159.4436.714.912.82329.917122.2582.7500.71140505032换现浇钢筋砼直、矩形池壁(隔墙)(厚度30cm以外)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m351.4599.1429.224.813.85098.722080.81274.9711.6单位工程建筑概算表单位工程建筑概算表工程名称:
污泥储存池【491】序号定额编号定额名称单位工程量定额基价(元)定额合价(元)第158页人工费材料费机械费管理费利润人工费材料费机械费管理费利润单位工程建筑概算表单位工程建筑概算表工程名称:
污泥储存池【491】序号定额编号定额名称单位工程量定额基价(元)定额合价(元)1240505048换肋形池盖现浇钢筋砼池非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m39.9165.8440.516.513.1652.54365.5163.1129.51340505053换平板、走道板现浇钢筋砼池(厚度12cm以内)非道路工程项目使用泵送商品砼人工010100500021000含量-0.753,机械*0换为【泵送商品混凝土C30(32.5)砾石20mm塌落度160mm】m31.5363.6446.115.913.197.2682.524.320.11440505162井渗漏试验(容量500m3以内)m3193.204.22.80.21.10.2803.7541.040.6210.640.61540507001现浇钢筋构件(直径10mm以内)t3.451138.02514.741.7294.999.73926.08675.6143.81017.4344.11640507002现浇钢筋构件(直径20mm以内)t15.30538.22546.362.1150.182.48233.838959.0949.72295.91261.01740507013预埋铁件制作t0.571704.85279.7268.5493.3193.7971.73009.4153.1281.2110.41840508001现浇砼基础垫层木模板m211.008.61.20.42.20.394.112.74.424.63.41940508013现浇砼平池底木模板m25.4933.022.51.48.61.6181.3123.57.747.39.02040508016R*1.08现浇砼矩形木模板池壁(隔墙)深超过3m人工*1.08m2371.5021.824.42.06.01.48109.89057.2724.42210.4501.52140508019现浇砼木支撑板池壁(隔墙)(池壁支模高度超过3.6m每增1m)m2371.501.31.00.10.30.1471.8364.118.6122.626.02240508020现浇砼木模板无梁池盖m270.4029.039.62.88.02.02044.42789.2195.7560.4140.12340508039现浇砼平板、走道板胶合板m29.5021.022.61.65.71.3199.1214.215.453.712.124借10113020轻型井点安拆(井管7m深)根30.0086.584.561.525.26.42595.92533.81845.3755.1193.225借10113021轻型井点使用(井管7m深)套天30.00168.2129.3950.3190.136.05044.53878.428509.95704.21078.5第159页编号项目名称计算基数系数(%)金额(元)1分部分项工程量清单计价合计239871.972措施项目清单计价合计5900.863其他项目清单计价合计4规费12927.94.1工程排污费4.2劳保费245772.834.8611944.564.3危险作业意外伤害保险费用245772.830.19466.974.4价格调节基金258184.360.2516.376税金258700.733.4778995.027设备费8调试费267695.7509价格调节基金(设备)0.210税金(设备)3.47711含税工程造价(不含设备)267695.7512工程造价267695.75人工费合计43352.41材料费合计140787.82工程取费计算表工程取费计算表工程名称:
污泥储存池【491】第160页编号项目名称计算基数系数(%)金额(元)工程取费计算表工程取费计算表工程名称:
污泥储存池【491】机械费合计34063.11管理费合计15815.79利润合计5852.9第161页序号材料编码材料名称规格、型号等特殊要求单位数量单价(元)合价(元)1010100100009000综合人工土石方、拆除、搬运工日6.6059389.4520101001000090001综合人工土石方、拆除、搬运工程用工工日129.50597640.383010100500021000综合人工工日436.068135320.484110100100001000水泥32.5kg0.610.3860.235110100100033000散装水泥32.5kg50054.020.3417018.366110300300087000混凝土垫块m30.014903.777110300500003000泵送剂TW-5kg628.013.131965.668120300300083000泵送商品混凝土C15(32.5)碎石40mmm38.333602999.939130100100065000圆钢10以内kg3519.002.48445.610130100100067000圆钢10以外kg15912.002.438188.811131300100137000底座个6.548.0252.4612131300100291000镀锌铁丝10#kg24.753.5788.3513131300100317000镀锌铁丝22#kg82.366.5535.3414131300100527000钢模板kg0.165.60.8915131300100887000脚手管(扣)件个5.913.520.6816131300101047000零星卡具kg18.683.870.9717131300101141000轻型井点井管7m根5.49662.43636.58材料价格用量及费用表材料价格用量及费用表工程名称:
污泥储存池【491】第162页序号材料编码材料名称规格、型号等特殊要求单位数量单价(元)合价(元)材料价格用量及费用表材料价格用量及费用表工程名称:
污泥储存池【491】18131300101143000轻型井点总管m1.83119.7219.051913
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