水稳站建设方案.docx
水稳站建设方案（1）水稳站建设方案水检站建设面枳187m*60m,水稳站总占地面枳11220m；主要负责供应*市政道路建设项目EPC一标段24条道路建设路段水稔层（共17km）,拟新建市政道路水稳约10万立方，约合计24万吨。水稳站采用一台WDB600水稳拌和机即可满足施工生产。总体设计:料仓面积5400m；生产供料区面积212O11',生活区面积3700m2o料仓采用彩钢板大棚三面封闭，料仓区域为浜塘段，填浜段面积4200nf,其余地质为淤泥质硬理状土，表层为回填耕植土，地表有树苗等，具体施工方案详见场建施工方案。（2）水稳站建设成本表6.4.1-1水稳站自建站场建预算成本序号部位项目名称单位公式数量综合单价（元）合价（元）备注1灰罐基础圆木桩根24*10240.00180.0043200.00稍径15cm2碎石m3(6+7)*1.5/2*10*0.768.25130.008872.503粗砂m3(6+7)*1.5/2*10*0.329.25160.004680.004C30混凝土m310*5*1.÷0.8*10*482.00650.0053300.005灰罐基础开挖m36*10*2.5150.0030.004500.006料斗基础开m3(2.5+8)*3.5537.2830.001118.25挖7化粪池开挖m3-1*3*224.0030.00720.008水沟开挖m3(120*2)*0.6*0.457.6030.001728.009主机基础开挖m32*2*2*864.0030.001920.0010块石挤淤m310*5*1.575.00140.0010500.0011HRB400钢筋16nunt1515.004500.0067500.0012水井口11.001000.001000.0013料仓碎石m390*60*0.15810.00130.00105300.0014地坪硬化C30m390*60*0.21080.00480.00518400.0015场内山皮石回填m390*60*0.52700.00110.00297000.0016分离挡墙C30m3(90*5+60)*0.5*2.5637.50510.00325125.0017砖砌水沟m360*0.12*1.17.92550.004356.0018水沟抹面m260*0.4*248.0022.001056.0019雨水蛊板m6060.0045.002700.0020料仓彩钢板防护棚m290*605400.00175.00945000.0021浜地段块石回填m390*60*0.52700.00140.00378000.0023行车道碎石m32490*0.15373.50130.0048555.0024地坪硬化C30m32490*0.3747.00480.00358560.0025场内山皮石回填m32490*0.81992.00110.00219120.0026砖砌水沟m3(90+30+20+10)*0.12*1.119.80550.0010890.0027水沟抹面m2(90+30+20+10)*0.12*1.119.8022.00435.6028雨水或板m(90+30+20÷10)150.0045.006750.0029地磅120t地磅套11.0070000.0070000.0030条形基础m30.6*(18*2+3*5)30.60510.0015606.0031砖砌水沟m3(18*2+5*2)*0.12*1.16.07550.003339.6032水沟抹面m2(18*2÷5*2)*0.12*1.16.0722.00133.5833雨水盖板m(18*2+5*2)46.0045.002070.0034蓄水池挖基坑土方m320*10*1.5300.0030.009000.0035底板C30混凝土m320*10*0.240.00650.0026000.0036砖砌体m3(20*2+10*2)*0.5*260.00550.0033000.0037生活区碎石m33137*0.15470.55130.0061171.5038地坪硬化C30m33137*0.15470.55480.00225864.0039场内山皮石回填m33137*0.51568.50110.00172535.0040砖砌水沟m3(60+60)*0.12*1.115.84550.008712.0041水沟抹面m2(60+60)*0.12*1.115.8422.00348.4842雨水蛊板m60+60120.0045.005400.0043双层板房建筑m252.6*7.5394.50680.00268260.0044单层房屋建筑m215*7.5112.50340.0038250.0045场地照明铺灯就1212.00350.004200.0046大门m1010.00800.008000.0047厂区围挡夹芯板m90+90+60240.00220.0052800.0048用电项11.00100000.00100000.004524976.51税率11.00%合计5022723.93水稳站建设费用总费用包括地基处理、围墙、防护雨棚、临时用电、住宿板房、排水、地磅设施等总费用不含税4524976.51元。（3）机械设备费用成本表6.4.1-2机械设备成本序号设备名称型号数量单价（元）合计摊销40%备注1水程拌合机山东WCZ60014800004800001440002洒水车东风1180000180000540003装载机柳工5023800007600002280004发电机220kw1770007700023100合计449100设备及机械考虑施工工期28个月，租赁模式不合理，采用自购，按照40%总持销费计算成本，合计设备及机械费用总计成本449100元。
