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1、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
2、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)
3、*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
4、.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*0.8
5、1992.00110.00219120.0026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+2010)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*25*2)*0.12*1.16.0
6、722.00133.5833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+
7、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11.00100000.00100000.0045249
8、76.51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。
