表03-1工程施工费预算表

表3金额单位:万元单项名称预算金额各项费用占工程施工费的比例(%)(1)(2)(3)1土地平整工程6.752.872灌溉与排水工程114.9748.833田间道路工程112.6447.844农田防护与生态环境保持工程5其他工程1.100.47总计—235.47工程施工费预算汇总表项目名称:填表说明:表中预算金额(2)见表3-1。1序号表3-1定额编号单项名称单位工程量综合单价合计(1)(2)(3)(4)(5)(6)一土地平整工程67547.39（一）旱改水平整区公顷7.748732.2467547.3910043土地翻耕一、二类土公顷7.741674.5512952.6410204换挖掘机挖土(三类土)~挖掘机1M3100m358.02318.4918477.5210042田埂修筑100m313.542667.2536117.23二灌溉与排水工程1149731.71（一）水源工程46183.45新建蓄水池（100m3）座1.0046183.4546183.4510204换挖掘机挖土(三类土)~挖掘机0.5M3100m31.07338.57362.9520013风钻钻孔一般石方开挖岩石级别Ⅴ-Ⅷ100m30.193261.57616.4410334建筑物土方回填机械夯填100m30.251686.30424.9530020换浆砌块石挡土墙~换:砌筑砂浆M7.5水泥32.5#32.5100m31.0428912.9229924.8730066+30068*3换砌体砂浆抹面立面平均厚5cm~换:砌筑砂浆M10水泥32.5#32.5100m20.782952.332302.8240006换连底式岸墙底板(直升门)~换:纯混凝土C202级配粒径40水泥32.5水灰比0.55^卵石换为碎石2级配#32.5100m30.0842001.723528.1440162人工运混凝土运距0～10m100m30.091467.07127.64401610.8m3搅拌机拌制混凝土100m30.092360.00205.3230002碎石垫层100m30.0814320.381202.9140007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m30.0149304.44394.4440162人工运混凝土运距0～10m100m30.011467.0711.74401610.8m3搅拌机拌制混凝土100m30.012360.0018.88序号工程施工费预算表项目名称:金额单位:元填表说明:1.表中(6)=(4)×(5);2.(5)见表3-2。1表3-1定额编号单项名称单位工程量综合单价合计(1)(2)(3)(4)(5)(6)30064换浆砌砖(挡土墙、桥台、闸墩)~换:砌筑砂浆M7.5水泥32.5#32.5100m30.0838132.583203.1440007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C202级配粒径40水泥32.5水灰比0.55^卵石换为碎石2级配#32.5100m30.0051819.06207.2840162人工运混凝土运距0～10m100m30.001467.075.87401610.8m3搅拌机拌制混凝土100m30.002360.009.4440007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C202级配粒径40水泥32.5水灰比0.55^卵石换为碎石2级配#32.5100m30.0151819.06362.7340162人工运混凝土运距0～10m100m30.011467.0710.2740041换挡土墙、岸墙、翼墙重力式~换:纯混凝土C202级配粒径40水泥32.5水灰比0.55^卵石换为碎石2级配#32.5100m30.0343197.671382.3340162人工运混凝土运距0～10m100m30.031467.0748.41401610.8m3搅拌机拌制混凝土100m30.032360.0077.88PE进水管dn110m5.0075.00375.00PE溢出管dn110m5.0075.00375.00PE放空管dn110m5.0075.00375.00闸阀dn110个1.00250.00250.00钢筋焊接铁门扇1.00380.00380.00（二）灌溉工程467058.671新建建溉农渠m4418.45105.71467058.67（4）新建灌溉农渠-04（0.3m*0.3m）（运距离100m）m1244.82109.84136730.5110032人工挖沟渠(三类土)上口宽4m以内100m33.491872.406525.3120013风钻钻孔一般石方开挖岩石级别Ⅴ-Ⅷ100m30.373261.571216.57序号项目名称:金额单位:元填表说明:1.表中(6)=(4)×(5);2.(5)见表3-2。2工程施工费预算表表3-1定额编号单项名称单位工程量综合单价合计(1)(2)(3)(4)(5)(6)30002碎石垫层100m30.3714320.385341.5020186人工挑抬运石渣Ⅴ-Ⅶ运距90～100m100m30.374488.781674.3140005换中孔底板~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m30.3739144.5114600.9040170人工运混凝土运距80～100m100m30.384280.891643.86401610.8m3搅拌机拌制混凝土100m30.382360.00906.2440007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m31.8749304.4492051.3940170人工运混凝土运距80～100m100m31.924280.898232.15401610.8m3搅拌机拌制混凝土100m31.922360.004538.28（5）新建灌溉农渠-05（0.3m*0.3m）（运距离100m）m809.11112.3890930.9210032人工挖沟渠(三类土)上口宽4m以内100m32.351872.404392.6520013风钻钻孔一般石方开挖岩石级别Ⅴ-Ⅷ100m30.813261.572638.6130002碎石垫层100m30.2414320.383479.8520186人工挑抬运石渣Ⅴ-Ⅶ运距90～100m100m30.244488.781090.7740005换中孔底板~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m30.2439144.519512.1240170人工运混凝土运距80～100m100m30.254280.891070.22401610.8m3搅拌机拌制混凝土100m30.252360.00590.0040007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m31.2149304.4459855.5940170人工运混凝土运距80～100m100m31.254280.895351.11401610.8m3搅拌机拌制混凝土100m31.252360.002950.00序号填表说明:1.表中(6)=(4)×(5);2.(5)见表3-2。3工程施工费预算表项目名称:金额单位:元表3-1定额编号单项名称单位工程量综合单价合计(1)(2)(3)(4)(5)(6)（6）新建灌溉农渠-06（0.3m*0.3m）（运距离50m）m1004.49109.11109601.2810032人工挖沟渠(三类土)上口宽4m以内100m32.911872.405454.3020013风钻钻孔一般石方开挖岩石级别Ⅴ-Ⅷ100m31.003261.573274.6230002碎石垫层100m30.3014320.384310.4320181人工挑抬运石渣Ⅴ-Ⅶ运距40～50m100m30.303287.87989.6540005换中孔底板~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m30.3039144.5111782.5040166人工运混凝土运距40～50m100m30.312735.59848.03401610.8m3搅拌机拌制混凝土100m30.312360.00731.6040007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m31.5149304.4474301.7940166人工运混凝土运距40～50m100m31.552735.594245.64401610.8m3搅拌机拌制混凝土100m31.552360.003662.72（7）新建灌溉农渠-07（0.3m*0.3m）（运距离100m）m102.59109.6911253.2710032人工挖沟渠(三类土)上口宽4m以内100m30.321872.40595.4230002碎石垫层100m30.0314320.38443.9320186人工挑抬运石渣Ⅴ-Ⅶ运距90～100m100m30.034488.78139.1540005换中孔底板~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m30.0339144.511213.4840170人工运混凝土运距80～100m100m30.034280.89136.99401610.8m3搅拌机拌制混凝土100m30.032360.0075.5240007换明渠衬砌(边坡陡于1：0.5)衬砌厚度10～15cm~换:纯混凝土C152级配粒径40水泥32.5水灰比0.65^卵石换为碎石2级配#32.5100m30.1549304.447592.88序号4工程施工费预算表项目名称:金额单位:元填表说明:1.表中(6)=(4)×(5);2.(5)见表3-2。表3-1定额编号单项名称单位工程量综合单价合计(1)(2)(3)(4)(5)(6)40170人工运混凝土运距80～100m100m30.164280.89680.66401610.8m3搅拌机拌制混凝土100m30.162360.00375.24（8）新建灌溉农渠-08（0.3m*0.3m）（运距离300m）m957.44123.81118542.69①集水池(运距离500m)座1.001106.581106.5810026人工挖基坑(四类土)上口面积80m2,深度2m以内100m30.012705.7821.6520013风钻钻孔一般石方开挖岩石级别Ⅴ-Ⅷ100m30.003261.579.7830002碎石垫层100m30.0014320.3814.3220186+20187*40换人工挑抬运石渣Ⅴ-Ⅶ运距500m100m30.0015363.6115.3640005换中孔底板~换:纯混凝土C202级配粒径40水泥32.5水灰比0.55^卵石换为碎石2级配#32.5100m30.0041652.1241.6540172+40174*15换人工运混凝土运距500m100m30.0015755.4115.76401610.8m3搅拌机拌制混凝土100m30.002360.002.3640009换明渠衬砌(边坡陡于1：0.5)衬砌厚度25～35cm~换:纯混凝土C202级配粒径40水泥32.5水灰比0.55^卵石换为碎石2级配#32.5100m30.0243490.93695.8540172+40174*15换人工运混凝土运距500m100m30.0215755.41252.09401610.8m3搅拌机拌制混凝土100