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工程名称：建筑面积：工程造价：单方造价：编制：复核：证书号：证书号：建设单位（公章）编制单位（公章）建设工程预算书13号地块边坡支护设计m226,742,420.66元0.00元/m2六、设备及主要材料来源：七、其他：施工时发生图纸变更或赔偿双方协商解决。三、补充单位估价项目〔〕项，换算定额单价〔〕项。四、暂估单位〔〕项。五、工程概况：〔主要实物量〕3、使用现行的定额，单位估价表，材料价格及有关的补充说明解释等。4、根据现场施工条件、实际情况。二、〔地区\专业〕工程竣工调价系数〔〕。编制说明一、编制依据1、设计施工图及有关说明2、采用现行的标准图集、规范、工艺标准、材料做法。人工费机械费人工费辅材费机械费A1-35人工沟槽、基坑凿石,坚石截水沟挖方100m31.2378707.758707.7510771.49A1-115自卸汽车运石方(载重8t以内)运距1km以内1000m30.80111413.59146.7411242.85117.5619.239007.43A1-116*16自卸汽车运石方(载重8t以内)运距每增加1km单价*161000m30.80133973.7633973.7627218.76A1-37人工挖孔桩人工凿石孔深在8m以内,坚石100m33.1527924.4225696.71669.180944.611759.655257.67A1-47修整边坡,坚石100m260.849976.43976.4359414.79A2-57换挖孔桩混凝土填心填心孔径1.2m以外,C30换为【商品混凝土C30碎石最大粒径16mm(P.O)42.5】10m331.534514416.04822.69120.34108706.525914.74693.323790.71主材：商品混凝土C30m3319.7310.15340108706.5A4-29换现浇混凝土柱矩形,商混换为【商品混凝土C30碎石最大粒径40mm(P.O)42.5】10m394.53457.83912.17438.8612.66326762.141472.27269.331196.37主材：商品混凝土C30m3961.0710.17340326762.1A9-32现浇混凝土模板矩形柱(断面周长)1.8m以外10m394.52716.021829.26112.62172865.173156.2310642.59A9-35现浇混凝土模板柱支撑高度超过3.6m,每增加1.2m10m33.72498.09377.755.361405.23427.7319.94A1-35人工沟槽、基坑凿石,坚石格构梁100m33.6258707.758707.7531562.98A4-35换现浇混凝土基础梁,商混C30换为【商品混凝土C30碎石最大粒径40mm(P.O)42.5】10m336.24734513744.21270.5412.76125088.49806.26359.2462.51主材：商品混凝土C30m3367.9110.15340125088.49.91135716.38774.14256663.89114.981852.8931562.982.85369700.07558.6287961.9259414.7922.01139105.2610771.49249144.2327218.76复价主材费直接工程费其中主材费直接工程费其中辅材费单位工程概预算表工程名称:边坡第1页总4页定额编号定额名称单位数量主材消耗量单价人工费机械费人工费辅材费机械费A9-36现浇混凝土模板基础梁10m336.2472848.841811.7598.8365670.534009.113582.29A4-37换现浇混凝土矩形梁,单梁,连续梁,悬臂梁,商混换为【商品混凝土C30碎石最大粒径40mm(P.O)42.5】10m321.534513788.21314.5412.7674196.56762.61213.07274.34主材：商品混凝土C30m3218.2310.1534074196.5A9-39现浇混凝土模板矩形梁(断面周长)2m以外10m321.53419.522463.68143.5352969.1217464.673085.9A9-54现浇混凝土模板有梁板(厚度)10cm以外10m3182960.931913.69167.6334446.4215832.983017.34A4-55换现浇混凝土有梁板,商混换为【商品泵送混凝土C20碎石最大粒径30mm(P.O)42.5】10m3183095.753393.32264.9914.2155723.54769.82330.66255.78主材：商品泵送混凝土C20m3182.710.1530555723.5A2-164换土钉支护喷射混凝土护壁,网喷,初喷厚度50mm换为【商品泵送混凝土C25碎石最大粒径30mm(P.O)42.5】实际厚度:100换为【泵送混凝土C25碎石最大粒径30mm(P.O)42.5】100m244.4493302.127802.173327.28874.96146776.04147894.313237.2538891.1主材：速凝增强剂kg44.4491主材：商品泵送混凝土C25m3295.596.6531593109.54主材：泵送混凝土C25m3300.036.75178.8753666.5297.81346798.65812.3173519.68879.6153296.7418.3761079.76938.26103261.99.9181446.52复价主材费直接工程费其中主材费直接工程费其中辅材费定额编号定额名称单位数量主材消耗量单价单位工程概预算表工程名称:边坡第2页总4页A2-164换土钉支护喷射混凝土护壁,网喷,初喷厚度50mm换为【商品泵送混凝土C20碎石最大粒径30mm(P.O)42.5】实际厚度:100换为【泵送混凝土C20碎石最大粒径30mm100m216.42028.257626.733327.28874.9633263.354567.3922898.3414349.341396.24125078.37人工费机械费人工费辅材费机械费】主材：速凝增强剂kg16.41主材：商品泵送混凝土C20m3109.066.6530533263.3A4-199换钢筋工程钢筋笼t70.563092.363830.78596.9179.35218196.9242117.974386.015598.94主材：钢筋t10.7960.153290031307.47主材：钢筋t7.4090.105290021485.52主材：螺纹钢筋t55.3190.7842990165403.93A4-191换钢筋工程圆钢筋Φ10以内t17.629583935.87909.4931.2752060.816007.02653.14550.35主材：钢筋t17.9521.02290052060.8A4-194换钢筋工程螺纹钢筋Φ16以内t18.693176.83970.57638.6898.5159374.3911936.931057.481841.15主材：螺纹钢筋t19.5311.045304059374.39A4-195换钢筋工程螺纹钢筋Φ25以内t4.863124.553664.87399.3174.9615185.311940.65321.01364.31主材：螺纹钢筋t5.0791.045299015185.31A4-198换钢筋工程钢筋网片点焊Φ5以外t14.892943.53959.98807.14199.2843828.7212018.31149.792967.28主材：钢筋t15.1131.015290043828.72A3-67换截水沟砌石地沟毛石10m312.37673.22642.591491.9335.568327.4818455.175466.31439.88主材：毛石m3138.7911.22608327.48A4-222换截水沟基础混凝土垫层换为【商品混凝土C15碎石最大粒径30mm(P.O)32.5】10m30.7472979.54073.97993.7292.052225.69742.316.568.76主材：商品混凝土C15m37.54510.12952225.69A9-19截水沟现浇混凝土模板混凝土基础垫层10m30.747293.45120.065.7289.68125.254.27B2-10墙面抹灰墙面一般抹灰墙面、墙裙抹水泥石灰砂浆毛石墙20+5mmM7.5m226814.9210.440.262797.921130.9669.68A2-15预应力锚杆钻孔、灌浆入10182.654410.21622.4351.5296331.3444977.4642162436.2805524.8167.67219.214.223998.56441.932688.848.73043.2610.0658964.156.5874209.9566.0517811.2737.1169271.3162.16270299.84复价主材费直接工程费其中主材费直接工程费其中辅材费单位工程概预算表工程名称:边坡第3页总4页定额编号定额名称单位数量主材消耗量单价人工费机械费人工费辅材费机械费3岩增加费m0108619A2-156换锚杆制安(预应力)钢筋锚杆制安粗钢筋(钢管)锚杆每t7.57个孔t20113548.067416.172885.17566.697135064.885802009837069.371139600.3主材：螺纹钢筋t2272.41.1329906794486.3主材：端头螺杆带帽kg7246436.0344.7340578.58借C8-363打孔、打洞洞口截面钢筋混凝土结构100mm×100mm以内m324.64465.964453.81109563.7298.89借C8-293室内承插塑料排水管(零件粘接)公称直径50mm以内10m73.8112.14233.86104.470.58275.937709.891236.1536.9主材：承插塑料排水管m713.659.6764281.88主材：承插塑料排水管件个665.689.0263994.06A10-5单项外脚手架钢管外架高15m以内,双排100m260.8491306.1486.0460.3729575.0546226.383673.45借C11-117一般钢结构刷油红丹防锈漆第一遍锚索防腐100kg201.125.3415.518.843119.02199.091777.7主材：醇酸防锈漆kg233.271.16借C11-126一般钢结构刷油调合漆第一遍锚索涂漆锚索防腐100kg201.123.9814.848.842984.2960.331777.7主材：酚醛调和漆kg160.880.88413056.4671587541524034.81344038.88413056.4671587541524034.81344038.8合计18439883.6分部小计18439883.60.995095.810.34822.32759.6979474.8812.15109862.6216.7517258.8736416.2514913743.6复价主材费直接工程费其中主材费直接工程费其中辅材费定额编号定额名称单位数量主材消耗量单价单位工程概预算表工程名称:边坡第4页总4页序号费用名称费率(%)金额一、分部分项直接工程费18439883.571其中:人工费+机械费8375823.071.1人工土石方187951.541.2机械土石方36343.751.3构件运输、吊装、打桩1.4一般土建8151527.78二、建筑工程超高增加费三、措施项目费690810.811环境保护措施费2安全防护措施费4.6189150.583文明施工措施费2.394575.294临时设施费5.53227391.895夜间施工0.6