建筑工程预算表_xls.XLS

第 1 页，共 8 页建建 筑筑 工工 程程 预预 算算 表表工程名称*印刷厂14#住宅楼建筑工程 定 额定 额 项 目单位工程量基 价合 价人工费(元)材料费(元)机械费(元)编 号单价合价单价合价单价合价基础工程163859.6741227.1415.95122616.581-124反铲挖掘机挖土三类土m37928.13.4627431.221.6312922.81.8314508.421-91夯填土m31595.188.1112936.916.3110065.590.0115.951.792855.371-104土方运输运输距离 2000m以上2000mm36332.913.7487014.042.8818238.7510.8668775.291-105*8土方运输运输距离 2000m以上每增500m(单价*8)m36332.95.7636477.55.7636477.5混凝土工程8304396.36923482.126956874.99424039.252-213-2换电动震动沉桩机打桩孔混凝土体积1.9m3以内乙级土混凝土C35抗渗m3919.64355.35326794.0833.4530761.96239.65220391.7382.2575640.394-252-2现浇井桩及灌注桩 低合金钢筋t64.8523335.31216301.52292.3118956.892991.26193989.1951.743355.444-252-1现浇井桩及灌注桩 普通钢筋5mm以上t27.9083216.2989760.22292.318157.792872.2480158.4751.741443.9610-26-2垫层 混凝土垫层 C15m3126.2203.1225633.7526.083291.3168.0921212.968.951129.494-127现浇混凝土垫层模板m213.9819.98279.322.7338.1716.89236.120.365.034-10-3换现浇满堂基础无梁式 混凝土C40抗渗m31254.02263.54330484.4319.4824428.31232.99292174.1211.07138824-123现浇满堂基础 无梁式模板m2152.917.62691.047.181097.829.691481.60.73111.624-256-2现浇满堂基础无梁式 低合金钢筋（三级）t142.6183281.24467963.89170.1124260.753013.7429807.8797.4313895.274-256-2现浇满堂基础无梁式 低合金钢筋t30.8593281.24101255.78170.115249.423013.792999.7797.433006.594-22-3换现浇直、圆形墙墙厚30cm以内混凝土C45抗渗m3410.635288.13118316.2742.0117250.78240.5898790.575.542274.924-22-3换现浇直、圆形墙墙厚30cm以内混凝土C30(塑性卵石砼40 C45 525#中砂)m3186.755285.7953372.7142.017845.58238.2444492.515.541034.624-22-3换现浇直、圆形墙墙厚30cm以内混凝土C30(塑性卵石砼40 C40 525#中砂)m3927.61277.15257087.1242.0138968.9229.6212979.265.545138.964-22-3换现浇直、圆形墙墙厚30cm以内混凝土C30(塑性卵石砼40 C35 525#中砂)m3767.64260.22199755.2942.0132248.56212.671632545.544252.734-22-3现浇直、圆形墙墙厚30cm以内混凝土C30m3541.03252.4136555.9842.0122728.67204.851108305.542997.314-144现浇直形墙模板m224311.3915.85385335.545.94144409.668.63209807.31.2831118.584-270-2现浇直形墙厚度15cm以外 低合金钢筋t278.3173245.48903272.26199.9155638.352993.96833269.9751.6114363.944-270-1现浇直形墙厚度15cm以外普通钢筋5mm以上t552.5183126.461727425.42199.91110453.872874.941588456.151.6128515.454-302钢筋连接增加费 电渣压力焊接 钢筋直径20mm以内个接头515495.51284034.990.6634022.342.26116500.742.59133511.914-12-3换现浇矩形柱混凝土C45抗渗m32.16292.06630.8546.0799.51240.32519.095.6712.254-128现浇矩形柱模板m226.3723.31614.698.73230.2113.13346.241.4538.244-260-2现浇矩形柱周长1.6m以外 低合金钢筋t0.4483267.961464.05173.0977.543014.121350.3380.7536.184-260-1现浇矩形柱周长1.6m以外普通钢筋5mm以上t0.1383148.94434.55173.0923.892895.1399.5280.7511.144-28-3换现浇梁混凝土C45抗渗m313.9277.733860.4527.83386.84244.313395.915.5977.7第 2 页，共 8 页4-28-3换现浇梁混凝土C30(塑性卵石砼 40C45 525#中砂)m341.04275.3311299.5427.831142.14241.919927.995.59229.414-28-3换现浇梁混凝土C30(塑性卵石砼 40C40 525#中砂)m3192.01266.4651162.9927.835343.64233.0444746.015.591073.344-28-3换现浇梁混凝土C30(塑性卵石砼 40C35 525#中砂)m3164.58249.0640990.2927.834580.26215.6435490.035.599204-28-3现浇梁混凝土C30m3109.95241.0326501.2527.833059.91207.6122826.725.59614.624-147现浇梁模板m24162.1221.6790193.146.8428468.912.7753150.272.068573.974-275-2现浇有梁板厚度10cm以外 低合金钢筋t110.9963265.04362406.37189.2721008.213009.25334014.7166.527383.454-275-1现浇有梁板厚度10cm以外普通钢筋5mm以上t29.9673146.0194276.47189.275671.852890.2286611.2266.521993.44-29-3换现浇平板、悬挑板 混凝土C30(塑性卵石砼 40 C40 525#中砂)m34.87268.661308.3728.76140.06234.311141.095.5927.224-149现浇平板模板m248.717.77865.45.39262.4910.68520.121.782.794-277现浇平板及板缝加筋 厚度8cm以外 普通钢筋5mm以上t0.6423115.672000.25224.18143.922868.931841.8522.5614.484-36-2换现浇栏板混凝土C20(塑性卵石砼 20C40 525#中砂)m31.2314.33377.1965.3478.41240.12288.148.8710.644-162现浇栏板模板m226.2941.61093.666.46169.8334.33902.540.8121.294-280现浇栏板 普通钢筋5mm以上t0.413555.381457.7642.53263.442872.841177.8640.0116.44-28-3换现浇板混凝土C45抗渗m3222.47277.7361786.627.836191.34244.3154351.655.591243.614-28-3换现浇板混凝土C30(塑性卵石砼 40C45 525#中砂)m3191.89275.3352833.0827.835340.3241.9146420.115.591072.674-28-3换现浇板混凝土C30(塑性卵石砼 40C40 525#中砂)m3567.7266.46151269.3427.8315799.09233.04132296.815.593173.444-28-3换现浇板混凝土C30(塑性卵石砼 40C35 525#中砂)m3486.6249.06121192.5927.8313542.08215.64104930.425.592720.094-28-3现浇板混凝土C30（出屋面）m3353.3241.0385155.927.839832.34207.6173348.615.591974.954-147现浇板模板m215501.321.67335913.176.84106028.8912.77197951.62.0631932.684-275-1现浇有梁板厚度10cm以外普通钢筋5mm以上t259.6083146.01816729.36189.2749136.012890.22750324.2366.5217269.124-151现浇板支撑高度超过3.6m 每增加1mm2111.962.1235.111.4156.740.5157.10.1921.274-36-3换现浇栏板混凝土C25(塑性卵石砼 20C30 525#中砂)m342.01286.6812043.4265.342744.93212.478925.868.87372.634-162现浇栏板模板（出屋面）m2703.541.629265.616.464544.6134.3324151.160.81569.844-280现浇栏板 普通钢筋5mm以上t11.5793555.3841167.74642.537439.852872.8433264.6140.01463.284-28-3现浇有梁板混凝土C30（出屋面）m37.34241.031769.1627.83204.27207.611523.865.5941.034-147现浇有梁板模板m257.0221.671235.636.84390.0212.77728.152.06117.464-275-2现浇有梁板厚度10cm以外 低合金钢筋t1.4733265.044809.4189.27278.793009.254432.6366.5297.984-275-1现浇有梁板厚度10cm以外普通钢筋5mm以上t0.4373146.011374.81189.2782.712890.221263.0366.5229.07建建 筑筑 工工 程程 预预 算算 表表工程名称*印刷厂14#住宅楼建筑工程 定 额定 额 项 目单位工程量基 价合 价人工费(元)材料费(元)机械费(元)编 号单价合价单价合价单价合价第 3 页，共 8 页4-12-3现浇矩形柱混凝土C30m32.3256.41589.7446.07105.96204.67470.745.6713.044-128现浇矩形柱模板m237.6323.31877.158.73328.5113.13494.081.4554.564-259-2现浇矩形柱周长1.6m以内 低合金钢筋t0.2243309.34741.29203.7545.643016.11675.6189.4820.044-259-1现浇矩形柱周长1.6m以内普通钢筋5mm以上t0.0993190.31315.84203.7520.172897.08286.8189.488.864-132现浇柱支撑高度超过3.6m 每增加1mm237.631.1342.520.6725.210.415.050.062.264-36-3换现浇栏板混凝土C25(塑性卵石砼 20C40 525#中砂)m361.81314.3319428.7465.344038.67240.1214841.828.87548.254-36-3换现浇栏板混凝土C25(塑性卵石砼 20C35 525#中砂)m352.98295.4715653.9965.343461.71221.2611722.358.87469.934-36-3换现浇栏板混凝土C25(塑性卵石砼 20C30 525#中砂)m344.14286.6812654.0665.342884.11212.479378.438.87391.524-162现浇栏板模板（阳台）m22051.8441.685356.556.4613254.8934.3370439.670.811661.994-280现浇栏板 普通钢筋5mm以上t13.7483555.3848879.36642.538833.52872.8439495.840.01550.064-32-3换现浇整体楼梯直形 混凝土C30(塑性卵石砼 40 C45 525#中砂)m2135.2562.618468.0110.261387.6750.846876.111.51204.234-32-3换现浇整体楼梯直形 混凝土C30(塑性卵石砼 40 C40 525#中砂)m2136.560.758292.3810.261400.4948.986685.771.51206.124-32-3换现浇整体楼梯直形 混凝土C30(塑性卵石砼 40 C35 525#中砂)m211757.16680.710.261200.4245.335303.611.51176.674-32-3现浇整体楼梯直形 混凝土C30m294.7255.425249.3910.26971.8343.654134.531.51143.034-152现浇楼梯 直形模板m2483.4764.0730975.9322.510878.0838.9518831.162.621266.694-279-1现浇楼梯 普通钢筋5mm以上t8.2093185.8926152.97240.361973.122895.8123771.749.72408.15砌筑工程472558.6253425.26415838.373294.993-43-21砖多孔砖砖墙 水泥砂浆M5.0m327.57171.334723.5726.78738.32143.153946.651.438.63-44-21砖多孔砖砖墙 水泥石灰砂浆M5.0m321.6169.893669.6226.7576.72141.693060.51.532.43-38-21砖空心砖砖墙(非承重)水泥石灰砂浆M5.0m38.64170.081469.527.68239.16141.341221.181.069.163-38-21砖空心砖砖墙(非承重)水泥石灰砂浆M5.0m3977.89170.08166319.5327.6827068141.34138214.971.061036.56B:1石膏水泥墙扳m24077.9665265067.4520389.860244677.64-356砌体加筋 普通钢筋5mm以上t3.6013316.8111943.83464.551672.842837.410217.4814.8653.514-70-1预制过梁混凝土C20m327.91236.946612.9928.78803.25186.295199.3521.87610.394-213预制过梁模板m327.9195.72670.9826.55741.0162.741751.076.41178.94-327-1预制过梁 普通钢筋5mm以上t2.1543025.526516.97170.96368.2528286091.5126.5657.214-676板及其他构件安装 平板每个构件体积0.2m3以内 塔式起重机m327.9441.611162.5812.92360.9820.01559.088.68242.524-376预制混凝土构件运输 类构件 运输距离1km以内m327.9141.061145.982.9883.172.3465.3135.74997.54-721予制构件接头灌缝 小型构件m327.9144.991255.6713.75383.7629.87833.671.3738.24屋面工程71915.677770.6363446.94698.1建建 筑筑 工工 程程 预预 算算 表表工程名称*印刷厂14#住宅楼建筑工程 定 额定 额 项 目单位工程量基 价合 价人工费(元)材料费(元)机械费(元)编 号单价合价单价合价单价合价第 4 页，共 8 页8-593-1平面保温 水泥炉渣1:6m3120.4115518663.5517.652125.24137.3516538.318-588平面保温 加气混凝土地 干铺m3116.91170.1919896.916.86802163.3319094.9110-30-3找平层 水泥砂浆1:3 在填充材料上厚度20mmm2584.536.463776.071.751022.934.532647.920.18105.2210-31-3找平层 水泥砂浆1:3 厚度每增减5mmm2584.531.26736.50.31181.20.91531.920.0423.38B:2SBS防水m2641.25402565053206.253522443.757-63铸铁水斗 直径100mm个659.21355.265.9835.8851.66309.961.579.427-65铸铁弯头(含蓖子板)个650.64303.847.6946.1442.52550.452.75-32爬式扶梯制作t0.435593.952405.4682.77293.593662.771574.991248.41536.825-162踏步式扶梯安装t0.43179.7877.3193.2540.159.8425.7326.6911.485-47金属构件运输 类构件 运输距离1km以内t0.4330.1412.961.490.647.543.2421.119.0811-926金属面油漆 其他金属面调合漆二遍t0.4388.0737.8738.7516.6649.3221.21脚手架工程1565954.78270980.11314172.1980802.579-4综合脚手架 多层建筑框架结构高度20m以内 综合脚手架m216127.199.12147079.972.3437737.625.9395634.240.8513708.119-114换20m以上塔式起重机施工 住宅现浇框架檐高60m以内层数17-19 20M以上塔吊(单价*1.04)m216127.1956.43910057.331.117739.9155.33892317.429-314建筑物密目网垂直封闭100m2110.8341966107065.7437541562.7959165502.959-315建筑物密目网垂直防护架100m2110.83411342148739.3752057633.7377285563.93505541.719-316屋面及楼层临边防护栏杆（钢管）10m18.94686.21633.1536.2685.8536.3687.7413.7259.569-317楼梯防护栏杆（钢管）10m14.07252.2734.5617.9251.8927.6388.396.794.28CG60建筑工程超高费 60m以内元/m29678.5520.95202765.6211.92115368.326.8666394.852.1721002.45J2-1固定式基础(带配重)座14026.244026.244026.244026.24J3-7自升式塔式起重机元/台次119151.119151.119151.119151.1J4-2履带式挖掘机1m3以外元/台次14197.84197.84197.84197.8J4-21自升式塔式起重机元/台次120503.920503.920503.920503.9楼地面工程308557.1379946.45225078.953531.7310-26-2垫层 混凝土垫层 C15m31.34203.12272.1826.0834.95168.09225.248.9511.9910-29-3找平层 水泥砂浆1:3 在混凝土或硬基层上厚度20mmm21654.485.989893.791.712829.164.126816.460.15248.17B:3水乳型丙稀酸防水涂膜(卫生间）m21654.483659561.28813235.842846325.4410-83彩釉砖楼地面 300300mm 水泥砂浆结合层m21654.4845.6575527.016.1710208.1439.4165203.060.07115.8110-1-2垫层 灰土 3:7m3117.4252.246134.0217.272027.8433.983989.930.99116.2510-26-2垫层 混凝土垫层 C15m346.97203.129540.5526.081224.98168.097895.198.95420.3810-34-2楼地面水泥砂浆1:2.5m211739.87.8692274.832.2526414.555.4664099.310.151760.97建建 筑筑 工工 程程 预预 算算 表表工程名称*印刷厂14#住宅楼建筑工程 定 额定 额 项 目单位工程量基 价合 价人工费(元)材料费(元)机械费(元)编 号单价合价单价合价单价合价第 5 页，共 8 页10-39-2楼梯水泥砂浆1:2.5m2483.4716.147803.28.694201.357.253505.160.296.6910-29-3找平层 水泥砂浆1:3 在混凝土或硬基层上厚度20mmm225.85.98154.291.7144.124.12106.30.153.8710-60细石混凝土C20 厚度 40mmm225.812.18314.252.2758.579.692500.225.68B:3水乳型丙稀酸防水涂膜（水箱间）m228.89361040.048231.1228808.92B:4彩色聚氨酯地面m225.86516771538750129010-38-2踢脚板水泥砂浆1:2.5m14204.61.74247161.115625.060.628806.850.02284.0910-1-2垫层 灰土 3:7(散水）m333.8252.241766.7517.27584.0733.981149.20.9933.4810-26-2垫层 混凝土垫层 C15m311.27203.122289.1626.08293.92168.091894.378.95100.874-127现浇混凝土垫层模板m216.9119.98337.862.7346.1616.89285.610.366.0910-36-2加浆抹光随捣随抹 水泥砂浆1:2.5m2225.453.93886.021.65371.991.89426.10.3987.938-687变形缝 沥青玛蹄脂m30.091726.06155.35119.8610.791419.54127.76186.6616.810-1-2垫层 灰土 3:7(坡道)m320.2752.241058.917.27350.0633.98688.770.9920.0710-26-2垫层 混凝土垫层 C15m36.76203.121373.0926.08176.3168.091136.298.9560.54-127现浇混凝土垫层模板m27.4219.98148.252.7320.2616.89125.320.362.6710-41-1防滑坡道 水泥砂浆 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