建筑工程预算表_xls.XLS

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1、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2000mm36332.913.748701

2、4.042.8818238.7510.8668775.291-105*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t64.8523335.31216301.52292.3118956.89

3、2991.26193989.1951.743355.444-252-1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m31254.02263.54330484.43

4、19.4824428.31232.99292174.1211.07138824-123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

5、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

6、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

7、.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.

8、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

9、 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C30m31

10、09.95241.0326501.2527.833059.91207.6122826.725.59614.624-147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t29.9673146.0194276.47189.275671.852890.2286611.2266.5219

11、93.44-29-3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.

12、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)m3191.89275.3352833.0827.8353

13、40.3241.9146420.115.591072.674-28-3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）m3353.3241.0385155.927.839832.34207.6173348.615.591974.95

14、4-147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)m342.01286.6812043.4265.34274

15、4.93212.478925.868.87372.634-162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.

16、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C30m3

17、2.3256.41589.7446.07105.96204.67470.745.6713.044-128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.

18、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

19、.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#

20、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

21、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M5.0m38.64170.081469.5

22、27.68239.16141.341221.181.069.163-38-21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.

23、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m327.9141.061145.982.9883.172.3465.313

24、5.74997.54-721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m311

25、6.91170.1919896.916.86802163.3319094.9110-30-3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(

26、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1565954.7

27、8270980.11314172.1980802.579-4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1

28、00m2110.83411342148739.3752057633.7377285563.93505541.719-316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14026.244026.2440

29、26.244026.24J3-7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20mmm21654.485.98

30、9893.791.712829.164.126816.460.15248.17B: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 C15m346.97203.129540.5526.081224.98

31、168.097895.198.95420.3810-34-2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2

32、0mmm225.85.98154.291.7144.124.12106.30.153.8710-60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）m333.8252.241766.7517.27

33、584.0733.981149.20.9933.4810-26-2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-

34、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 1:2m267.5810.38701.483.16213.557.03475.090.1912.843-84-1零星砖砌体水泥砂浆M5.0m32.23164.35366.550.7

35、1113.08112.11250.011.533.4111-685不锈钢栏杆m74.2142.3910565.3316.761243.59123.979198.571.66123.17装饰工程2135557.17523746.221587977.4523833.511-91现浇混凝土天棚 水泥砂浆底面m21654.487.5812540.963.646022.313.816303.570.13215.0811-958抹灰面油漆 抹灰面乳胶漆二遍m21654.482.043375.140.821356.671.222018.4711-1009喷（刷）涂料 墙、柱、天棚、砖墙面刮腻子刷大白浆三遍m

36、21654.481.181952.280.921522.120.26430.1611-1008喷（刷）涂料 墙、柱、天棚、砖墙面刷石灰大白浆三遍m2-1654.480.57-943.060.43-711.430.14-231.6311-213石膏板面层 不上人型装配式 U型轻钢天棚龙骨 一级m2108.446.965090.466.81738.239.544286.140.6166.1211-1009喷（刷）涂料 墙、柱、天棚、砖墙面刮腻子刷大白浆三遍m2108.41.18127.910.9299.730.2628.1811-1008喷（刷）涂料 墙、柱、天棚、砖墙面刷石灰大白浆三遍m2-10

37、8.40.57-61.790.43-46.610.14-15.1811-958抹灰面油漆 抹灰面乳胶漆二遍m2108.42.04221.140.8288.891.22132.2511-1现浇混凝土天棚 水泥石灰砂浆底纸筋灰浆面m212140.676.882556.553.1838607.333.4742128.120.151821.111-1009喷（刷）涂料 墙、柱、天棚、砖墙面刮腻子刷大白浆三遍m212140.671.1814325.990.9211169.420.263156.5711-1008喷（刷）涂料 墙、柱、天棚、砖墙面刷石灰大白浆三遍m2-12140.670.57-6920.1

38、80.43-5220.490.14-1699.6911-958抹灰面油漆 抹灰面乳胶漆二遍m212140.672.0424766.970.829955.351.2214811.62B:3水乳型丙稀酸防水涂膜（卫生间厨房墙面）m27616.8236274205.52860934.5628213270.96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 6 页，共 8 页11-494墙面墙裙152152瓷板 水泥石灰砂浆结合层m27616.8247.1535

39、9133.0614.79112652.7732.22245413.940.141066.3511-335砖墙面、墙裙水泥砂浆m25220.187.840717.43.3317383.24.322446.770.17887.4311-1009喷（刷）涂料 墙、柱、天棚、砖墙面刮腻子刷大白浆三遍m25220.181.186159.820.924802.570.261357.2511-1008喷（刷）涂料 墙、柱、天棚、砖墙面刷石灰大白浆三遍m2-5220.180.57-2975.510.43-2244.680.14-730.8311-958抹灰面油漆 抹灰面乳胶漆二遍m25220.182.0410

40、649.170.824280.551.226368.6211-336混凝土墙面、墙裙水泥砂浆m220433.088.71177972.133.673559.094.94100939.420.173473.6211-1009喷（刷）涂料 墙、柱、天棚、砖墙面刮腻子刷大白浆三遍m220433.081.1824111.030.9218798.430.265312.611-1008喷（刷）涂料 墙、柱、天棚、砖墙面刷石灰大白浆三遍m2-20433.080.57-11646.850.43-8786.220.14-2860.6311-958抹灰面油漆 抹灰面乳胶漆二遍m220433.082.0441683

41、.490.8216755.131.2224928.3611-958抹灰面油漆 抹灰面乳胶漆二遍（石膏板墙）m28155.922.0416638.070.826687.851.229950.22B:5一布二涂氯丁胶防水（地下室外墙）m2803.093024092.754015.452520077.258-608换平面保温 楼地面铺聚苯乙烯泡沫塑料板m34.97421.372094.21111.73555.3309.641538.918-678砂浆抹面防水 防水砂浆 平面m266.678.14542.72.01134.015.98398.690.151011-341零星项目 水泥砂浆m266.67

42、19.921328.0715.091006.054.67311.350.1610.6711-991喷（刷）涂料 墙、柱、天棚抹灰面106涂料二遍m266.671.2281.340.8254.670.426.6711-341零星项目 水泥砂浆m232.5619.92648.615.09491.334.67152.060.165.2111-981换喷（刷）涂料 外混凝土墙JH801涂料(材料+18.7)m211.125277.51.4215.7622.45249.21.1312.5411-639石棉吸音板 护壁板m21320.4853.2370289.1512.4516439.9840.75538

43、09.560.0339.61B:6铁丝网m21320.48810563.84810563.844-725磷镁混凝土通风道 三孔220*420m432.970.7330619.0110.794670.9959.8825922.050.0625.974-726磷镁混凝土通风道 三孔240*540m432.995.2241220.7413.85974.0281.3535216.420.0730.311-336混凝土墙面、墙裙水泥砂浆m211293.498.7198366.293.640656.564.9455789.840.171919.8911-981换喷（刷）涂料 外混凝土墙JH801涂料(材料

44、+18.7)m210916.9425272923.491.4215502.0522.45245085.31.1312336.14B:8外墙贴挤塑聚苯板m29600.940384036548004.535336031.5B:6铁丝网m29600.9876807.2876807.211-341窗套 水泥砂浆m2817.3219.9216281.0115.0912333.364.673816.880.16130.7711-1009喷（刷）涂料 墙、柱、天棚、砖墙面刮腻子刷大白浆三遍m2817.321.18964.430.92751.930.26212.511-1008喷（刷）涂料 墙、柱、天棚、砖墙

45、面刷石灰大白浆三遍m2-817.320.57-465.870.43-351.450.14-114.4211-958抹灰面油漆 抹灰面乳胶漆二遍m2817.322.041667.330.82670.21.22997.13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 7 页，共 8 页11-685不锈钢栏杆m140.72142.3920037.1316.762358.47123.9717445.061.66233.65-35零星构件制作t1.6365245

46、.938582.34859.691406.453460.475661.33925.771514.565-167铁件安装 不焊接固定t1.636477.93781.9373610.23104.93171.675-47金属构件运输 类构件 运输距离1km以内t1.63630.1449.321.492.447.5412.3421.1134.5411-926金属面油漆 其他金属面调合漆二遍t1.01188.0789.0438.7539.1849.3249.86门窗工程1354905.05110209.191239551.75144.1612-191保温防盗钢门m2300.3291.0187390.36

47、.011804.828585585.512-73胶合板门不带纱门 不带亮子 制作m2850.7195.9481617.117.716558.9785.6672871.822.572186.3212-89胶合板门、纤维板门 及下带百页门 不带纱门 不带亮子 安装m2850.7112.3110472.243.693139.128.627333.1212-77胶合板下带百页门 不带纱门不带亮子制作m2304.08102.1731067.8610.383156.3589.2227130.022.57781.4912-89胶合板门、纤维板门 及下带百页门 不带纱门 不带亮子 安装m2304.0812.3

48、13743.233.691122.068.622621.1712-45镶木板门不带纱门 不带亮子 制作m220.79831725.578.07167.7872.171500.412.7657.3812-61镶木板门、镶纤维板门及下带 百页门不带纱门不带亮子 安装m220.7912.85267.153.981.088.95186.0712-183木门窗运输 运距在3Km以内单层m21175.582.282680.320.68799.391.61880.9311-792木材面油漆 单层木门 润油粉、刮腻子、刷调和漆三遍m21175.5816.6519573.418.489968.928.17960

49、4.4912-267铝合金卷闸门m27.56141.851072.3914.18107.2126.62957.251.057.9411-716门窗贴脸m4071.51.716962.280.311262.171.355496.530.05203.5811-782木材面油漆 木扶手(不带托板)调和漆二遍m4071.51.35292.960.833379.350.471913.6112-238塑料门 不带亮m2515.34307.73158585.575.532849.83302.19155730.590.015.1512-240塑料窗 带纱m21003.59319.96321108.669.43

50、9463.85310.52311634.770.0110.0412-238塑料门 不带亮m23.78307.731163.225.5320.9302.191142.280.010.0412-271活动小门个0.8154.93123.9421.2917.03133.64106.91B:9密闭门m25.23001560502602501300B:10木质全板防火门m2422.94320135340.87029605.8250105735B:11防火窗m2368.553201179367025798.525092137.512-240塑料窗 带纱(阳台封闭窗)m21128.96319.9636122