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1、 工程名称：办公楼 建筑工程预算表 第 1 页 共 7 页人工合价材料合价机械合价11-3-10挖掘机挖坚土10m35362.97232.64 175047.4217054.25157993.1621-2-21*2人工挖地坑坚土深6m机械剩余5%沟槽 单价*210m3282.2621028.86 290407.77290221.48186.2932-1-13换C154现浇无筋砼垫层独立基础 机械*1.1,人工*1.110m350.52691.42135916.71 30059.62105263.21593.8841-4-13槽、坑机械夯填土10m31165.2559.16 68936.1943
2、230.7825705.4251-3-57自卸汽车运土方1km内10m35354.60879.11423603.048513.832195.39 412893.8261-3-58*2自卸汽车运土方增运1km子目乘以系数210m35354.60827.96149714.84149714.84710-4-49砼基础垫层木模板10m217.513317.65562.261188.114263.99110.1681-4-6机械原土夯实10m2541.2536.323420.722581.78838.949 4-2-11换C204现浇砼无梁式满堂基础换为【C354现浇砼 碎石40】10m3583.946
3、2913.031701052.2 206121.26 1491141.23789.811010-4-42换 无梁满堂基础胶合板模木支撑10m2177.935253.5145108.330460.69 13023.061624.551110-4-310基础竹(胶)板模板制作10m240.523834.8133828.942534.331166.58128.05124-2-23换C253现浇基础梁换为【C353现浇砼碎石31.5】10m313.183214.0342360.927579.16 34681.32100.431310-4-108换基础梁胶合板模板钢支撑10m228.251216.916
4、127.923443.82354.16329.971410-4-310基础竹(胶)板模板制作10m25.545834.814629.13346.794264.8117.52154-2-17换C254现浇矩形柱换为【C504现浇砼碎石40】10m379.3813904.49 309942.3280609.82228429.94902.56164-2-17换C254现浇矩形柱换为【C504现浇砼碎石40】10m3179.0343904.49 699036.46 181805.45515195.42035.621710-4-88换 矩形柱胶合板模板钢支撑10m21207.035240.15 2898
5、69.46 182322.6477346.830200.021810-4-311柱竹(胶)板模板制作10m2274.89858.07 235874.9917628.71217330.9915.3819 10-4-102柱钢支撑高超过3.6m每增3m10m2268.63670.318885.1115661.482511.75711.892010-1-4单排外钢管脚手架15m内10m22124.90992.55196660.33 73203.1298680.77 24776.44214-2-20换C253现浇构造柱换为【C252现浇砼 碎石20】10m317.7523764.0466819.24
6、20407.1746210.23201.842210-4-98构造柱组合钢模板钢支撑10m2246.691402.8399374.5463934.91290756364.63234-2-36换C252现浇有梁板换为【C352现浇砼碎石20】10m3189.0213301.27 624009.36106993.45 515367.651648.26244-2-36换C252现浇有梁板换为【C352现浇砼碎石20】10m3177.0083301.27584351.2 100193.61482614.081543.51254-2-36换C252现浇有梁板换为【C503现浇砼 碎石31.5】10m31
7、06.4423586.39381742.5260250.43 320563.92928.17264-2-36换C252现浇有梁板换为【C503现浇砼 碎石31.5】10m3155.9663586.39 559354.988282.99 469711.881360.022710-4-160换有梁板胶合板模板钢支撑10m24356.842249.151085507.2 611918.46355169.76118418.972810-4-313梁竹(胶)板模板制作10m2485.216957.3464497.51 51947.254102942256.2629 10-4-315板竹(胶)板模板制作1
8、0m2507.011792.51401811.2650249.86349300.132261.273010-4-130梁钢支撑高超过3.6m每增3m10m22840.42565.7 186615.92165596.789288.1911730.96314-2-26换C253现浇圈梁换为【C351现浇砼10m32.4363969.64 9670.042790.026861.4618.56数量单价合价其中序号定额编码子目名称单位 工程名称：办公楼 建筑工程预算表 第 2 页 共 7 页人工合价材料合价机械合价碎石16】3210-4-127换圈梁胶合板模板木支撑10m224.39220.215370
9、.923115.332048.76206.833310-4-313梁竹(胶)板模板制作10m24.787957.34582.87512.534048.0822.26344-2-61换C302现浇后浇带楼板换为【C352现浇砼 碎石20】10m36.8213903.35 26625.926203.8420312.94109.14354-2-60换C302现浇后浇带梁换为【C504现浇砼 碎石300换为【C503现浇砼 碎石31.5】10m30.8854349.333848.29991.35 2842.7814.16374-2-64换C302现浇后浇带基础底板换为【C354现浇砼 碎石40】10m
10、39.233576.8433015.667054.4325863.9597.293810-4-193换后浇带有梁板平板胶合板模钢支撑10m260.256353.3321290.258462.96 11189.541637.7639 10-4-313梁竹(胶)板模板制作10m241.168957.3 39410.224407.4634811.33191.434010-4-185换后浇带墙胶合板模板钢支撑10m24.95326.691617.25871.07578.21167.974110-4-314墙竹(胶)板模板制作10m21.72787.96135577.471273.094.44424-2
11、-51换C202现浇栏板换为【C352现浇砼碎石20】10m31.5434272.126591.882322.524269.364310-4-206栏板木模板木支撑10m228.426605.0617199.44 4564.93 12257.29377.21444-2-32换C253现浇砼弧型墙换为【C503现浇砼 碎石31.5】10m331.2863954.19 123710.79 30327.7193056.77326.31454-2-30换C253现浇砼墙换为【C503现浇砼碎石31.5】10m397.6343888.1 379610.76 88278.71 290313.721018.
12、32464-2-30换C253现浇砼墙换为【C503现浇砼碎石3.6m每增3m10m2297.4438.5411463.3410877.38282.57303.39534-1-117墙面钉钢丝网10m243.824173.357596.891300.76296.19543-3-21M5.0混浆煤矸石空心砖墙18010m3213.142798.02596369.98160861.02 431482.754026.215510-1-8双排外钢管脚手架50m内10m21335.8217.62290696.893452.57176005.0121239.225610-1-24双排里钢管脚手架6m内10
13、m2984.8149.85 49092.7829229.16 7858.7812004.83574-1-2现浇构件圆钢筋 6.5t0.0395956.07232.2945.68185.011.6584-1-3现浇构件圆钢筋 8t2.8875501.4715882.742191.12 13565.23126.3959 4-1-14现浇构件螺纹钢筋 14t8.845126.4445317.733701.3140850.26766.16604-1-52现浇构件箍筋 6.5t10.1196269.86 63444.7115000.5148002.51441.69614-1-52现浇构件箍筋 6.5t8
14、.5046269.86 53318.89 12606.4140341.28371.2数量单价合价其中序号定额编码子目名称单位 工程名称：办公楼 建筑工程预算表 第 3 页 共 7 页人工合价材料合价机械合价62 4-1-53 现浇构件箍筋 8t21.2255715.23121305.76 20203.6599730.541371.56634-1-53 现浇构件箍筋 8t97.4695715.23557057.7592778.79457980.516298.4564 4-1-54现浇构件箍筋 10t2.5485388.9913731.151678.6 11919.54 133.01654-1-5
15、4现浇构件箍筋 10t189.809 5388.991022878.8125044.27887926.5 9908.03664-1-55 现浇构件箍筋 12t176.7815113.73904010.391913.75 804160.86 7935.7674-1-98 砌体加固筋 6.5内t16.5185954.09 98349.6613376.9479628.495344.2368 4-1-104 现浇构件螺纹钢筋级 8t201.3255679.31143385.1 152797.62980676.22 9911.2369 4-1-105现浇构件螺纹钢筋级 10t92.5185492.625
16、08166.22 51486.27452522.194157.76704-1-106现浇构件螺纹钢筋级 12t116.415293.12 616172.157131.7 546596.1712444.23714-1-107现浇构件螺纹钢筋级 14t108.8625149.91 560629.545580.52504724.51 10324.4772 4-1-108 现浇构件螺纹钢筋级 16t323.0445062.441635390.9119506.9 1486193 29690.97734-1-109 现浇构件螺纹钢筋级 18t116.7315032.64587465.138048.4753
17、9649.759766.8874 4-1-110现浇构件螺纹钢筋级 20t197.378 4989.56984829.3757535.69911227.1216066.57754-1-111现浇构件螺纹钢筋级 22t180.45 4953.58893873.51 47723.61 832601.7113548.19764-1-112 现浇构件螺纹钢筋级 25t473.391 4926.172332004.5111147.47 2191738.829118.28774-1-113现浇构件螺纹钢筋级 28t63.8284971.86317343.88 14343.43298695.25 4305.
18、278 4-1-114 现浇构件螺纹钢筋级 30t15.3544973.08 76356.673580.55 71851.96924.1679 4-1-115现浇构件螺纹钢筋级 32t535.0124970.962659523.3123630.572503690.332202.3780 4-1-13 现浇构件螺纹钢筋 12t2.3075227.7512060.421132.2310702.96225.2381 4-1-116电渣压力焊接头 1610个1415.541.66 58969.73 26257.5312965.9819746.23824-1-85带肋钢筋接头冷挤压连接 2510个486
19、.9 133.54 65020.63 19096.2235115.23 10809.1883 4-1-86带肋钢筋接头冷挤压连接 2810个124.5163.72 20383.145476.76 11935.822970.57844-1-87带肋钢筋接头冷挤压连接 3210个566214.27121276.8227298.1879443.76 14534.8885 4-1-90电渣压力焊接头 1810个133.648.026415.47 2832.32 1579.15200486 4-1-91电渣压力焊接头 2010个911.256.72 51683.2621732.12 13959.58 1
20、5991.5687 4-1-92 电渣压力焊接头 2210个58664.0437527.441552911098.84 10899.6889-2-315 铝合金玻璃隔断10m2213.86 1544.19330240.47 42504.68283862.79 3873893-4-13 双层石膏空心条板墙10m282.5 1487.27122699.7812680.25109696.95 322.5890 9-4-241砼界面剂涂敷砼面10m225.848 81.712112.04 183.52 1928.5291 9-2-329墙柱面矿棉板保温10m225.848321.38 8307.036
21、30.177676.86929-2-349墙面耐碱纤维网格布 一层布10m225.848 50.821313.6602.78710.8293 9-2-132墙面干挂花岗岩密缝10m225.848 3838.0199204.8811617.1386597.78 989.98949-4-242砼界面剂涂敷加气砼砌块面10m2682.598 98.1566996.995754.3 61242.6995 9-2-329墙柱面矿棉板保温10m2682.598321.38 219373.3516641.74 202731.6196 9-2-349墙面耐碱纤维网格布 一层布10m2682.598 50.82
22、34689.63 15918.19 18771.4597 9-4-183砼外墙面丙烯酸涂料(一底二涂)10m2682.598125.7285816.2229665.7156150.51数量单价合价其中序号定额编码子目名称单位 工程名称：办公楼 建筑工程预算表 第 4 页 共 7 页人工合价材料合价机械合价98 9-2-21砼墙面墙裙水泥砂浆12+810m2390.324156.2460984.22 32271.9927287.551424.68999-4-260内墙抹灰面满刮腻子二遍10m2390.32449.0919161.019949.369211.65100 9-4-244内墙柱抹灰面刷
23、106涂料二遍10m2390.32426.59 10378.728813.521565.2101 9-2-21砼墙面墙裙水泥砂浆12+810m2353.865156.2455287.8729257.5624738.71291.61102 9-2-21砼墙面墙裙水泥砂浆12+810m2353.865156.2455287.8729257.5624738.71291.61103 6-2-33立面二层SBS改性沥青卷材满铺10m2353.865953.65337463.3614628.78 322834.58104 6-2-11立面防水砂浆防水层10m222.333152.813412.711657
24、.111684.5871.02105 9-2-176墙面砂浆粘贴瓷砖200X20010m2239.263517.85 123902.34 50216.5271252.522433.3106 9-2-111有108胶增减一遍素水泥浆10m22274.67112.95 29456.99 14466.91 14990.08107 9-2-20砖墙面墙裙水泥砂浆14+610m22274.671143.07 325437.18 174808.47 142326.168302.55108 9-4-244内墙柱抹灰面刷106涂料二遍10m22274.67126.5960483.551362.079121.4
25、3109 9-4-242砼界面剂涂敷加气砼砌块面10m2308.68498.15 30297.332602.2127695.13110 9-2-351混凝土墙面FH微泡保温砂浆厚 30mm10m2308.684298.75 92219.3534029.32 56516.951673.07111 9-2-349 墙面耐碱纤维网格布 一层布10m2308.68450.8215687.327198.518488.81112 9-4-244内墙柱抹灰面刷106涂料二遍10m2308.68426.598207.916970.081237.82113 2-1-13C154现浇无筋砼垫层10m31.4132
26、636.243725.01764.622945.2915.1114 9-1-11:3砂浆硬基层上找平层20mm10m214.13102.99 1455.25584.13826.1844.93115 6-2-32平面二层SBS改性沥青卷材满铺10m214.113944.6413331.7456.2712875.43116 6-2-71聚氨酯二遍10m214.113675.799537.42306.689230.75117 9-1-4C20细石砼找平层40mm10m214.113162.422292.23770.431517.294.52118 9-1-5*-2C20细石砼找平层5mm子目乘以系数
27、-210m214.113-40.62-573.27-209.44-362.42-1.41119 2-1-13C154现浇无筋砼垫层10m348.2892636.24 127300.3426130.41 100653.72516.21120 9-1-11:3砂浆硬基层上找平层20mm10m2482.886102.9949732.43 19962.5128234.341535.58121 6-2-32平面二层SBS改性沥青卷材满铺10m2482.886944.64456153.4315611.7 440541.73122 9-1-4C20细石砼找平层40mm10m2482.886162.42784
28、30.3426360.7551915.07154.52123 9-1-5*-2C20细石砼找平层5mm子目乘以系数-210m2482.886-40.62-19614.83-7166.03-12400.51-48.29124 9-1-4C20细石砼找平层40mm10m256.51162.429178.353084.886075.3918.08125 9-1-5*-2C20细石砼找平层5mm子目乘以系数-210m256.51-40.62-2295.44-838.61-1451.18-5.65126 6-2-931.5厚LM高分子涂料防水层10m285.64470.8240321.02590.06
29、39730.97127 9-1-112全瓷地板砖楼地面1600内10m256.51734.3541498.129823.7 31077.67596.75128 9-1-142橡胶板楼地面10m29.45395.263735.21786.332948.87129 9-1-11:3砂浆硬基层上找平层20mm10m29.45102.99973.26390.66552.5430.05130 9-1-26C20细石砼地面40mm10m21879.372183.01 343943.87108571.32 231726.573645.98131 9-1-177地面抗裂砂浆厚 10mm以内10m271.983
30、98.35 28673.233051.95 25493.16128.12132 9-1-174地面胶粉聚苯颗粒找平层 10mm厚10m271.98139.8510066.43509.746435.73120.931339-1-175*2地面胶粉聚苯颗粒找平层 厚度每增减5mm子目乘以系数210m271.9857.984173.41144.482907.99 120.93数量单价合价其中序号定额编码子目名称单位 工程名称：办公楼 建筑工程预算表 第 5 页 共 7 页人工合价材料合价机械合价134 9-1-21:3砂浆填充料上找平层20mm10m271.98 112.548100.63 3051
31、.954765.8282.88135 9-3-5砼面顶棚混合砂浆找平10m2117.7158810358.927237.122912.27209.53136 9-4-246顶棚抹灰面刷106涂料二遍10m2117.71533.043889.3 3412.56476.75137 9-3-5砼面顶棚混合砂浆找平10m22549.81688 224383.81156762.6963082.45 4538.67138 9-4-246顶棚抹灰面刷106涂料二遍10m22549.81633.04 84245.92 73919.17 10326.75139 9-4-147墙柱内面木基层喷真石漆三遍成活10m
32、2743.0141366.311015187.544892.91954141.4316153.12140 9-3-143顶棚胶粉聚苯颗粒找平层厚 10mm10m2743.014187.42 139255.68 66945.5670853.821456.311419-3-143*4顶棚胶粉聚苯颗粒找平层厚 10mm子目乘以系数410m2743.014749.68557022.74267782.25 283415.26 5825.23142 9-3-145顶棚抗裂砂浆厚 5mm 以内10m2743.014254.11188807.2937016.96 151025.03765.3143 6-3-7
33、砼板上加气砼块10m36.4291072.36893.561233.425660.14144 9-1-11:3砂浆硬基层上找平层20mm10m2321.438102.9933104.913288.25 18794.48 1022.17145 6-2-32平面二层SBS改性沥青卷材满铺10m2321.438944.64 303643.1910392.09 293251.1146 6-3-10砼板上沥青玻璃棉毡10m325.7157062.72181618.13 6351.1175267.03147 9-1-178 地面耐碱纤维网格布10m2321.43840.22 12928.244088.69
34、 8839.55148 9-1-4C20细石砼找平层40mm10m2321.438162.42 52207.96 17547.334557.8102.86149 4-1-2现浇构件圆钢筋 6.5t8.357 5956.07 49777.2 9789.0139645.79342.4150 9-1-11:3砂浆硬基层上找平层20mm10m2141.758102.99 14599.665860.288288.59 450.79151 6-2-32平面二层SBS改性沥青卷材满铺10m2160.26944.64 151388.015181.21146206.8152 6-3-10砼板上沥青玻璃棉毡10m
35、311.3417062.72 80095.762800.91 77294.85153 9-1-178 地面耐碱纤维网格布10m2141.75840.225701.511803.16 3898.35154 9-1-109 广场砖楼地面矩形10m2141.758 1272.69 180413.9924192.42 155612.01609.56155 6-3-7砼板上加气砼块10m33.3081072.33547.17634.672912.5156 9-1-11:3砂浆硬基层上找平层20mm10m282.7102.998517.27 3418.824835.47262.99157 6-3-10砼板
36、上沥青玻璃棉毡10m36.6167062.72 46726.96 1634.02 45092.94158 9-1-4C20细石砼找平层40mm10m282.7162.42 13432.134514.59 8891.0826.46159 4-1-2现浇构件圆钢筋 6.5t2.155956.0712805.552518.310199.1788.09160 6-2-38平面氯化聚乙烯-橡胶共混卷材10m282.7833.38 68920.538459.3860461.14161 6-2-38平面氯化聚乙烯-橡胶共混卷材10m282.7833.38 68920.538459.3860461.14162
37、 9-1-134楼地面地毯10m282.7 2089.22172778.496574.65166203.84163 9-1-143塑料板楼地面10m282.7362.3929969.6511746.71 18222.95164 9-1-178 地面耐碱纤维网格布10m284.940.223414.68 1079.932334.75165 1-4-10人工夯填土(地坪)10m324.8185.33 2117.042103.8913.15166 6-4-21铸铁落水斗10个1.5614.58921.87 213.06708.81167 6-4-22铸铁弯头落水口(含箅子板)10个1.5702.63
38、1053.95284.61769.34168 6-4-9塑料水落管 10010m57282.6516111.051510.5 14600.55169 4-2-42换C202现浇直形楼梯无斜梁100换为【C352现浇砼 碎石20】10m2110.344827.191265.5225849.1964901.03515.31170 4-2-46换C202现浇楼梯板厚10子目乘以系数4换为【C351现浇砼 碎石16】10m2110.344170.2918790.48 5380.3713308.59 101.52数量单价合价其中序号定额编码子目名称单位 工程名称：办公楼 建筑工程预算表 第 6 页 共
39、7 页人工合价材料合价机械合价171 9-5-213不锈钢管靠墙扶手10m28.0043233.2390543.3710775.3879309.29458.71172 6-1-22钢檩上玻璃钢波纹瓦屋面10m20.783309.85242.4624.47217.99173 4-2-49换C202现浇雨篷换为【C252现浇砼碎石20】10m20.995378376.11110.22264.531.36174 6-2-10平面防水砂浆防水层10m20.995127.37126.7348.5275.053.16175 B-1不锈钢栏杆1mm112.9511012424.512424.5176 B-2
40、不锈钢栏杆850m85.411093949394177 8-7-49砼散水3:7灰土垫层10m221.997626.6413784.24348.599293.95141.66178 8-7-55带齿槽砼坡道100灰土垫层3:710m211.07943.810447.873420.526954.8472.51179 4-2-57换C202现浇台阶换为【C252现浇砼碎石20】10m38.893496.8831087.967180.7923704.83202.34180 10-4-205台阶木模板木支撑10m29.89269.912669.461352.391259.0258.06181 10-5
41、-71.25履带液压单斗挖掘机运输费台次35742.4217227.261908690.314628.96182 10-5-22自升式塔式起重机安.拆台次125557.8425557.846360448.5418749.3183 10-2-2一层地下室砼垂直运输10m2592.1323.3 191425.93191425.93184 10-2-3二层地下室砼垂直运输10m2602278.56 167693.12167693.12185 10-2-1750m内其他框架结构垂直运输10m22896.3579.66 1678869.355261.41623607.9186 1-4-3竣工清理10m3
42、12827.628.48 108778.22 108778.22187 4-1-96铁件t17692.087692.081298.55972.84420.74188 1-4-2机械场地平整10m2606.6165.553366.72321.513045.21189 1-3-14挖掘机挖普通土自卸汽车运1km内10m36027.142131.73 793955.4228749.472471.13 762734.82190 1-2-1人工挖普通土深2m内10m3317.218120.8438332.6238332.62191 1-2-1人工挖普通土深2m内10m3317.218120.843833
43、2.6238332.62192 1-3-9挖掘机挖普通土10m3676.3226.617990.112150.715839.41193 4-1-2现浇构件圆钢筋 6.5t75956.0741692.498199.133206.6286.79194 4-1-100墙面钉钢板网10m295.2145.5313854.462825.5411028.92195 2-5-21锚杆机钻孔灌浆10m562.61656.37 931873.76178906.8 418788.19 334178.77196 2-5-23换土层喷射砼护坡 初喷5010m2317240.7876327.2624865.483911
44、7.812343.98197 2-5-25换喷射砼护坡每增减10mm10m2-63446.52-29493.68-9072.54-15640.78-4780.36198 10-1-5双排外钢管脚手架15m内10m2317125.0739647.1914616.8719990.025040.3199 3-1-27M5.0砂浆砖台阶10m31.72797.294755.391238.883469.6246.9200 9-2-20砖墙面墙裙水泥砂浆14+610m222.5143.073219.081729.131407.8382.13201 2-3-22螺旋钻机钻孔12m内10m3405.81520
45、83.66 845580.48 214651.7950239.9580688.8202 2-3-23换螺旋钻孔灌注砼桩12m内10m3405.8153062.02 1242613.795926.55 1027219.2 119467.88203 4-4-7基础泵送砼30m3/h10m3405.815286.46 116249.7680440.6515132.8420676.27204 4-4-21其他构件输送砼管道安拆 50m内10m3405.81564.226053.329678.6916374.64205 2-3-67灌注砼桩凿桩头10m323.8691027.424523.0117900.566622.45数量单价合价其中序号定额编码子目名称单位 工程名称：办公楼 建筑工程预算表 第 7 页 共 7 页411224307123253287495215249656.1合计