办公楼建筑装饰工程预算书范本.xls

1、 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 1 页 共 11 页序号定额编码子目名称单位数量单价合价其中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 290407.77 290221.48186.2932-1-13换C154现浇无筋砼垫层独立基础 机械*1.1,人工*1.110m350.52691.42 135916.7130059.62 105263.21593.8841-4-13槽、坑机械

2、夯填土10m31165.2559.1668936.1943230.7825705.4251-3-57自卸汽车运土方1km内10m35354.60879.11 423603.048513.832195.39 412893.8261-3-58*2自卸汽车运土方增运1km子目乘以系数210m35354.60827.96 149714.84149714.84710-4-49砼基础垫层木模板10m217.513317.65562.261188.114263.99110.1681-4-6机械原土夯实10m2541.2536.323420.722581.78838.9494-2-11换C204现浇砼无梁式满

3、堂基础换为【C354现浇砼 碎石40】10m3583.9462913.03 1701052.2 206121.26 1491141.23789.811010-4-42换 无梁满堂基础胶合板模木支撑10m2177.935253.5145108.330460.6913023.061624.551110-4-310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】10m313.183214.0342360.927579.1634681.32100.431310-4-108

4、换基础梁胶合板模板钢支撑10m228.251216.916127.923443.82354.16329.971410-4-310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 309942.3280609.82 228429.94902.56164-2-17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

5、合板模板钢支撑10m21207.035240.15 289869.46 182322.6477346.830200.021810-4-311柱竹(胶)板模板制作10m2274.89858.07 235874.9917628.71217330.9915.381910-4-102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10m22124.90992.55 196660.3373203.1298680.7724776.44214-2-20换C253现浇构造柱换为【C252现浇砼 碎石2

6、0】10m317.7523764.0466819.2420407.1746210.23201.842210-4-98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 624009.36 106993.45 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 100193.61 482614.081543.51254-2-36换C25

7、2现浇有梁板换为【C503现浇砼 碎石31.5】10m3106.4423586.39 381742.5260250.43 320563.92928.17264-2-36换C252现浇有梁板换为【C503现浇砼 碎石31.5】10m3155.9663586.39559354.988282.99 469711.881360.022710-4-160换有梁板胶合板模板钢支撑10m24356.842249.15 1085507.2 611918.46 355169.76 118418.972810-4-313梁竹(胶)板模板制作10m2485.216957.3 464497.5151947.25410

8、2942256.262910-4-315板竹(胶)板模板制作10m2507.011792.51 401811.2650249.86 349300.132261.273010-4-130梁钢支撑高超过3.6m每增3m10m22840.42565.7 186615.92 165596.789288.1911730.96 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 2 页 共 11 页314-2-26换C253现浇圈梁换为【C351现浇砼10m32.4363969.649670.042790.026861.4618.56 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 3 页 共 11

9、页序号定额编码子目名称单位数量单价合价其中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10m224.39220.215370.923115.332048.76206.833310-4-313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】10m36.8213903.3526625.926203.8420312.94109.14354-2-60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.

10、8854349.333848.29991.352842.7814.16374-2-64换C302现浇后浇带基础底板换为【C354现浇砼 碎石40】10m39.233576.8433015.667054.4325863.9597.293810-4-193换后浇带有梁板平板胶合板模钢支撑10m260.256353.3321290.258462.9611189.541637.763910-4-313梁竹(胶)板模板制作10m241.168957.339410.224407.4634811.33191.434010-4-185换后浇带墙胶合板模板钢支撑10m24.95326.691617.25871.

11、07578.21167.974110-4-314墙竹(胶)板模板制作10m21.72787.96135577.471273.094.44424-2-51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10m228.426605.0617199.444564.9312257.29377.21444-2-32换C253现浇砼弧型墙换为【C503现浇砼 碎石31.5】10m331.2863954.19 123710.7930327.7193056.77326.31454-2-30换C253现

12、浇砼墙换为【C503现浇砼碎石31.5】10m397.6343888.1 379610.7688278.71 290313.721018.32464-2-30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18010m3213.142798.02 596369.98 160861.02 431482.754026.215510-1-8双排外钢管脚手架50m内

13、10m21335.8217.62290696.893452.57 176005.0121239.225610-1-24双排里钢管脚手架6m内10m2984.8149.8549092.7829229.167858.7812004.83574-1-2现浇构件圆钢筋6.5t0.0395956.07232.2945.68185.011.6584-1-3现浇构件圆钢筋8t2.8875501.4715882.742191.1213565.23126.39594-1-14现浇构件螺纹钢筋14t8.845126.4445317.733701.3140850.26766.16604-1-52现浇构件箍筋6.5t

14、10.1196269.8663444.7115000.5148002.51441.69614-1-52现浇构件箍筋6.5t8.5046269.8653318.8912606.4140341.28371.2 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 4 页 共 11 页序号定额编码子目名称单位数量单价合价其中人工合价材料合价机械合价624-1-53现浇构件箍筋8t21.2255715.23 121305.7620203.6599730.541371.56634-1-53现浇构件箍筋8t97.4695715.23 557057.7592778.79 457980.516298.45644

15、-1-54现浇构件箍筋10t2.5485388.9913731.151678.611919.54133.01654-1-54现浇构件箍筋10t189.8095388.99 1022878.8 125044.27887926.59908.03664-1-55现浇构件箍筋12t176.7815113.73904010.391913.75 804160.867935.7674-1-98砌体加固筋6.5内t16.5185954.0998349.6613376.9479628.495344.23684-1-104现浇构件螺纹钢筋级8t201.3255679.3 1143385.1 152797.62 9

16、80676.229911.23694-1-105现浇构件螺纹钢筋级10t92.5185492.62 508166.2251486.27 452522.194157.76704-1-106现浇构件螺纹钢筋级12t116.415293.12616172.157131.7 546596.1712444.23714-1-107现浇构件螺纹钢筋级14t108.8625149.91560629.545580.52 504724.5110324.47724-1-108现浇构件螺纹钢筋级16t323.0445062.44 1635390.9119506.9148619329690.97734-1-109现浇构

17、件螺纹钢筋级18t116.7315032.64587465.138048.47 539649.759766.88744-1-110现浇构件螺纹钢筋级20t197.3784989.56 984829.3757535.69 911227.1216066.57754-1-111现浇构件螺纹钢筋级22t180.454953.58 893873.5147723.61 832601.7113548.19764-1-112现浇构件螺纹钢筋级25t473.3914926.17 2332004.5 111147.47 2191738.829118.28774-1-113现浇构件螺纹钢筋级28t63.828497

18、1.86 317343.8814343.43 298695.254305.2784-1-114现浇构件螺纹钢筋级30t15.3544973.0876356.673580.5571851.96924.16794-1-115现浇构件螺纹钢筋级32t535.0124970.96 2659523.3 123630.57 2503690.332202.37804-1-13现浇构件螺纹钢筋12t2.3075227.7512060.421132.2310702.96225.23814-1-116电渣压力焊接头1610个1415.541.6658969.7326257.5312965.9819746.2382

19、4-1-85带肋钢筋接头冷挤压连接2510个486.9133.5465020.6319096.2235115.2310809.18834-1-86带肋钢筋接头冷挤压连接2810个124.5163.7220383.145476.7611935.822970.57844-1-87带肋钢筋接头冷挤压连接3210个566214.27 121276.8227298.1879443.7614534.88854-1-90电渣压力焊接头1810个133.648.026415.472832.321579.152004864-1-91电渣压力焊接头2010个911.256.7251683.2621732.1213

20、959.5815991.56874-1-92电渣压力焊接头2210个58664.0437527.441552911098.8410899.6889-2-315铝合金玻璃隔断10m2213.861544.19 330240.4742504.68 283862.793873893-4-13双层石膏空心条板墙10m282.51487.27 122699.7812680.25 109696.95322.58909-4-241砼界面剂涂敷砼面10m225.84881.712112.04183.521928.52919-2-329墙柱面矿棉板保温10m225.848321.388307.03630.177

21、676.86929-2-349墙面耐碱纤维网格布 一层布10m225.84850.821313.6602.78710.82939-2-132墙面干挂花岗岩密缝10m225.8483838.0199204.8811617.1386597.78989.98949-4-242砼界面剂涂敷加气砼砌块面10m2682.59898.1566996.995754.361242.69959-2-329墙柱面矿棉板保温10m2682.598321.38 219373.3516641.74 202731.61969-2-349墙面耐碱纤维网格布 一层布10m2682.59850.8234689.6315918.1

22、918771.45979-4-183砼外墙面丙烯酸涂料(一底二涂)10m2682.598125.7285816.2229665.7156150.51 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 5 页 共 11 页序号定额编码子目名称单位数量单价合价其中人工合价材料合价机械合价989-2-21砼墙面墙裙水泥砂浆12+810m2390.324156.2460984.2232271.9927287.551424.68999-4-260内墙抹灰面满刮腻子二遍10m2390.32449.0919161.019949.369211.651009-4-244内墙柱抹灰面刷106涂料二遍10m239

23、0.32426.5910378.728813.521565.21019-2-21砼墙面墙裙水泥砂浆12+810m2353.865156.2455287.8729257.5624738.71291.611029-2-21砼墙面墙裙水泥砂浆12+810m2353.865156.2455287.8729257.5624738.71291.611036-2-33立面二层SBS改性沥青卷材满铺10m2353.865953.65 337463.3614628.78 322834.581046-2-11立面防水砂浆防水层10m222.333152.813412.711657.111684.5871.0210

24、59-2-176墙面砂浆粘贴瓷砖200X20010m2239.263517.85 123902.3450216.5271252.522433.31069-2-111有108胶增减一遍素水泥浆10m22274.67112.9529456.9914466.9114990.081079-2-20砖墙面墙裙水泥砂浆14+610m22274.671143.07 325437.18 174808.47 142326.168302.551089-4-244内墙柱抹灰面刷106涂料二遍10m22274.67126.5960483.551362.079121.431099-4-242砼界面剂涂敷加气砼砌块面10

25、m2308.68498.1530297.332602.2127695.131109-2-351混凝土墙面FH微泡保温砂浆厚 30mm10m2308.684298.7592219.3534029.3256516.951673.071119-2-349墙面耐碱纤维网格布 一层布10m2308.68450.8215687.327198.518488.811129-4-244内墙柱抹灰面刷106涂料二遍10m2308.68426.598207.916970.081237.821132-1-13C154现浇无筋砼垫层10m31.4132636.243725.01764.622945.2915.11149

26、-1-11:3砂浆硬基层上找平层20mm10m214.13102.991455.25584.13826.1844.931156-2-32平面二层SBS改性沥青卷材满铺10m214.113944.6413331.7456.2712875.431166-2-71聚氨酯二遍10m214.113675.799537.42306.689230.751179-1-4C20细石砼找平层40mm10m214.113162.422292.23770.431517.294.521189-1-5*-2C20细石砼找平层5mm子目乘以系数-210m214.113-40.62-573.27-209.44-362.42-

27、1.411192-1-13C154现浇无筋砼垫层10m348.2892636.24 127300.3426130.41 100653.72516.211209-1-11:3砂浆硬基层上找平层20mm10m2482.886102.9949732.4319962.5128234.341535.581216-2-32平面二层SBS改性沥青卷材满铺10m2482.886944.64 456153.4315611.7 440541.731229-1-4C20细石砼找平层40mm10m2482.886162.4278430.3426360.7551915.07154.521239-1-5*-2C20细石砼

28、找平层5mm子目乘以系数-210m2482.886-40.62-19614.83-7166.03-12400.51-48.291249-1-4C20细石砼找平层40mm10m256.51162.429178.353084.886075.3918.081259-1-5*-2C20细石砼找平层5mm子目乘以系数-210m256.51-40.62-2295.44-838.61-1451.18-5.651266-2-931.5厚LM高分子涂料防水层10m285.64470.8240321.02590.0639730.971279-1-112全瓷地板砖楼地面1600内10m256.51734.35414

29、98.129823.731077.67596.751289-1-142橡胶板楼地面10m29.45395.263735.21786.332948.871299-1-11:3砂浆硬基层上找平层20mm10m29.45102.99973.26390.66552.5430.051309-1-26C20细石砼地面40mm10m21879.372183.01 343943.87 108571.32 231726.573645.981319-1-177地面抗裂砂浆厚 10mm以内10m271.98398.3528673.233051.9525493.16128.121329-1-174地面胶粉聚苯颗粒找平

30、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210m271.9857.984173.41144.482907.99120.93 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 6 页 共 11 页序号定额编码子目名称单位数量单价合价其中人工合价材料合价机械合价1349-1-21:3砂浆填充料上找平层20mm10m271.98112.548100.633051.954765.8282.881359-3-5砼面顶棚混合砂浆找平10m2117.7158810358.9

31、27237.122912.27209.531369-4-246顶棚抹灰面刷106涂料二遍10m2117.71533.043889.33412.56476.751379-3-5砼面顶棚混合砂浆找平10m22549.81688 224383.81 156762.6963082.454538.671389-4-246顶棚抹灰面刷106涂料二遍10m22549.81633.0484245.9273919.1710326.751399-4-147墙柱内面木基层喷真石漆三遍成活10m2743.0141366.31 1015187.544892.91 954141.4316153.121409-3-143顶

32、棚胶粉聚苯颗粒找平层厚 10mm10m2743.014187.42 139255.6866945.5670853.821456.311419-3-143*4顶棚胶粉聚苯颗粒找平层厚 10mm子目乘以系数410m2743.014749.68 557022.74 267782.25 283415.265825.231429-3-145顶棚抗裂砂浆厚 5mm 以内10m2743.014254.11 188807.2937016.96 151025.03765.31436-3-7砼板上加气砼块10m36.4291072.36893.561233.425660.141449-1-11:3砂浆硬基层上找平

33、层20mm10m2321.438102.9933104.913288.2518794.481022.171456-2-32平面二层SBS改性沥青卷材满铺10m2321.438944.64 303643.1910392.09293251.11466-3-10砼板上沥青玻璃棉毡10m325.7157062.72 181618.136351.1 175267.031479-1-178地面耐碱纤维网格布10m2321.43840.2212928.244088.698839.551489-1-4C20细石砼找平层40mm10m2321.438162.4252207.9617547.334557.8102

34、.861494-1-2现浇构件圆钢筋6.5t8.3575956.0749777.29789.0139645.79342.41509-1-11:3砂浆硬基层上找平层20mm10m2141.758102.9914599.665860.288288.59450.791516-2-32平面二层SBS改性沥青卷材满铺10m2160.26944.64 151388.015181.21146206.81526-3-10砼板上沥青玻璃棉毡10m311.3417062.7280095.762800.9177294.851539-1-178地面耐碱纤维网格布10m2141.75840.225701.511803.

35、163898.351549-1-109广场砖楼地面矩形10m2141.7581272.69 180413.9924192.42 155612.01609.561556-3-7砼板上加气砼块10m33.3081072.33547.17634.672912.51569-1-11:3砂浆硬基层上找平层20mm10m282.7102.998517.273418.824835.47262.991576-3-10砼板上沥青玻璃棉毡10m36.6167062.7246726.961634.0245092.941589-1-4C20细石砼找平层40mm10m282.7162.4213432.134514.59

36、8891.0826.461594-1-2现浇构件圆钢筋6.5t2.155956.0712805.552518.310199.1788.091606-2-38平面氯化聚乙烯-橡胶共混卷材10m282.7833.3868920.538459.3860461.141616-2-38平面氯化聚乙烯-橡胶共混卷材10m282.7833.3868920.538459.3860461.141629-1-134楼地面地毯10m282.72089.22 172778.496574.65 166203.841639-1-143塑料板楼地面10m282.7362.3929969.6511746.7118222.95

37、1649-1-178地面耐碱纤维网格布10m284.940.223414.681079.932334.751651-4-10人工夯填土(地坪)10m324.8185.332117.042103.8913.151666-4-21铸铁落水斗10个1.5614.58921.87213.06708.811676-4-22铸铁弯头落水口(含箅子板)10个1.5702.631053.95284.61769.341686-4-9塑料水落管10010m57282.6516111.051510.514600.551694-2-42换C202现浇直形楼梯无斜梁100换为【C352现浇砼 碎石20】10m2110.

38、344827.191265.5225849.1964901.03515.31 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 7 页 共 11 页1704-2-46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】10m2110.344170.2918790.485380.3713308.59101.52 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 8 页 共 11 页序号定额编码子目名称单位数量单价合价其中人工合价材料合价机械合价1719-5-213不锈钢管靠墙扶手10m28.0043233.2390543.3710775.3879309.29458.711

39、726-1-22钢檩上玻璃钢波纹瓦屋面10m20.783309.85242.4624.47217.991734-2-49换C202现浇雨篷换为【C252现浇砼碎石20】10m20.995378376.11110.22264.531.361746-2-10平面防水砂浆防水层10m20.995127.37126.7348.5275.053.16175B-1不锈钢栏杆1mm112.9511012424.512424.5176B-2不锈钢栏杆850m85.4110939493941778-7-49砼散水3:7灰土垫层10m221.997626.6413784.24348.599293.95141.66

40、1788-7-55带齿槽砼坡道100灰土垫层3:710m211.07943.810447.873420.526954.8472.511794-2-57换C202现浇台阶换为【C252现浇砼碎石20】10m38.893496.8831087.967180.7923704.83202.3418010-4-205台阶木模板木支撑10m29.89269.912669.461352.391259.0258.0618110-5-71.25履带液压单斗挖掘机运输费台次35742.4217227.261908690.314628.9618210-5-22自升式塔式起重机安.拆台次125557.8425557.

41、846360448.5418749.318310-2-2一层地下室砼垂直运输10m2592.1323.3 191425.93191425.9318410-2-3二层地下室砼垂直运输10m2602278.56 167693.12167693.1218510-2-1750m内其他框架结构垂直运输10m22896.3579.66 1678869.355261.41623607.91861-4-3竣工清理10m312827.628.48 108778.22 108778.221874-1-96铁件t17692.087692.081298.55972.84420.741881-4-2机械场地平整10m2

42、606.6165.553366.72321.513045.211891-3-14挖掘机挖普通土自卸汽车运1km内10m36027.142131.73 793955.4228749.472471.13 762734.821901-2-1人工挖普通土深2m内10m3317.218120.8438332.6238332.621911-2-1人工挖普通土深2m内10m3317.218120.8438332.6238332.621921-3-9挖掘机挖普通土10m3676.3226.617990.112150.715839.411934-1-2现浇构件圆钢筋6.5t75956.0741692.49819

43、9.133206.6286.791944-1-100墙面钉钢板网10m295.2145.5313854.462825.5411028.921952-5-21锚杆机钻孔灌浆10m562.61656.37 931873.76178906.8 418788.19 334178.771962-5-23换土层喷射砼护坡 初喷5010m2317240.7876327.2624865.4839117.812343.981972-5-25换喷射砼护坡每增减10mm10m2-63446.52-29493.68-9072.54-15640.78-4780.3619810-1-5双排外钢管脚手架15m内10m231

44、7125.0739647.1914616.8719990.025040.31993-1-27M5.0砂浆砖台阶10m31.72797.294755.391238.883469.6246.92009-2-20砖墙面墙裙水泥砂浆14+610m222.5143.073219.081729.131407.8382.132012-3-22螺旋钻机钻孔12m内10m3405.8152083.66 845580.48 214651.7950239.9580688.82022-3-23换螺旋钻孔灌注砼桩12m内10m3405.8153062.02 1242613.795926.55 1027219.2 119

45、467.882034-4-7基础泵送砼30m3/h10m3405.815286.46 116249.7680440.6515132.8420676.272044-4-21其他构件输送砼管道安拆 50m内10m3405.81564.226053.329678.6916374.642052-3-67灌注砼桩凿桩头10m323.8691027.424523.0117900.566622.45 工程名称：办公楼 建建筑筑工工程程预预算算表表 第 9 页 共 11 页合计41122430712325328749521 5249656.1建建筑筑工工程程费费用用表表项目名称：办公楼行号序号费用名称费率计算

46、方法费用金额1一直接费(一)+(二)37476688.62(一)直接工程费工程量*(定额工日消耗量*人工单价)+(定额材料消耗量*材料单价)+(定额机械台班消耗量*机械台班单价)29790975.943(一)省价直接工程费(工程量*省基价)23435731.44(二)措施费1+2+37685712.6651参照定额规定计取的措施费按定额规定计算6150071.4762参照费率计取的措施费(1)+(2)+(3)+(4)+(5)+(6)+(7)+(8)1492856.097(1)环境保护费0.11 省直接费*费率25779.38(2)文明施工费0.29 省直接费*费率67963.629(3)临时设

47、施费0.72 省直接费*费率168737.2710(4)夜间施工费0.7 省直接费*费率164050.1211(5)二次搬运费0.6 省直接费*费率140614.3912(6)冬雨季施工增加费0.8 省直接费*费率187485.8513(7)已完工程及设备保护费0.15 省直接费*费率35153.614(8)总承包服务费3 省直接费*费率703071.94152其中:人工费198500.65163按施工组织设计（方案）计取的措施费按施工组织设计(方案)计取42785.117(二)其中省价措施费措施费中1、2、3中省价措施费7388079.1218二企业管理费8.7(省直接费+省措施费)*管理费

48、费率2681671.5219三利润7.4(省直接费+省措施费)*利润率2280961.9820四有关费用调整8487344.7421五规费1+2+4+5+61094923.34221工程排污费0.15(一+二+三+四)*规费费率(按环部门有关规定计算)76390232工程定额测定费0根据财政部财综200878号关于公布取消和停止征收100项行政事业性收费项目的通知规定，自2009年一月一日起，工程定额测定费、建设工程质量监督费将取消征收243社会保障费(仅作为计税基础)2.6(一+二+三+四)*规费费率(按建安工程量2.6%计算)1324093.34254住房公积金0 按实际交纳金额计算265

49、危险作业意外伤害保险0 34755.6276安全施工费2_(一+二+三+四)*规费费率(按各市工程造价管理机构核定)1018533.3428六让利7.5%3901619.26428七税金3.48(一+二+三+四+五+五中的3-六)*税率1720653.43629八建筑工程造价一+二+三+四+五-六+七49840624.35装装饰饰工工程程费费用用表表项目名称：办公楼行号序号费用名称费率计算方法费用金额1一直接费(一)+(二)5401306.382(一)直接工程费工程量*(定额工日消耗量*人工单价)+(定额材料消耗量*材料单价)+(定额机械台班消耗量*机械台班单价)5138597.053(一)其

50、中：人工费 R1省人工费1512189.584(二)措施费1+2+3262709.3351参照定额规定计取的措施费按定额规定计算61参照定额规定计取的措施费中省人工费72参照费率计取的措施费(1)+(2)+(3)+(4)+(5)+(6)+(7)+(8)262709.338(1)环境保护费0.12 R1*费率1814.639(2)文明施工费0.1 R1*费率1512.1910(3)临时设施费1.62 R1*费率24497.4711(4)夜间施工费4 R1*费率60487.5812(5)二次搬运费3.6 R1*费率54438.8213(6)冬雨季施工增加费4.5 R1*费率68048.5314(7