1、 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 1 頁 共 11 頁序號 定額編碼子目名稱單位數量單價合價其中人工合價材料合價機械合價11-3-10挖掘機挖堅土10m35362.97232.64 175047.4217054.25157993.1621-2-21 *2人工挖地坑堅土深6m機械剩余5%溝槽 單價*210m3282.2621028.86 290407.77 290221.48186.2932-1-13換C154現澆無筋砼墊層獨立基礎 機械*1.1,人工*1.110m350.52691.42 135916.7130059.62 105263.21593.8841-4-13槽、

2、坑機械夯填土10m31165.2559.1668936.1943230.7825705.4251-3-57自卸汽車運土方1km內10m35354.60879.11 423603.048513.832195.39 412893.8261-3-58 *2自卸汽車運土方增運1km子目乘以系數210m35354.60827.96 149714.84149714.84710-4-49砼基礎墊層木模板10m217.513317.65562.261188.114263.99110.1681-4-6機械原土夯實10m2541.2536.323420.722581.78838.9494-2-11換C204現澆砼

3、無梁式滿堂基礎換為【C354現澆砼 碎石40】10m3583.9462913.03 1701052.2 206121.26 1491141.23789.811010-4-42換 無梁滿堂基礎膠合板模木支撐10m2177.935253.5145108.330460.6913023.061624.551110-4-310基礎竹(膠)板模板制作10m240.523834.8133828.942534.331166.58128.05124-2-23換C253現澆基礎梁換為【C353現澆砼碎石31.5】10m313.183214.0342360.927579.1634681.32100.431310-4

4、-108換基礎梁膠合板模板鋼支撐10m228.251216.916127.923443.82354.16329.971410-4-310基礎竹(膠)板模板制作10m25.545834.814629.13346.794264.8117.52154-2-17換C254現澆矩形柱換為【C504現澆砼碎石40】10m379.3813904.49 309942.3280609.82 228429.94902.56164-2-17換C254現澆矩形柱換為【C504現澆砼碎石40】10m3179.0343904.49 699036.46 181805.45515195.42035.621710-4-88換

5、矩形柱膠合板模板鋼支撐10m21207.035240.15 289869.46 182322.6477346.830200.021810-4-311柱竹(膠)板模板制作10m2274.89858.07 235874.9917628.71217330.9915.381910-4-102柱鋼支撐高超過3.6m每增3m10m2268.63670.318885.1115661.482511.75711.892010-1-4單排外鋼管腳手架15m內10m22124.90992.55 196660.3373203.1298680.7724776.44214-2-20換C253現澆構造柱換為【C252現澆砼

6、 碎石20】10m317.7523764.0466819.2420407.1746210.23201.842210-4-98構造柱組合鋼模板鋼支撐10m2246.691402.8399374.5463934.91290756364.63234-2-36換C252現澆有梁板換為【C352現澆砼碎石20】10m3189.0213301.27 624009.36 106993.45 515367.651648.26244-2-36換C252現澆有梁板換為【C352現澆砼碎石20】10m3177.0083301.27584351.2 100193.61 482614.081543.51254-2-36

7、換C252現澆有梁板換為【C503現澆砼 碎石31.5】10m3106.4423586.39 381742.5260250.43 320563.92928.17264-2-36換C252現澆有梁板換為【C503現澆砼 碎石31.5】10m3155.9663586.39559354.988282.99 469711.881360.022710-4-160換有梁板膠合板模板鋼支撐10m24356.842249.15 1085507.2 611918.46 355169.76 118418.972810-4-313梁竹(膠)板模板制作10m2485.216957.3 464497.5151947.2

8、54102942256.262910-4-315板竹(膠)板模板制作10m2507.011792.51 401811.2650249.86 349300.132261.273010-4-130梁鋼支撐高超過3.6m每增3m10m22840.42565.7 186615.92 165596.789288.1911730.96 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 2 頁 共 11 頁314-2-26換C253現澆圈梁換為【C351現澆砼 10m32.4363969.649670.042790.026861.4618.56 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 3

9、頁 共 11 頁序號 定額編碼子目名稱單位數量單價合價其中人工合價材料合價機械合價碎石16】3210-4-127換圈梁膠合板模板木支撐10m224.39220.215370.923115.332048.76206.833310-4-313梁竹(膠)板模板制作10m24.787957.34582.87512.534048.0822.26344-2-61換C302現澆后澆帶樓板換為【C352現澆砼 碎石20】10m36.8213903.3526625.926203.8420312.94109.14354-2-60換C302現澆后澆帶梁換為【C504現澆砼 碎石300換為【C503現澆砼 碎石31.

10、5】10m30.8854349.333848.29991.352842.7814.16374-2-64換C302現澆后澆帶基礎底板換為【C354現澆砼 碎石40】10m39.233576.8433015.667054.4325863.9597.293810-4-193換后澆帶有梁板平板膠合板模鋼支撐10m260.256353.3321290.258462.9611189.541637.763910-4-313梁竹(膠)板模板制作10m241.168957.339410.224407.4634811.33191.434010-4-185換后澆帶墻膠合板模板鋼支撐10m24.95326.69161

11、7.25871.07578.21167.974110-4-314墻竹(膠)板模板制作10m21.72787.96135577.471273.094.44424-2-51換C202現澆欄板換為【C352現澆砼碎石20】10m31.5434272.126591.882322.524269.364310-4-206欄板木模板木支撐10m228.426605.0617199.444564.9312257.29377.21444-2-32換C253現澆砼弧型墻換為【C503現澆砼 碎石31.5】10m331.2863954.19 123710.7930327.7193056.77326.31454-2-

12、30換C253現澆砼墻換為【C503現澆砼碎石31.5】10m397.6343888.1 379610.7688278.71 290313.721018.32464-2-30換C253現澆砼墻換為【C503現澆砼碎石3.6m每增3m10m2297.4438.5411463.3410877.38282.57303.39534-1-117墻面釘鋼絲網10m243.824173.357596.891300.76296.19543-3-21M5.0混漿煤矸石空心磚墻18010m3213.142798.02 596369.98 160861.02 431482.754026.215510-1-8雙排外鋼

13、管腳手架50m內10m21335.8217.62290696.893452.57 176005.0121239.225610-1-24雙排里鋼管腳手架6m內10m2984.8149.8549092.7829229.167858.7812004.83574-1-2現澆構件圓鋼筋6.5t0.0395956.07232.2945.68185.011.6584-1-3現澆構件圓鋼筋8t2.8875501.4715882.742191.1213565.23126.39594-1-14現澆構件螺紋鋼筋14t8.845126.4445317.733701.3140850.26766.16604-1-52現澆

14、構件箍筋6.5t10.1196269.8663444.7115000.5148002.51441.69614-1-52現澆構件箍筋6.5t8.5046269.8653318.8912606.4140341.28371.2 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 4 頁 共 11 頁序號 定額編碼子目名稱單位數量單價合價其中人工合價材料合價機械合價624-1-53現澆構件箍筋8t21.2255715.23 121305.7620203.6599730.541371.56634-1-53現澆構件箍筋8t97.4695715.23 557057.7592778.79 457980.51

15、6298.45644-1-54現澆構件箍筋10t2.5485388.9913731.151678.611919.54133.01654-1-54現澆構件箍筋10t189.8095388.99 1022878.8 125044.27887926.59908.03664-1-55現澆構件箍筋12t176.7815113.73904010.391913.75 804160.867935.7674-1-98砌體加固筋6.5內t16.5185954.0998349.6613376.9479628.495344.23684-1-104現澆構件螺紋鋼筋級8t201.3255679.3 1143385.1 1

16、52797.62 980676.229911.23694-1-105現澆構件螺紋鋼筋級10t92.5185492.62 508166.2251486.27 452522.194157.76704-1-106現澆構件螺紋鋼筋級12t116.415293.12616172.157131.7 546596.1712444.23714-1-107現澆構件螺紋鋼筋級14t108.8625149.91560629.545580.52 504724.5110324.47724-1-108現澆構件螺紋鋼筋級16t323.0445062.44 1635390.9119506.9148619329690.9773

17、4-1-109現澆構件螺紋鋼筋級18t116.7315032.64587465.138048.47 539649.759766.88744-1-110現澆構件螺紋鋼筋級20t197.3784989.56 984829.3757535.69 911227.1216066.57754-1-111現澆構件螺紋鋼筋級22t180.454953.58 893873.5147723.61 832601.7113548.19764-1-112現澆構件螺紋鋼筋級25t473.3914926.17 2332004.5 111147.47 2191738.829118.28774-1-113現澆構件螺紋鋼筋級28

18、t63.8284971.86 317343.8814343.43 298695.254305.2784-1-114現澆構件螺紋鋼筋級30t15.3544973.0876356.673580.5571851.96924.16794-1-115現澆構件螺紋鋼筋級32t535.0124970.96 2659523.3 123630.57 2503690.332202.37804-1-13現澆構件螺紋鋼筋12t2.3075227.7512060.421132.2310702.96225.23814-1-116電渣壓力焊接頭1610個1415.541.6658969.7326257.5312965.98

19、19746.23824-1-85帶肋鋼筋接頭冷擠壓連接2510個486.9133.5465020.6319096.2235115.2310809.18834-1-86帶肋鋼筋接頭冷擠壓連接2810個124.5163.7220383.145476.7611935.822970.57844-1-87帶肋鋼筋接頭冷擠壓連接3210個566214.27 121276.8227298.1879443.7614534.88854-1-90電渣壓力焊接頭1810個133.648.026415.472832.321579.152004864-1-91電渣壓力焊接頭2010個911.256.7251683.26

20、21732.1213959.5815991.56874-1-92電渣壓力焊接頭2210個58664.0437527.441552911098.8410899.6889-2-315鋁合金玻璃隔斷10m2213.861544.19 330240.4742504.68 283862.793873893-4-13雙層石膏空心條板墻10m282.51487.27 122699.7812680.25 109696.95322.58909-4-241砼界面劑涂敷砼面10m225.84881.712112.04183.521928.52919-2-329墻柱面礦棉板保溫10m225.848321.388307

21、.03630.177676.86929-2-349墻面耐堿纖維網格布 一層布10m225.84850.821313.6602.78710.82939-2-132墻面干掛花崗巖密縫10m225.8483838.0199204.8811617.1386597.78989.98949-4-242砼界面劑涂敷加氣砼砌塊面10m2682.59898.1566996.995754.361242.69959-2-329墻柱面礦棉板保溫10m2682.598321.38 219373.3516641.74 202731.61969-2-349墻面耐堿纖維網格布 一層布10m2682.59850.8234689

22、.6315918.1918771.45979-4-183砼外墻面丙烯酸涂料(一底二涂)10m2682.598125.7285816.2229665.7156150.51 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 5 頁 共 11 頁序號 定額編碼子目名稱單位數量單價合價其中人工合價材料合價機械合價989-2-21砼墻面墻裙水泥砂漿12+810m2390.324156.2460984.2232271.9927287.551424.68999-4-260內墻抹灰面滿刮膩子二遍10m2390.32449.0919161.019949.369211.651009-4-244內墻柱抹灰面刷1

23、06涂料二遍10m2390.32426.5910378.728813.521565.21019-2-21砼墻面墻裙水泥砂漿12+810m2353.865156.2455287.8729257.5624738.71291.611029-2-21砼墻面墻裙水泥砂漿12+810m2353.865156.2455287.8729257.5624738.71291.611036-2-33立面二層SBS改性瀝青卷材滿鋪10m2353.865953.65 337463.3614628.78 322834.581046-2-11立面防水砂漿防水層10m222.333152.813412.711657.1116

24、84.5871.021059-2-176墻面砂漿粘貼瓷磚200X20010m2239.263517.85 123902.3450216.5271252.522433.31069-2-111有108膠增減一遍素水泥漿10m22274.67112.9529456.9914466.9114990.081079-2-20磚墻面墻裙水泥砂漿14+610m22274.671143.07 325437.18 174808.47 142326.168302.551089-4-244內墻柱抹灰面刷106涂料二遍10m22274.67126.5960483.551362.079121.431099-4-242砼界

25、面劑涂敷加氣砼砌塊面10m2308.68498.1530297.332602.2127695.131109-2-351混凝土墻面FH微泡保溫砂漿厚 30mm10m2308.684298.7592219.3534029.3256516.951673.071119-2-349墻面耐堿纖維網格布 一層布10m2308.68450.8215687.327198.518488.811129-4-244內墻柱抹灰面刷106涂料二遍10m2308.68426.598207.916970.081237.821132-1-13C154現澆無筋砼墊層10m31.4132636.243725.01764.62294

26、5.2915.11149-1-11:3砂漿硬基層上找平層20mm10m214.13102.991455.25584.13826.1844.931156-2-32平面二層SBS改性瀝青卷材滿鋪10m214.113944.6413331.7456.2712875.431166-2-71聚氨酯二遍10m214.113675.799537.42306.689230.751179-1-4C20細石砼找平層40mm10m214.113162.422292.23770.431517.294.521189-1-5 *-2C20細石砼找平層5mm子目乘以系數-210m214.113-40.62-573.27-2

27、09.44-362.42-1.411192-1-13C154現澆無筋砼墊層10m348.2892636.24 127300.3426130.41 100653.72516.211209-1-11:3砂漿硬基層上找平層20mm10m2482.886102.9949732.4319962.5128234.341535.581216-2-32平面二層SBS改性瀝青卷材滿鋪10m2482.886944.64 456153.4315611.7 440541.731229-1-4C20細石砼找平層40mm10m2482.886162.4278430.3426360.7551915.07154.521239

28、-1-5 *-2C20細石砼找平層5mm子目乘以系數-210m2482.886-40.62 -19614.83-7166.03 -12400.51-48.291249-1-4C20細石砼找平層40mm10m256.51162.429178.353084.886075.3918.081259-1-5 *-2C20細石砼找平層5mm子目乘以系數-210m256.51-40.62-2295.44-838.61-1451.18-5.651266-2-931.5厚LM高分子涂料防水層10m285.64470.8240321.02590.0639730.971279-1-112全瓷地板磚樓地面1600內1

29、0m256.51734.3541498.129823.731077.67596.751289-1-142橡膠板樓地面10m29.45395.263735.21786.332948.871299-1-11:3砂漿硬基層上找平層20mm10m29.45102.99973.26390.66552.5430.051309-1-26C20細石砼地面40mm10m21879.372183.01 343943.87 108571.32 231726.573645.981319-1-177地面抗裂砂漿厚 10mm以內10m271.98398.3528673.233051.9525493.16128.12132

30、9-1-174地面膠粉聚苯顆粒找平層 10mm厚10m271.98139.8510066.43509.746435.73120.931339-1-175*2地面膠粉聚苯顆粒找平層 厚度每增減5mm子目乘以系數210m271.9857.984173.41144.482907.99120.93 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 6 頁 共 11 頁序號 定額編碼子目名稱單位數量單價合價其中人工合價材料合價機械合價1349-1-21:3砂漿填充料上找平層20mm10m271.98112.548100.633051.954765.8282.881359-3-5砼面頂棚混合砂漿找平1

31、0m2117.7158810358.927237.122912.27209.531369-4-246頂棚抹灰面刷106涂料二遍10m2117.71533.043889.33412.56476.751379-3-5砼面頂棚混合砂漿找平10m22549.81688 224383.81 156762.6963082.454538.671389-4-246頂棚抹灰面刷106涂料二遍10m22549.81633.0484245.9273919.1710326.751399-4-147墻柱內面木基層噴真石漆三遍成活10m2743.0141366.31 1015187.544892.91 954141.43

32、16153.121409-3-143頂棚膠粉聚苯顆粒找平層厚 10mm10m2743.014187.42 139255.6866945.5670853.821456.311419-3-143*4頂棚膠粉聚苯顆粒找平層厚 10mm子目乘以系數410m2743.014749.68 557022.74 267782.25 283415.265825.231429-3-145頂棚抗裂砂漿厚 5mm 以內10m2743.014254.11 188807.2937016.96 151025.03765.31436-3-7砼板上加氣砼塊10m36.4291072.36893.561233.425660.14

33、1449-1-11:3砂漿硬基層上找平層20mm10m2321.438102.9933104.913288.2518794.481022.171456-2-32平面二層SBS改性瀝青卷材滿鋪10m2321.438944.64 303643.1910392.09293251.11466-3-10砼板上瀝青玻璃棉氈10m325.7157062.72 181618.136351.1 175267.031479-1-178地面耐堿纖維網格布10m2321.43840.2212928.244088.698839.551489-1-4C20細石砼找平層40mm10m2321.438162.4252207.

34、9617547.334557.8102.861494-1-2現澆構件圓鋼筋6.5t8.3575956.0749777.29789.0139645.79342.41509-1-11:3砂漿硬基層上找平層20mm10m2141.758102.9914599.665860.288288.59450.791516-2-32平面二層SBS改性瀝青卷材滿鋪10m2160.26944.64 151388.015181.21146206.81526-3-10砼板上瀝青玻璃棉氈10m311.3417062.7280095.762800.9177294.851539-1-178地面耐堿纖維網格布10m2141.7

35、5840.225701.511803.163898.351549-1-109廣場磚樓地面矩形10m2141.7581272.69 180413.9924192.42 155612.01609.561556-3-7砼板上加氣砼塊10m33.3081072.33547.17634.672912.51569-1-11:3砂漿硬基層上找平層20mm10m282.7102.998517.273418.824835.47262.991576-3-10砼板上瀝青玻璃棉氈10m36.6167062.7246726.961634.0245092.941589-1-4C20細石砼找平層40mm10m282.716

36、2.4213432.134514.598891.0826.461594-1-2現澆構件圓鋼筋6.5t2.155956.0712805.552518.310199.1788.091606-2-38平面氯化聚乙烯-橡膠共混卷材10m282.7833.3868920.538459.3860461.141616-2-38平面氯化聚乙烯-橡膠共混卷材10m282.7833.3868920.538459.3860461.141629-1-134樓地面地毯10m282.72089.22 172778.496574.65 166203.841639-1-143塑料板樓地面10m282.7362.3929969

37、.6511746.7118222.951649-1-178地面耐堿纖維網格布10m284.940.223414.681079.932334.751651-4-10人工夯填土(地坪)10m324.8185.332117.042103.8913.151666-4-21鑄鐵落水斗10個1.5614.58921.87213.06708.811676-4-22鑄鐵彎頭落水口(含箅子板)10個1.5702.631053.95284.61769.341686-4-9塑料水落管10010m57282.6516111.051510.514600.551694-2-42換C202現澆直形樓梯無斜梁100換為【C3

38、52現澆砼 碎石20】10m2110.344827.191265.5225849.1964901.03515.31 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 7 頁 共 11 頁1704-2-46換C202現澆樓梯板厚10子目乘以系數4換為【C351現澆砼 碎石16】10m2110.344170.2918790.485380.3713308.59101.52 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 8 頁 共 11 頁序號 定額編碼子目名稱單位數量單價合價其中人工合價材料合價機械合價1719-5-213不銹鋼管靠墻扶手10m28.0043233.2390543.371

39、0775.3879309.29458.711726-1-22鋼檁上玻璃鋼波紋瓦屋面10m20.783309.85242.4624.47217.991734-2-49換C202現澆雨篷換為【C252現澆砼碎石20】10m20.995378376.11110.22264.531.361746-2-10平面防水砂漿防水層10m20.995127.37126.7348.5275.053.16175B-1不銹鋼欄桿1mm112.9511012424.512424.5176B-2不銹鋼欄桿850m85.4110939493941778-7-49砼散水3:7灰土墊層10m221.997626.6413784

40、.24348.599293.95141.661788-7-55帶齒槽砼坡道100灰土墊層3:710m211.07943.810447.873420.526954.8472.511794-2-57換C202現澆臺階換為【C252現澆砼碎石20】10m38.893496.8831087.967180.7923704.83202.3418010-4-205臺階木模板木支撐10m29.89269.912669.461352.391259.0258.0618110-5-71.25履帶液壓單斗挖掘機運輸費臺次35742.4217227.261908690.314628.9618210-5-22自升式塔式起

41、重機安.拆臺次125557.8425557.846360448.5418749.318310-2-2一層地下室砼垂直運輸10m2592.1323.3 191425.93191425.9318410-2-3二層地下室砼垂直運輸10m2602278.56 167693.12167693.1218510-2-1750m內其他框架結構垂直運輸10m22896.3579.66 1678869.355261.41623607.91861-4-3竣工清理10m312827.628.48 108778.22 108778.221874-1-96鐵件t17692.087692.081298.55972.8442

42、0.741881-4-2機械場地平整10m2606.6165.553366.72321.513045.211891-3-14挖掘機挖普通土自卸汽車運1km內10m36027.142131.73 793955.4228749.472471.13 762734.821901-2-1人工挖普通土深2m內10m3317.218120.8438332.6238332.621911-2-1人工挖普通土深2m內10m3317.218120.8438332.6238332.621921-3-9挖掘機挖普通土10m3676.3226.617990.112150.715839.411934-1-2現澆構件圓鋼筋6

43、.5t75956.0741692.498199.133206.6286.791944-1-100墻面釘鋼板網10m295.2145.5313854.462825.5411028.921952-5-21錨桿機鉆孔灌漿10m562.61656.37 931873.76178906.8 418788.19 334178.771962-5-23換土層噴射砼護坡 初噴5010m2317240.7876327.2624865.4839117.812343.981972-5-25換噴射砼護坡每增減10mm10m2-63446.52 -29493.68-9072.54 -15640.78-4780.36198

44、10-1-5雙排外鋼管腳手架15m內10m2317125.0739647.1914616.8719990.025040.31993-1-27M5.0砂漿磚臺階10m31.72797.294755.391238.883469.6246.92009-2-20磚墻面墻裙水泥砂漿14+610m222.5143.073219.081729.131407.8382.132012-3-22螺旋鉆機鉆孔12m內10m3405.8152083.66 845580.48 214651.7950239.9580688.82022-3-23換螺旋鉆孔灌注砼樁12m內10m3405.8153062.02 1242613

45、.795926.55 1027219.2 119467.882034-4-7基礎泵送砼30m3/h10m3405.815286.46 116249.7680440.6515132.8420676.272044-4-21其他構件輸送砼管道安拆 50m內10m3405.81564.226053.329678.6916374.642052-3-67灌注砼樁鑿樁頭10m323.8691027.424523.0117900.566622.45 工程名稱：辦公樓 建筑工程預算表 建筑工程預算表 第 9 頁 共 11 頁合計41122430712325328749521 5249656.1建建筑筑工工程程費

46、費用用表表項目名稱：辦公樓行號序號費用名稱費率計算方法費用金額1一直接費(一)+(二)37476688.62(一)直接工程費工程量*(定額工日消耗量*人工單價)+(定額材料消耗量*材料單價)+(定額機械臺班消耗量*機械臺班單價)29790975.943(一)省價直接工程費(工程量*省基價)23435731.44(二)措施費1+2+37685712.6651參照定額規定計取的措施費按定額規定計算6150071.4762參照費率計取的措施費(1)+(2)+(3)+(4)+(5)+(6)+(7)+(8)1492856.097(1)環境保護費0.11 省直接費*費率25779.38(2)文明施工費0.

47、29 省直接費*費率67963.629(3)臨時設施費0.72 省直接費*費率168737.2710(4)夜間施工費0.7 省直接費*費率164050.1211(5)二次搬運費0.6 省直接費*費率140614.3912(6)冬雨季施工增加費0.8 省直接費*費率187485.8513(7)已完工程及設備保護費0.15 省直接費*費率35153.614(8)總承包服務費3 省直接費*費率703071.94152其中:人工費198500.65163按施工組織設計（方案）計取的措施費按施工組織設計(方案)計取42785.117(二)其中省價措施費措施費中1、2、3中省價措施費7388079.1218二企業管理費8.7 (省直接費+省措施費)*管理費費率2681671.5219三利潤7.4 (省直接費+省措施費)*利