室內工程預算書

1、工 程 預 算 書建設單位名稱：××××已二酸項目 單位工程名稱：室內主體鋼結構預算造價：7331940.91元 平米造價：647.06元建設單位：××××已二酸項目 施工單位：××××網架結構工程有限公司審核人：×××× 編制人：××××金屬結構工程取費表建設單位：××××已二酸項目施工單位：工程名稱：已二酸裝置室內框架工程建筑面積：11331.17m2

2、第1頁共1頁 頁號：1序號工程或費用名稱計算公式或基數(shù)費率金額1直接工程費分部分項直接費5969257.32有稅協(xié)商價有稅協(xié)商價無稅協(xié)商價無稅協(xié)商價2施工技術措施費技術措施費566568.933施工組織措施費分部分項直接費*費率2.97177535.144直接費小計1+2+36713361.395企業(yè)管理費4×相應費率7.5503502.16規(guī)費4×核準費率4.09274576.487間接費小計5+6778078.588利潤（4+7）×相應利潤率7524400.89動態(tài)調整材料價差(10+11+12)-925674.5310單項材差材料價差-1246351.531

3、1依實補差32067712機械其他費調差機械其他費調差13稅金（4+7+8+9）×相應稅率3.41241774.6714工程造價4+7+8+9+137331940.91工程造價柒佰叁拾叁萬壹仟玖佰肆拾元零玖角壹分7331940.91材料價差表建設單位：××××已二酸項目施工單位：工程名稱：已二酸裝置室內框架工程建筑面積：11331.17平方米第2頁共2頁序材料名稱單位數(shù)量單 價價差號定額價市場價價格差合計1綜合工日工日1768.649303223537.32綜合工日工日20608.46525327144259.253機械人工工日9889.627

4、2532769227.394鋼系桿t3.1962380450021206775.735角鋼t1.2652380450021202681.386角鋼L75*6t8.75923804500212018568.877屋面檁條C型鋼t18.04123804550217039149.48鋼支撐HM200*200t64.34733404600126081077.359鋼吊梁(工)t43.13433404550121052191.5410鋼梁t406.873340-3340-1358947.1411鋼梯(槽鋼)t43.71533404550121052895.3912鋼柱t298.0723340-3340-

5、995560.4813花紋鋼板 6mmt38.81428804580170065983.814連接鋼板（345）kg93837.084.344.880.5450672.0215鐵件kg8437.1444.345.51.169787.0916安裝鋸材m33.9661170220010304084.6717腳手架板鋸材m39.292135022008507897.8618其它鋸材m348.49811702200103049952.5319鍍鋅鐵絲 4mm(8#)kg6963.0064.350.74874.120鍍鋅鐵絲 2.6mm(12#)kg1364.5154.75.10.4545.8121圓釘

6、 60mmkg295.4774.35.10.8236.3822腳手架鋼管kg2679.4072.984.81.824876.5223電焊條 結422 4mmkg53138.6854.25.251.0555795.6224醇酸磁漆 黃、藍、綠、灰kg5782.12111.49131.51873125酚醛調和漆 各色kg196.1129.7912.52.71531.4626油漆溶劑油(松香水)kg473.7944.15.81.7805.4527氧氣m36110.3292.4430.563421.7828施工用電kwh521483.7740.5610.44229452.8629汽油kg1382.57

7、64.28.13.95392.0530柴油kg29577.1973.558.14.55134576.2531焊接鋼管 DN4050mmkg96.2862.984.81.82175.24合 計-1246351.53依實補差表建設單位：××××已二酸項目施工單位：工程名稱：已二酸裝置室內框架工程建筑面積：11331.17平方米第1頁共1頁序材料名稱單位數(shù)量號市場價合計1高強螺栓M20*75套20521132667732普通螺栓M12*30套47588380643地腳錨栓M24*800套5283015840合 計320677分部分項工程價格計算表工程名稱：已二

8、酸裝置室內框架工程 建筑面積：11331.17平方米 第3頁共3頁序號定額號工 程 及 費 用 名 稱單位數(shù) 量預(決)算價值總 價 分 析單 價總 價人工費(元)材料費(元)機械費(元)單 價總 價單 價總 價單 價總 價1分部分項工程項5969257.3254020539811601447892.31A6-15換鋼柱制作t281.25311.031493462.81295.2583024.34015.111129050.11000.67281388.42A9-302×a1.05c1.05換鋼柱安裝t281.2234.8666043.819.435463.72162.3945665

9、.2353.0414914.853A6-19鋼梁制作t383.845127.231968036.64302.25116015.63933.731509923.6891.25342097.44A9-363×a1.05c1.05換鋼梁安裝在鋼柱上t383.84100.3238506.0816.016145.2834.113088.250.2119272.615A9-42×j4換1類金屬結構構件,運輸距離25km以內10t66.5046986.57464635.1744429527.78328.0621817.626214.51413289.776A6-26換鋼支撐制作t68.9

10、684820.29332445.56390.2526914.763705.94255591.07724.149939.737A9-383×a1.05c1.05換鋼支撐安裝t68.968390.2726916.32113.667838.926.351817.49250.2617259.938A4-489連接鋼板制安t92.9085648.55524795.37615.557184.874518.42419797.26514.6347813.249A6-18鋼吊梁制作t40.6925153.94209724.19310.512634.873933.73160071.41909.71370

11、17.9210A9-311×a1.05c1.05換鋼吊車梁安裝在鋼柱上t40.692102.644176.7318.64758.531.281272.9452.722145.2811A6-36換1#踏步式鋼梯制作t17.0495545.0194536.89789.513460.193542.4760395.581213.0420681.1212A6-391#鋼梯安裝t17.049566.589659.71487.258307.1357.49980.2321.84372.3513A6-36換2#踏步式鋼梯制作t18.8535545.01104540.09789.514884.44354

12、2.4766786.211213.0422869.4414A6-392#鋼梯安裝t18.853566.5810681.82487.259186.1257.491083.9521.84411.7515A6-36換3#踏步式鋼梯制作t19.5955545.01108654.48789.515470.253542.4769414.711213.0423769.5216A6-393#鋼梯安裝t19.595566.5811102.23487.259547.6657.491126.6121.84427.9517A6-36換4#踏步式鋼梯制作t23.5545545.01130607.19789.518595

13、.883542.4783439.361213.0428571.9418A6-394#鋼梯安裝t23.554566.5813345.33487.2511476.6957.491354.2321.84514.4219A6-28換屋面檁條制作t17.023612.4561483.982985071.962757.7946937.67556.669474.3520A9-374×a1.05c1.05換鋼檁條安裝t17.02278.154734.135.96612.04134.82294.28107.391827.7821A6-48換鋼系桿制作t3.1064169.112949.23102131

14、71.232716.378437.05431.731340.9522A6-49鋼系桿安裝t3.106264.22820.65113.5352.5322.7970.77127.93397.3523A9-48×j4換2類金屬結構構件,運輸25km以內10t30.2752035.1161611.881965933.8239.397247.351599.7248430.7224B5-186金屬面刷醇酸磁漆二遍t971.785130.23126556.4954.653059.4675.6373497.0325A15-2建筑物超高人工、機械降效率,檐高40m,層數(shù)1113189230.58892

15、30.5825567.0225567.0263663.5763663.572措施項目744104.0693766.42283399.99363325.4426A13-22換鋼管滿堂腳手架,基本層基本層8.6m100m226.96932.925150.75493.6713309.24415.0111188.5424.22652.9727A13-22換鋼管滿堂腳手架,基本層基本層6m100m220.99703.0914757.68300.836314.36384.748075.5717.52367.7428A13-22鋼管滿堂腳手架,基本層5.2m100m265.362632.3941334.32

16、41.515784.95375.4324538.8515.461010.529A13-31垂直全封閉100m274.7271239.8392648.5973.755511.121166.0887137.4830A13-39樓層周邊防護架100m21.9371290.9428318.74164.753614.041082.9123755.2943.28949.4131A13-44預留孔洞防護鋼筋網10個4.1574.062353.6649.25201.93327.051340.92197.76810.8232A14-10×j0.9換垂直運輸,檐高40m以內100m2113.312284

17、5.55322434.1178.538898.372767.02313535.74331001固定式基礎(帶配重)座13520.873520.876756752691.282691.28154.59154.59342005自升式塔式起重機臺次116266.7416266.7430003000239.16239.1613027.5813027.58353018自升式塔式起重機臺次119783.4819783.481000100083.8683.8615087.415087.436金屬結構工程文明施工項0.4259776.1425105.9811938.515014.1841868.3717584

18、.725969.262507.0937金屬結構工程安全施工費項0.4859776.1428692.5511938.515730.4941868.3720096.815969.262865.2438.1金屬結構工程生活性臨時設施費項0.6959776.1441245.5411938.518237.5841868.3728889.175969.264118.7939.1金屬結構工程生產性臨時設施費項0.4459776.1426301.511938.515252.9541868.3718422.085969.262626.4740金屬結構工程夜間施工費項0.0959776.145379.8511938.511074.4741868.373768.155969.26537.2341金屬結構二次搬運費項0.1259776.147173.1411938.511432.6241868.375024.2159