室内工程预算书

1、室内工程预算书建设单位名称：XXXX已二酸项目预算造价：7331940.91元建设单位：xxxx已二酸项目审核人：xxxx预算书单位工程名称：室内主体钢结构平米造价：647.06元施工单位：XXXX网架结构工程有限公司编制人：xxxx金属结构工程取费表建设单位：XXXX已二酸项目施工单位：一一心第1页共1页页号：工程名称：已二酸装置室内框架工程建筑囹积：11331.17m21厅P工程或费用名称计算公式或基数费率金额1直接工程费分部分项直接费5969257.32有税协商价有税协商价无税协商价无税协商价2施工技术措施费技术措施费566568.933施工组织措施费分部分项直接费*费率2.971775

2、35.144直接费小计1+2+36713361.395企业管理费4x相应费率7.5503502.16规费4x核准费率4.09274576.487间接费小计5+6778078.588利润(4+7)X相应利润率7524400.89动态调整材料价差(10+11+12)-925674.5310单项材差材料价差-1246351.5311依实补差32067712机械其他费调差机械其他费调差13税金(4+7+8+9)X相应税率3.41241774.6714工程造价4+7+8+9+137331940.91工程造价柒佰叁拾叁万壹仟玖佰肆拾元零玖角壹分7331940.91材料价差表建设单位：xxxx已二酸项目施工

3、单位:序材料名称单位数量单价价差号定额价市场价价格差合计1综合工日工日1768.649303223537.32综合工日工日20608.46525327144259.253机械人工工日9889.6272532769227.394钢系杆t3.1962380450021206775.735角钢t1.2652380450021202681.386角钢L75*6t8.75923804500212018568.877屋面ft条C型钢t18.04123804550217039149.48钢支撑HM200*200t64.34733404600126081077.359钢吊梁（工）t43/p>

4、121052191.5410钢梁t406.873340-3340-1358947.1411钢梯（槽钢）t43.71533404550121052895.3912钢柱t298.0723340-3340-995560.48建筑面积:工程名称：已二酸装置室内框架工程第2页共2页11331.17平方米13花纹钢板6mmt38.81428804580170065983.814连接钢板(345)kg93837.084.344.880.5450672.0215铁件kg8437.1444.345.51.169787.0916安装锯材m33.9661170220010304084.6717脚手架板锯材m39.2

5、92135022008507897.8618其它锯材m348.49811702200103049952.5319镀锌铁丝4mm(8#)kg6963.0064.350.74874.120镀锌铁丝2.6mm(12#)kg1364.5154.75.10.4545.8121圆钉60mmkg295.4774.35.10.8236.3822脚手架钢管kg2679.4072.984.81.824876.5223电焊条结4224mmkg53138.6854.25.251.0555795.6224醇酸磁漆黄、蓝、绿、灰kg5782.12111.49131.51873125酚醛调和漆各色kg196.1129.79

6、12.52.71531.4626油漆溶剂油(松香水)kg473.7944.15.81.7805.4527氧气m36110.3292.4430.563421.7828施工用电kwh521483.7740.5610.44229452.8629汽油kg1382.5764.28.13.95392.0530柴油kg29577.1973.558.14.55134576.2531焊接钢管DN4050mmkg96.2862.984.81.82175.24合计-1246351.53依实补差表建设单位：XXXX已二酸项目施工单位：工程名称:已二酸装置室内框架工程建筑面积：11331.17平万米第1页共1页序材料名

7、称单位数量号市场价合计1高强螺栓M20*75套20521132667732普通螺栓M12*30套47588380643地脚锚栓M24*800套5283015840合计320677分部分项工程价格计算表，程名称：已二酸装置室内框架，程建筑面积：11331.17平万米第3贝共3贝序号定额号工程及费用名称单位数量预（决）算价值总价分析单价总价人工费（元）材料费（元）机械费（元）单价总价单价总价单价总价1分部分项工程项5969257.3254020539811601447892.31A6-15换钢柱制作t281.25311.031493462.81295.2583024.34015.111129050

8、.11000.67281388.42A9-302Xa1.05c1.05换钢柱安装t281.2234.8666043.819.435463.72162.3945665.2353.0414914.853A6-19钢梁制作t383.845127.231968036.64302.25116015.63933.731509923.6891.25342097.44A9-363Xa1.05c1.05换钢梁安装在钢柱上t383.84100.3238506.0816.016145.2834.113088.250.2119272.615A9-42Xj4换1类金属结构构件，运输距离25km以内10t66.50469

9、86.57464635.1744429527.78328.0621817.626214.51413289.776A6-26换钢支撑制作t68.9684820.29332445.56390.2526914.763705.94255591.07724.149939.737A9-383Xa1.05c1.05换钢支撑安装t68.968390.2726916.32113.667838.926.351817.49250.2617259.938A4-489连接钢板制安t92.9085648.55524795.37615.557184.874518.42419797.26514.6347813.249A6-1

10、8钢吊梁制作t40.6925153.94209724.19310.512634.873933.73160071.41909.7137017.9210A9-311Xa1.05c1.05换钢吊车梁安装在钢柱上t40.692102.644176.7318.64758.531.281272.9452.722145.2811A6-36换1#踏步式钢梯制作t17.0495545.0194536.89789.513460.193542.4760395.581213.0420681.1212A6-391#钢梯安装t17.049566.589659.71487.258307.1357.49980.2321.84

11、372.3513A6-36换2#踏步式钢梯制作t18.8535545.01104540.09789.514884.443542.4766786.211213.0422869.4414A6-392#钢梯安装t18.853566.5810681.82487.259186.1257.491083.9521.84411.7515A6-36换3#踏步式钢梯制作t19.5955545.01108654.48789.515470.253542.4769414.711213.0423769.5216A6-393#钢梯安装t19.595566.5811102.23487.259547.6657.491126.6

12、121.84427.9517A6-36换4#踏步式钢梯制作t23.5545545.01130607.19789.518595.883542.4783439.361213.0428571.9418A6-394#钢梯安装t23.554566.5813345.33487.2511476.6957.491354.2321.84514.4219A6-28换屋面橡条制作t17.023612.4561483.982985071.962757.7946937.67556.669474.3520A9-374Xa1.05c1.05换钢橡条安装t17.02278.154734.135.96612.04134.822

13、94.28107.391827.7821A6-48换钢系杆制作t3.1064169.112949.2310213171.232716.378437.05431.731340.9522A6-49钢系杆安装t3.106264.22820.65113.5352.5322.7970.77127.93397.3523A9-48Xj4换2类金属结构构件，运输25km以内10t30.2752035.1161611.881965933.8239.397247.351599.7248430.7224B5-186金属面刷醇酸磁漆二遍t971.785130.23126556.4954.653059.4675.637

14、3497.0325A15-2建筑物超高人工、机械降效率，檐高40m,层数1113189230.5889230.5825567.0225567.0263663.5763663.572措施项目744104.0693766.42283399.99363325.4426A13-22换钢管满堂脚手架，基本层基本层8.6m100m226.96932.925150.75493.6713309.24415.0111188.5424.22652.9727A13-22换钢管满堂脚手架，基本层基本层6m100m220.99703.0914757.68300.836314.36384.748075.5717.5236

15、7.7428A13-22钢管满堂脚手架，基本层5.2m100m265.362632.3941334.3241.515784.95375.4324538.8515.461010.529A13-31垂直全封闭100m274.7271239.8392648.5973.755511.121166.0887137.4830A13-39楼层周边防护架100m21.9371290.9428318.74164.753614.041082.9123755.2943.28949.4131A13-44预留孔洞防护钢筋网10个4.1574.062353.6649.25201.93327.051340.92197.76

16、810.8232A14-10Xj0.9换垂直运输，檐高40m以内100m2113.3122845.55322434.1178.538898.372767.02313535.74331001固定式基础（带配重）座13520.873520.876756752691.282691.28154.59154.59342005自升式塔式起重机台次116266.7416266.7430003000239.16239.1613027.5813027.58353018自升式塔式起重机台次119783.4819783.481000100083.8683.8615087.415087.4361.2.1金属结构工程文

17、明施工项0.4259776.1425105.9811938.515014.1841868.3717584.725969.262507.09371.3.1金属结构工程安全施工费项0.4859776.1428692.5511938.515730.4941868.3720096.815969.262865.24381.4.1.1金属结构工程生活性临时设施费项0.6959776.1441245.5411938.518237.5841868.3728889.175969.264118.79391.4.2.1金属结构工程生产性临时设施费项0.4459776.1426301.511938.515252.9541868.3718422.085969.262626.47401.5.1金属结构工程夜间施工费项0.0959776.145379.8511938.511074.4741868.373768.155969.26537.23411.6.1金属结构二次搬运费项0.1259776.147173.1411938.511432.6241868.375024.215969.26716.31421.12.1金属结构冬雨季施