人民医院急救中心综合楼设计概算书Word文档下载推荐.docx

1、场地道路6.204围墙、化粪池4.32M946.30 二建设工程其它费45.7092.396.09%建设单位管理费1.20%8.032工程监理费匸程质量监督费0.25%1.67建设项目名称：*市人民医院门诊楼及急救中心*市人民医院门诊楼及急救中心 续表概算价值（万元）4 工程招投标管理费1.5%/25.02工程勘察费3000元/井1.20设计费3.00%20.08工程预算编制费三三预备费35.7672.304.76%基本预备费5.00%四建设项目概算总投资81.46750.861518.02100%879.57万元综合（总）概算表615.50117.0045.57778.071310.8688

2、.46%3.475.850.39%2.98595.61758.181277.3586.20%32.484.8837.3628.481.8130.2930.23弱电工程10.16615.6554.5327.661.87%62.60105.477.12%9.342.00%15.561.95匸程招投标管理费0.11%0.86*市急救中心楼*市急救中心楼（六层） 续表1.5023.34施工图审查费1.50 元/n20.898工程保险费0.24%1.879竣工图编制费10啬改费7.00 元/n24.1511散装水泥推广费200元/n21.1912土地征用及时补偿补助费不计13资源费 三38.9065.5

3、44.42%建设项目总投资101.50879.571481.87定额编号分部分项工程名称工程量基价合价人工基价人工合价机械基价机械合价一、土方工程108586.8686731.1021688.741-6基础土方M32386.0045.5136.359.09二、基础工程289859.4922418.6822218.052-6-1基础垫层砼C1598.26218.5421473.7425.272483.039.19903.012-13-2钢筋砼带形基础C20482.85511.76247103.3234.5316672.8119.919613.542-106机械打灰土挤密桩6n内89.10238.

4、8621282.4336.623262.84131.3311701.50三、墙体工程776171.0191019.025098.213-33加气砼外墙300mm2688.9273.53197716.2912.8334498.840.611640.243-23加气砼内墙200mm4258.3052.64224156.9111.2647948.460.482043.983-9粘土砖女儿墙240mm79.1447.773780.5214.701163.361.0986.263-73-2钢筋砼电梯井内墙C30384.85188.7772648.1319.257408.363.451327.73市场价聚

5、苯乙烯泡沫板墙100mmn M21445.26105.00151752.303-106外墙彩釉砖2673.1047.18126116.869.3625020.2214四、门窗工程321377.7217035.952441.78154-23胶合板门429.19104.8044979.1116.537094.515.662429.22164-121铝合金地弹簧门89.96433.1438965.2717.541577.900.010.90174-125铝合金推拉窗501.92271.07136055.4515.277664.32184-142 换铝板门5.40858.734637.1414.247

6、6.901.236.6419无框玻璃自动感应门套4.0022000.0088000.00204-160木门弹子门锁把30.0032.25867.501.6348.90214-161球形门锁113.0051.475816.113.80429.40224-166厕所门锁29.55886.501.5145.30234-170门底弹簧扇8.00146.331170.6412.3498.7224五、钢筋砼工程853443.3571343.8721086.24255-1-2现浇钢筋砼矩形柱C30250.471027.53257365.4489.6522454.6428.947248.60265-3-2现浇

7、钢筋砼圆柱C3010.331048.9210835.3493.54966.2728.59295.33275-5-2现浇钢筋砼构造柱C30M767.3677.8659746.659.207059.712.151649.82285-8-2现浇钢筋砼矩形梁C30247.23953.33235787.1165.1616116.0222.425545.14295-14-2现浇钢筋砼板C30436.06586.73255849.4847.6520778.2612.925633.90305-16-2现浇钢筋砼雨蓬板C3052.5875.823986.626.69351.761.0756.26315-19-2

8、现浇钢筋砼整体楼梯C30267.15111.8229872.7113.543617.212.46657.1932七、金属结构工程13766.992378.492583.38337-21爬式扶梯t0.3586108.642186.89798.75285.951412.53541.49347-23零星构件1.9625902.1911580.101066.432092.341040.722041.8935八、楼地面工程570891.98104659.5420624.66368-1换地面硫酸铁粉水泥砂浆20.3038.50781.556.76137.221.1723.75378-46楼面硫酸铁粉水泥砂

9、浆62.2034.522147.142.74170.430.159.33388-10彩色水磨石地面223.0490.1720111.5227.906222.827.401650.50398-57彩色水磨石楼面1115.2275.3283998.3723.9426698.376.226936.67408-13花岗岩地面155.76438.8368360.9410.771677.541.30202.49418-15地板砖地面597.5469.9841815.8512.617534.981.33794.73428-62地板砖楼面2990.5457.16170939.278.3324911.200.1

10、4418.68438-92彩色水磨石楼梯226.2068.9515596.4944.6510099.83110.84448-108不锈钢栏板96.00179.5417235.8419.161839.362.27217.92458-122散水1:2砂浆245.0031.007595.0011.332775.853.81933.45468-130台阶花冈岩43.56710.9730969.8532.621420.936.47281.83478-133防滑坡道1:79.2042.293349.3710.31816.551.32104.54488-190钢筋砼地沟C20179.50601.621079

11、90.79135.1824264.8158.3110466.6549九、屋面及天棚工程379678.8324842.73619.1850SBS防水卷材屋面1381.13165.00227886.4551PV（塑料水落管 100mm235.6725.005891.75529-64屋面伸缩缝油浸麻丝15.0077.641164.6017.89268.350.629.30539-75现浇砼天棚抹灰3587.5012.4744736.136.8524574.380.17609.8854十二、脚手架模板等工程682876.15124847.6525868595512-4综合脚手架9.4046495.22

12、11228.104253.825612-13建筑物垂直封闭3243.0013.5143812.934.5414723.225712-21医院框架结构模板60.89301180.2118.7892891.513.6117856.145812-60医院框架结构垂直运输40.90202303.670.592918.3240.31199385.35595-51钢筋砼钢筋用量调整15.7253368.0352962.27196.283086.5067.941068.3660塔式起重机基础座1.004093.0761塔式起重机安拆5385.4262柴油打桩机安拆5108.2963挖掘机场外运输费台次3600.9464柴油打桩机场外运输费9906.5065塔式起重机场外运输费8027.6366以上小计元3996652.38零星项目工程费2.50%99916.3168一一一地区基价定额直接费4096568.69I69二二二综合费用20.00%819313.7470-三定额编制及测定费0.15%7373.8271工程税金3.41%167883.0472五概算造价5091139.2973概算指标元/m21029.28747576