1、 年 月 日表5-15 工程预算费用汇总表单位工程名称：单层实习车间序号费用名称计算方法金额（元）备注1直接费合计定额直接费+其他直接费53819.98定额直接费见工程预算分析表51984.91其他直接费定额直接费3.53%1835.072临时设施费（1）1.72%925.703现场管理费1.25%672.754企业管理费2.00%1076.405财务费0.49%263.726社会劳动保险费1.03%554.357定额测定编制管理费0.19%102.268计划利润2.62%1410.089材料调价费见材料调价表4649.2410税金（1）+（2）+（3）+（9）3.43%2177.1711总造
2、价上述十项之和65651.65编制说明：1本预算是按全国统一建筑工程预算工程量计算规则计算工程量，按河北省1998定额及相应取费标准编制的，取费按四类丁级；2本工程中钢筋是按图纸实际用量计算的，并根据需要对钢筋进行了重量调整（预制构件钢筋未调），在工程结算时不再调整；3由于篇幅限制，本例中只对部分材料进行了分析和汇总；4本例中材料市场价格是按廊坊市2000年第一期价格信息执行的；. 5挑檐立面干粘石按河北定额规定套用了普通腰线定额；6室内回填土是按地面素土垫层考虑的；7现浇钢筋混凝土梁、板、柱，如层高超过3.6m，每超过1m（不足1m者，按1m计），按每10m3混凝土工程量增加138.13元；
3、8河北定额中，实砌内墙及抹灰中已包括3.6m脚手架的费用，不另行计算；若超过3.6m，则应计算，按相应砌筑单排脚手架基价乘以0.7系数计算，独立柱脚手架按相应高度单排脚手架计算； 9屋面工程中垫层及水泥砂浆找平层按楼地面工程相应项目计算； 10楼地面工程垫层项目用于基础垫层时，人工及机械乘以系数1.2。表5-16 材料汇总及价差调整表材料名称规格单位数量预算价（元）市场价单价差合 价综合用工工日628.0水泥325#t8.43205.00230.0025.00210.75425#12.70254.00300.0046.00584.20中砂74.5021.8845.0023.121722.44碎
4、石34.5030.4138.007.59261.86白石子1.43120.00130.0010.0014.30生石灰8.7989.76115.0025.24221.86红（青）砖千块41.87116.00150.0034.001423.58水m385.590.551.000.4538.52钢筋60.2972400.00包括加固筋80.209100.009120.6072450.0050.0030.35180.1738.65200.0341.70220.0391.95空腹钢门m216.0102.51110.007.49119.84空腹钢窗21.079.5680.000.449.24合 计定额编号
5、工程项目名称计量单位预 算总 价（元）其 中人工费材料费机械费红砖325#水泥10以内钢筋土石方工程1-8人工挖地槽100m30.75789.05779.679.3838.031-16人工挖地坑0.12147.21145.711.57.111-31回填土（夯填）0.43342.28263.920.3777.9912.870.671-35平整场地100m21.92176.748.621-84换人工运土40m222.0910.83小 计1677.371588.1388.8777.46砌筑工程3-1M5水泥砂浆砖基础10m32.312497.78626.521841.5629.7130.5611.9
6、94.071.248.923-2M5水泥石灰砂浆一砖内墙0.80993.66256.82727.249.6012.534.221.780.423.010.133-4一砖半外墙4.875731.451634.324034.5062.6279.7225.6611.202.6919.440.823-39砌体内钢筋加固筋0.067210.7738.92169.632.221.900.0699433.662556.586772.93104.15124.7117.054.3531.370.95脚手架工程4-1换9m内单排脚手0.70.49346.7253.51276.7316.482.61表5-17 工程
7、预算分析表工程预算分析表 续表425#水泥20以内钢筋4-1独立柱脚手架（单排）0.28283.0443.68225.9013.452.13124-29m内双排脚手架1.852201.33350.061731.05120.2317.08134-13满堂脚手架337.62166.95159.3611.318.14 小 计3168.71614.202393.04161.4729.96混凝土及钢筋混凝土工程145-6C20现浇独立柱基础0.21758.3395.48624.1738.674.660.591.602.780.0210.0650.011155-29C20现浇矩形柱0.09776.2314
8、7.73588.7739.737.210.300.651.171.230.0470.0730.013165-33C20现浇构造柱0.201302.45292.08931.7178.6614.250.661.452.593.370.0520.107175-36C20现浇单梁0.171567.90287.621199.2980.9914.031.192.271.770.1710.062185-38C20现浇圈梁4728.681012.863529.72186.1049.415.6210.6911.670.2240.4650.001195-40C20现浇过梁0.04401.5885.57298.66
9、17.354.170.53205-62C20现浇雨蓬10m20.19172.6237.70122.9012.021.840.050.100.180.390.0180.005215-67C20现浇挑檐0.242230.37658.151396.14176.0832.100.843.097.020.205225-87C20预制过梁574.7093.95447.1333.620.0570.007235-100C30预制空心板0.582633.00425.552022.51184.940.1690.149245-146普通钢筋调整10以内 -0.197-577.81-84.24-486.53-7.04
10、-4.07255-147普通钢筋调整20以内 -0.119-330.23-29.79-291.24-9.20-1.45265-148普通钢筋调整20以外-0.049-130.33-8.61-119.44-2.28-0.42空腹钢门钢窗275-182钢筋场外运输1.29989.1517.898.7562.510.9228补现浇梁、板、柱层高超过3.6m增加费用 10m30.6387.0255.9922.268.782.7314283.663088.4310294.8900.93125.385.7112.5923.3028.32构件运输及安装工程297-4类预制构件运输715.1864.2116.
11、76634.213.13307-11类预制构件运输133.629.644.45119.520.47317-88预制过梁安装0.118125.90102.1822.381.334.980.020.06327-100空心板安装0.57286.89130.87152.803.226.380.521.251261.58306.90196.39758.2914.960.221.31门窗、木结构工程338-157普通钢门安装0.161802.33124.481661.7616.096.070.140.03348-159普通钢窗安装1855.97135.741699.1221.116.620.07358-1
12、61钢门窗安玻璃0.23489.9344.32445.602.164148.22304.543806.4837.2014.850.32楼地面工程369-1素土垫层（室内回填土）0.5663.5050.280.6212.62.451.12379-2换7灰土垫层（基础）1.66657.75307.90250.2399.6215.023.354.16389-221:6水泥焦渣垫层（屋面）1.381432.19264.791142.5624.8412.929.743.55399-23换C10混凝土垫层（柱基）76.2716.1457.133.000.790.380.34409-23C15混凝土垫层（地
13、面）782.24131.79625.9324.526.431.373.706.453.34419-2520厚水泥砂浆找平（屋面）1.22647.52200.08425.4821.969.764.950.93429-14220厚水泥砂浆面层543.06237.02297.2611.562.663.66439-145水泥砂浆踢脚88.9353.940.992.630.270.01449-148水泥砂浆台阶面层27.8915.0812.470.74459-208混凝土散水0.401118.92438.04628.6952.1921.372.143.164.23469-211混凝土台阶99.2835.1157.636.541.710.545537.551750.173532.00255.3885.3814.3710.5927.455.883.82屋面工程4710-15三毡四油带砂防水层1.323453.81299.823153.6414.634810-59铁皮
