工程造价模板(分析表)

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1、序号项目编码项目特征单位工程量其中单位（元）综合单价（元）人工费材料费机械费风险企业管理费利润1010302001001底层空心砖墙空心隔墙,粘土多孔砖,MU10,120厚，M5混合砂浆。3m3.6662.29116.131.049」75.87194.523-39非承重黏土多孔砖墙10m30.366622.861161.3310.3691.7258.672010302001002底层空心砖墙空心外砖，承重多孔MU10,240厚，M7.5混合砂浆。3m22.7952.46188.102.2313.608.70288.413-37承重粘土多孔砖外墙10m32.279524.5

2、82114.1922.33135.9886.993010302001003底层空心砖墙空心内墙，承重多孔MU10,240厚，M5混合砂浆。3m54.5352.46211.842.231.368.71288.863-37换承重粘土多孔砖内墙10m35.453524.58211&3522.33136.1987.134010401001001带形基础1.C10素妊垫层8.06n?2.C30现浇钢筋处3m15.16117.08274.1427.1621.3813.68453.444-1换C10殓3m8.0676.44147.2417.7312.347.894-1换C3oe3m15

3、.1676.44195.8617.7314.829.48序号项目编码项目特征单位工程量其中单位（元）综合单价（元）人工费材料费机械费风险企业管理费利润□010401002001独立基础1.C10砾石碗垫层4.08m32.C30砾石现浇钢筋殓3m37.0684.86212.0719.6816.1810.35343.144-1换C10砾石栓m34.0876.44147.2417.7312.347.894-1换C30砾石殓m337.0676.44195.8617.7314.829.486010403001001框架梁C30现浇砾石钢筋俭3m42.5776.44195.8617.

4、7314.829.48314.334-1换C30砾石殓3m42.5776.44195.8617.7314.829.487010402001001框架柱C30现浇砾石钢筋妊，柱截而400mmX400mm,高3.6mo3m40.8776.44195.8617.7314.829.48314.334-1换C30砾石栓3m40.8776.44195.8617.7314.829.488010405001001剪力墙C30现浇砾石钢筋栓3m36.7176.44195.8617.7314.829.48314.334-1换C30砾石栓3m36.7176.44195.8617.7314.82

5、9.48序号项目编码项目特征单位工程量其中单位（元）综合单价（元）人工费材料费机械费风险企业管理费利润9010405002001无梁板C20现浇砾石钢筋栓3m86.6876.44174.2617.7313.728.77290.924-1C20砾石碗3m86.6876.44174.2617.7313.728.7710010405001001有梁板C20现浇钢筋俭3m27.1476.44174.2617.7313.728.77290.924-1C20砾石栓3m27.1476.44174.2617.7313.728.7711010406001001楼梯C20现浇钢筋检3m15.

6、3676.44174.2617.7313.728.77290.924-1C20砾石轮3m15.3676.44174.2617.7313.728.7712010416001001现浇卷钢筋（＜M0以内）t15.340728.283667.8242.19226.80145.084810.174-6圆钢①10以内t15.340728.283667.8242.19226.80145.0813010416001002现浇碗钢筋（①10以上）t40.120329.283942.38114.32224.12143.374753.474-8螺纹钢①10以上t40.120329.28394

7、2.38114.32224.12143.37序号项目编码项目特征单位工程量其中单位（元）综合单价（元）人工费材料费机械费风险企业管理费利润14010702001001卷材防水屋面屋面防水层20厚1:2.5水泥砂浆找平、1.5mm厚（热熔法）卷材一遍防水。m2145.085.7926.750.241.681.0735.538-15普通防水砂浆（平面）100m21.451387.24472.0824.1045.1428.889-27改性沥青卷材（热熔法）100m21.451191.522202.49122.337&26150107