3-29-2 桥面铺装、搭板及桥头过渡板工程数量表(沥青混凝土路面)
项目:
位置长度序号起讫桩号左线(幅)(m)1234567891011121314151617181920242223K1624+031.0K1624+036.0K1624+044.0K1624+060.0K1624+068.0K1624+195.0K1624+200.0K1624+205.0K1624+535.0K1624+540.0K1624+285.0K1624+290.0K1624+295.0K1624+565.0K1631+532.0K1631+537.0K1631+542.0K1631+558.0K1631+566.0K1631+844.0K1631+849.0K1631+857.0K1631+938.0~~~~~~~~~~~~~~~~~~~~~~~合计分项小计1.黄陂立交主线小计2.非立交主线合计编制:
141.0680.0复核:
审核:
2.7797.2602.7647.209图号:
2.7647.2092.7797.2602.7797.260K1624+036.0K1624+044.0K1624+060.0K1624+068.0K1624+073.0K1624+200.0K1624+205.0K1624+535.0K1624+540.0K1624+545.0K1624+290.0K1624+295.0K1624+565.0K1624+573.0K1631+537.0K1631+542.0K1631+558.0K1631+566.0K1631+571.0K1631+849.0K1631+857.0K1631+938.0K1631+946.05.08.016.08.05.05.05.0330.05.05.05.05.0270.08.05.05.016.08.05.05.08.081.08.0821.0整幅整幅整幅整幅整幅左幅左幅左幅左幅左幅右幅右幅右幅右幅整幅整幅整幅整幅整幅整幅整幅整幅整幅黄陂互通立交主线跨线桥黄陂立交陶塘通道桥双下高架桥(右幅)双下高架桥(左幅)双下通道桥路段特征名称(m)(m)(1000m2)(m)22.522.522.522.522.59.59.59.59.59.59.59.59.59.522.522.523.322.522.522.522.530.622.5过渡板搭板桥搭板过渡板过渡板搭板桥搭板过渡板过渡板搭板桥搭板过渡板搭板桥搭板过渡板过渡板搭板桥搭板10.0399.9739.97310.03910.0392.4192.4072.4072.4192.4190.3600.3570.3570.3600.3603.1053.0833.0833.1053.1053.7953.7693.7693.7953.7950.3600.3570.3570.3600.360桥长桥宽桥梁路面或桥面宽度桥面面积4.5cm上面层(改性GAC-16C)(1000m2)桥面铺装数量5.5cm下面层(改防水粘结层性GAC-20C)(1000m2)(1000m2)抛丸处理或其它桥面板处理方式(1000m2)第 1-1 页 共 3 页
结构类型粘层(1000m2)3-29-2 桥面铺装、搭板及桥头过渡板工程数量表(沥青混凝土路面)
项目:搭板及过渡板处结构层数量面层序号起讫桩号4.5cm上面层 (改性GAC-13C)(1000m2)1234567891011121314151617181920242223K1624+031.0K1624+036.0K1624+044.0K1624+060.0K1624+068.0K1624+195.0K1624+200.0K1624+205.0K1624+535.0K1624+540.0K1624+285.0K1624+290.0K1624+295.0K1624+565.0K1631+532.0K1631+537.0K1631+542.0K1631+558.0K1631+566.0K1631+844.0K1631+849.0K1631+857.0K1631+938.0~~~~~~~~~~~~~~~~~~~~~~~合计分项小计1.黄陂立交主线小计2.非立交主线合计编制:
0.9901.022第 2-1 页 共 3 页
桥头搭板粘层8cm下面层(GAC-25C)(1000m2)0.1120.179下封层(1000m2)0.1190.190玻纤格栅(m2)71.100C30搭板(m3)搭板搭板HPB235钢筋HRB400钢筋(kg)(kg)枕梁(m3)枕梁基础(m3)桥头过渡板平均24cm素砼埋板(m3)28.440¢30横向拉杆(kg)221.399221.399粘层(1000m2)0.1120.1795.5cm中面层(改性GAC-20C)(1000m2)0.1120.179(1000m2)0.1120.179K1624+036.0K1624+044.0K1624+060.0K1624+068.0K1624+073.0K1624+200.0K1624+205.0K1624+535.0K1624+540.0K1624+545.0K1624+290.0K1624+295.0K1624+565.0K1624+573.0K1631+537.0K1631+542.0K1631+558.0K1631+566.0K1631+571.0K1631+849.0K1631+857.0K1631+938.0K1631+946.00.1130.1800.1800.1130.0580.0580.1790.1120.0570.0570.1790.1120.0570.0570.1790.1120.0570.0570.1790.1120.0570.0570.1900.1190.0640.06471.10035.55028.44014.520241.399221.399112.641112.6410.0580.0580.0580.0580.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0640.0640.0640.06435.55035.55014.52014.520112.641112.641112.641112.6410.0920.1130.1130.0910.1120.1120.0910.1120.1120.0910.1120.1120.0910.1120.1120.1020.1190.11971.10028.440112.641221.399221.3990.1800.1130.1130.1800.1790.1120.1120.1790.1790.1120.1120.1790.1790.1120.1120.1790.1790.1120.1120.1790.1900.1190.1190.19071.10071.10028.44028.440221.399221.399221.399221.3990.1802.0120.1791.9980.1791.9980.1791.9980.1791.9980.1902.142462.150185.760221.3993223.8750.9831.0150.9831.0150.9831.0150.9831.0151.0431.099213.300248.85085.320#REF!图号:
1549.790#REF!复核:审核:
3-29-2 桥面铺装、搭板及桥头过渡板工程数量表(沥青混凝土路面)
项目:搭板及过渡板处结构层数量基层序号起讫桩号C20贫砼(17cm)(1000m2)1234567891011121314151617181920242223K1624+031.0K1624+036.0K1624+044.0K1624+060.0K1624+068.0K1624+195.0K1624+200.0K1624+205.0K1624+535.0K1624+540.0K1624+285.0K1624+290.0K1624+295.0K1624+565.0K1631+532.0K1631+537.0K1631+542.0K1631+558.0K1631+566.0K1631+844.0K1631+849.0K1631+857.0K1631+938.0~~~~~~~~~~~~~~~~~~~~~~~合计分项小计1.黄陂立交主线小计2.非立交主线合计编制:
0.356#REF!0.377#REF!复核:
0.5705.404审核:
图号:
K1624+036.0K1624+044.0K1624+060.0K1624+068.0K1624+073.0K1624+200.0K1624+205.0K1624+535.0K1624+540.0K1624+545.0K1624+290.0K1624+295.0K1624+565.0K1624+573.0K1631+537.0K1631+542.0K1631+558.0K1631+566.0K1631+571.0K1631+849.0K1631+857.0K1631+938.0K1631+946.00.7740.8246.5690.1190.1190.1260.1260.1430.143填表1.本说表内 排水、2.桥面边第 3-1 页 共 3 页
中央分隔带土路肩φ50备种草皮培土PE管注(m)(m2)(m3)C15贫砼(17cm)(1000m2)水泥稳定级配碎水泥稳定级配碎石(16cm)石(20cm)(1000m2)0.119(1000m2)0.126级配碎石(15cm)(1000m2)0.143C20缘石砼回填反滤防水φ7.5横向排中央分拦水缘平缘石反滤回填碎石φ11渗沟回填耕植土工土工带孔水管外隔带植石C25C25砼土工砂砾盲沟PVC管碎石碎石土布布PVC管包C15砼草砼预制预制布(m3)(m3)(m3)(m2)(m2)(m)(m)(m3)(m2)(m3)(m3)(m3)(m3)(m2)(m)(m3)0.1190.0610.1260.0650.1430.0780.0610.0610.0650.0650.0780.0780.1190.1260.143