路面工程数量表

池州市万罗路（牧之路至殷汇大道段）改造工程

机动车道4cm细粒式长度（m）SBS改性沥青混凝土2AC-13(m)330.808112.15134.720311.34433.94795.95417.99634.701234.01843.421155.74616.0014859.92287.91040.26351.41025.31957.5473.21383.04774.01291.93177.2408.8人行道第1页共1页

路缘石DL-21-14序号起讫桩号6cm中粒式2cm橡胶沥1cm橡胶22cm水泥20cm水泥20cm水泥6cm人行15cm水泥SBS改性沥20cm级配玻纤格栅3cm水泥15cm级配立缘石22青应力吸沥青下封混凝土稳定碎石稳定碎石道小面包稳定碎石粘层(m)透层(m)青混凝土(m)碎石(m2)(m2)砂浆(m2)碎石(m2)2222222收层(m)层(m)(m)(m)(m)砖(m)(m)2AC-20(m)5348.9907.0143.72615.3188.0806.0104.21383.04774.01291.93177.2408.81402.34914.41323.23270.7423.567329.2795.2109.62179.4141.6671.766.1109.61638.1240.81090.2110.789303.5727.984.71992.6117.3614.149.2138.71848.7287.81230.4132.810367.8896.1147.12459.6178.2758.091.311402.1985.8180.42708.7210.6834.8113.7164.52036.0329.71355.0152.5121208.83194.81183.98966.71213.32763.5577.41383.04774.01291.93177.2408.813329.2795.2109.62179.4141.6671.766.11490.9358.2118.0622.7141.4191.9109.816369.0399.3362.21108.4346.4341.6336.3346.4833.1500.1554.5152.817369.0399.3362.21108.4346.4341.6336.3346.4833.1500.1554.5152.818369.0399.3362.21108.4346.4341.6336.3346.4833.1500.1554.5152.819369.0399.3362.21108.4346.4341.6336.3346.4833.1500.1554.5152.82085.7224.383.3622.781.2191.956.164.6468.0104.6311.549.2平缘石(m)C15水泥平面石水泥砂浆砼靠背（m）(m3)3(m)备注1123456789101112131415162k0+012.301～k0+043.109k0+043.109～k0+155.260k0+155.260～k0+189.980k0+189.980～k0+501.324k0+501.324～k0+535.271k0+535.271～k0+631.225k0+631.225～k0+649.221k0+649.221～k0+683.922k0+683.922～k0+917.940k0+917.940～k0+961.361k0+961.361～k1+117.107k1+117.107～k1+133.1082175.4224.356.1622.754.2191.937.948.0468.074.5311.542.32285.7224.383.3622.781.2191.956.164.6468.0104.6311.549.2230.20.60.11.60.10.50.10.11.20.20.80.12412.033.110.591.810.228.37.18.469.013.445.96.825交叉口交叉口交叉口交叉口交叉口交叉口交叉口道口23.823.823.823.823.823.823.823.8-23.8-23.8-23.8-23.8合 计防裂贴（0.96m宽）：2842.56m21123.80725057.916176.611340.14323.63197.57560.54931.99508.630178.94329.61646.95632.15633.15634.15635.12363.02227.72365.028.5360.6路面铣刨：1223.7m；路缘石拆除：2429m水泥混凝土板块钢筋：HPB300φ30:183.2kg;HPB300φ8:743.8kg;HRB400φ10:5505.2kg;HRB400φ14：4389.0kg。植筋打孔：1277个。更换水泥混凝土板块、老路修补：194.38m；灌缝：2970m。22编制：复核：审核：