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工程名称序号项目或费用名称单位工程数量人工费材料费机械费1人工挖基土方（H≤3m无水无挡板）M315.000.100.002人工挖基土方（H≤3m有水无挡板）M318.250.100.693人工挖基土方（H≤3m无水有挡板）M316.435.350.004人工挖基土方（H≤3m有水有挡板）M319.755.350.695人工挖基土方（H≤6m无水无挡板）M317.200.100.006人工挖基土方（H≤6m有水无挡板）M3110.700.100.697人工挖基土方（H≤6m无水有挡板）M318.385.350.018人工挖基土方（H≤6m有水有挡板）M3112.755.350.699挖掘机挖基土方（H≤6m无水无挡板）M310.790.101.1110挖掘机挖基土方（H≤6m无水无挡板）M310.820.101.5011人工挖基石方（H≤3m无水）M317.754.893.9112人工挖基石方（H≤3m有水）M3110.255.094.6113人工挖基石方（H≤6m无水）M3110.504.893.9114人工挖基石方（H≤6m有水）M3113.004.894.6015基坑回填M315.000.050.0016草袋围袋M3121.0012.500.0017挖孔桩（挖土方）M3120.000.803.79工序单价汇总表(公路工程)工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)18挖孔桩（挖石方）M3136.255.998.3719挖孔桩150#钢筋砼护壁M3130.00302.659.6420挖孔桩200#砼桩身(非水中灌筑)M3114.00195.899.9221钻（挖）孔桩钢筋笼制安工费（不含钢筋）T1178.5035.7896.7022钻孔桩（软塑粘性土d＝0.8mC20）成桩M130.00165.7836.2423钻孔桩（软塑粘性土d＝1.0mC20）成桩M135.00246.4642.5824钻孔桩（软塑粘性土d＝1.25mC20）成桩M140.0016.52403.4825钻孔桩（可塑粘性土、中细砂d＝0.8mC20）成桩M135.00222.9355.2626钻孔桩（可塑粘性土、中细砂d＝1.0mC20）成桩M140.00308.0561.5927钻孔桩（可塑粘性土、中细砂d＝1.25mC20）成桩M145.00436.4568.3728钻孔桩（硬塑粘性土、粗砂、砾石d＝0.8mC20）成桩M145.00165.78241.0229钻孔桩（硬塑粘性土、粗砂、砾石d＝1.0mC20）成桩M150.00246.46268.2930钻孔桩（硬塑粘性土、粗砂、砾石d＝1.25mC20）成桩M155.00368.09291.7231钻孔桩（卵石层、页岩、砂岩、风化岩d＝0.8mC20）成桩M150.00165.78305.2432钻孔桩（卵石层、页岩、砂岩、风化岩d＝1.0mC20）成桩M155.00246.46341.4933钻孔桩（卵石层、页岩、砂岩、风化岩d＝1.25mC20）成桩M160.00368.09373.07工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)34钢护筒（孔径0.8m）M125.0058.2012.7635钢护筒（孔径1.0m）M125.0076.2012.7636钢护筒（孔径1.25m）M125.0086.7012.7637150#片石砼基础M3117.50171.016.0538200#片石砼基础M3117.50178.756.0539150#砼基础M3116.25185.277.8840200#砼基础M3116.25194.037.8941200#钢筋砼钻孔桩承台（不含钢筋）M3117.50192.877.8942承台钢筋绑扎（不含钢筋）T1175.0039.0068.8943150#片石砼墩台身（含模板、脚手架）M3120.00208.1417.2044200#片石砼墩台身（含模板、脚手架）M3120.00216.1317.2045250#砼墩台身（含模板、脚手架）M3119.50222.6918.1346300#砼墩台身（含模板、脚手架）M3119.50231.5818.1347墩台身钢筋绑扎（不含钢筋）工费T1185.0039.0068.8948200号砼托盘、顶帽、道碴槽、耳墙及台顶（不含模板）M3120.00187.9018.5349300号砼托盘、顶帽、道碴槽、耳墙及台顶（不含模板）M3120.00218.1018.53工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)50墩身、托盘顶帽（整体钢模d≤2.5m、As≤8m2）安拆H≤8m套175.0012.00108.2651墩身、托盘顶帽（整体钢模d≤2.5m、As≤8m2）安拆H每增减1.0m套19.381.2513.5452台身组合钢模板M211.560.800.0053公路钢筋砼简支板梁预制（砼）L≤20mM3131.50291.418.9554公路钢筋砼简支板梁预制（模板安拆）L≤20mM219.384.001.8055公路钢筋砼简支板梁预制（钢筋绑扎）L≤20mT1225.003131.4568.8956公路钢筋砼简支T梁预制（砼）L≤20mM3136.00291.418.6757公路钢筋砼简支T梁预制（模板安拆）L≤20mM219.503.001.7958公路钢筋砼简支T梁预制（钢筋绑扎）L≤20mT1250.003130.9568.8959公路预应力空心板梁（砼）L≤20mM3132.00291.418.9560公路预应力空心板梁（模板安拆）L≤20mM219.634.001.8061公路预应力空心板梁（钢筋绑扎）L≤20mT1237.503161.0573.2262公路预应力T梁（砼）L≤20mM3136.50291.4111.8463公路预应力T梁（模板安拆）L≤20mM2110.004.001.7964公路预应力T梁（钢筋绑扎）L≤20mT1232.503154.2473.2365公路预应力T梁（砼）L≥30mM3136.00291.418.67工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)66公路预应力T梁（模板安拆）L≥30mM219.506.001.7967公路预应力T梁（钢筋绑扎）L≥30mT1275.003174.0168.9368公路预应力梁（张拉）L≤20mT152.505074.2530.1469公路预应力梁（张拉）L≥30mT175.005074.2543.0570公路预应力T梁（架设）L=32m片1750.00190.80244.0971C20砼公路桥面铺装M3133.75205.754.7572砼公路桥面铺装钢筋绑扎T1153.503096.3068.8973干砌片石锥体护坡M3120.5054.000.0074干砌片石河床护底、河岸护坡、导流堤M3116.5054.000.007550号浆砌片石锥体护坡M3126.5097.560.5876100号浆砌片石锥体护坡M3126.50111.160.5877100号浆砌片石检查台阶M3135.00111.160.5878挖孔桩150#砼护壁M3120.00200.787.0179挖孔桩M10砖护壁M3125.00116.780.0080钻（挖）孔桩钢筋笼制安（含钢筋）T1178.5019.583202.9081承台钢筋绑扎（含钢筋）T1175.003039.0068.89工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)82c25混凝土盖梁脚手架、整体模板摊销m300.00101.940.0083c30混凝土盖梁脚手架、整体模板摊销m300.00101.850.0084c25混凝土系梁脚手架、整体钢模板摊销m300.0097.230.0085c25混凝土系梁脚手架、整体钢模板摊销m300.0094.270.0086c40砼T梁预制梁整体钢模板摊销m300.0090.120.0087c50砼T梁预制梁整体钢模板摊销m300.0072.780.0088围栏一个桥墩123.75197.024.4489吊栏每侧168.00571.209.3490检查梯个117.50145.202.0491避车台（避车台带检查梯钢立柱钢栏杆）个1143.001183.8518.3792电缆槽（玻璃钢）安装M12.5075.000.0093人行道双侧钢筋混凝土步板及钢栏杆宽1.05mM178.25492.3514.6194人行道双侧钢筋混凝土步板及钢栏杆(人行道宽两侧各增减25cm)M111.5087.232.8095防止落梁措施单线7度L=20孔159.50400.395.1096刚架桥角钢栏杆单侧M16.3378.276.3797250#砼墩台身（不含模板）M3122.50200.1218.13工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)98.网喷混凝土m3123.10591.6055.7199.素喷混凝土m3123.10429.3055.71100砂浆锚杆m13.7517.366.43101柱墩及钻孔桩承台200号钢筋砼M3120.00312.1317.20102现浇C40砼箱梁M3110.53427.9132.35103C40砼公路桥面铺装M3133.75228.544.75104C30防水砼公路桥面铺装M3133.75228.394.75105C40防水砼公路桥面铺装M3133.75254.864.74201推土机推运土方20m以内M310.270.001.30202推土机推运20m以内,增运10m.M310.010.000.22203挖掘机配自卸车，运距1km。M310.330.003.60204挖掘机配自卸车，增运1km。M310.000.000.90205机械打眼爆破、推土机推运20mM312.062.004.90206机械打眼爆破、推土机推运增运10mM310.020.000.43207机械打眼爆破、挖掘机配汽车运距1kmM312.402.007.58工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)208机械打眼爆破、挖掘机配汽车增运1kmM310.000.000.90209M7.5挡土墙M3131.25100.330.39210M10挡土墙M3131.25108.010.39211150＃片石砼挡土墙M3133.88210.834.19212200＃片石砼挡土墙M3133.85218.134.19213150＃砼挡土墙M3133.93236.495.14214200＃砼挡土墙M3133.88245.785.14215挡土墙防水层及伸缩缝(沥青麻筋)M217.85132.590.00216挡土墙防水层及伸缩缝(沥青木板)M213.6841.420.00217干砌片石护坡M3116.5046.050.0021850#浆砌片石护坡M3131.2595.390.0021975#浆砌片石护坡M3131.2599.130.0022075#浆砌150号砼预制块M3195.00230.874.75221100#浆砌150号砼预制块M3195.00234.274.75222袋装砂井M10.200.640.46工程名称序号项目或费用名称单位工程数量人工费材料费机械费工序单价汇总表(公路工程)223塑料排水板M10.101.300.46224粉喷桩M11.5016.526.41225抗滑桩（挖土）M318.330.840.00226抗滑桩（挖石）M3125.339.0021.86227抗滑桩（护壁）M3150.00292.684.74228抗滑桩（砼）M3121.50187.424.75229抗滑桩（钢筋）T1223.003123.0056.84230沟渠砌筑M3125.0097.490.00231150号钢筋砼水