分部分项工程量清单综合单价分析表

工程名称：序项目编码号一1040101001001某路道路挖一般土方;二～四类,清表、道路路基及挡墙,含场内运输1.450.140.143.453.451.721.241.2417.293.721.351.460.820.020.030.0418.6018.609.303.547.0126.932.886.767.5435.506.538.673.157.259.594.800.000.000.000.593.173.261.160.470.510.190.625.032.510.480.486.741.681.761.840.770.280.310.120.381.960.980.190.192.590.650.680.710.308.749.673.6430.3038.6219.315.458.9353.569.5113.7214.8038.56综合单价分析项目名称工程内容人工费材料费机械费管理费利润综合单价2040103002001余方弃置;土或废弃物,弃场及运距自行考虑填方;路基及挡墙填方,含路肩整形和边坡整修填方;路基6%灰土回填及桥台接坡段6%灰土4040103001002回填30401030010015040201002001掺石灰;含灰量6%6040201002002掺石灰;含灰量3%7040201012001土工布;渗水土工布,200克/平方米8040201012002904020101400110040202002001110402020020021204020200200313040202006001土工布;防渗复合土工布,200克/平方米加0.2mmPE膜盲沟;含软式透水管、粗砂、PE出水管,图示断面,图示规格石灰稳定土;15cm,人行道6%灰土,工作内容含人行道整形石灰稳定土;18cm,12%灰土,工作内容含路床整形石灰稳定土;20cm,12%灰土,工作内容含路床整形石灰、粉煤灰、碎(砾)石;二灰碎石,厚18cm,图示碎石规格,图示配合比正元造价第 1页 共8页

工程名称：序项目编码号1404020200600215040204001001160402040030011704020400300218040204003003二综合单价分析项目名称石灰、粉煤灰、碎(砾)石;二灰碎石,厚36cm,图示碎石规格,图示配合比人行道块料铺设;4cm正六边形仿花岗岩道板（盲道板综合在内）,3cm1:3砂浆,5cmC15细石砼(平、缘)石;C20砼侧平石,图示尺寸,图安砌侧示形状,C15砼图示基础安砌侧(平、缘)石;C20砼平石,图示尺寸,图示形状,C15砼图示基础安砌侧(平、缘)石;双排金山石锁边,图示尺寸,图示形状,C30砼图示基础某路雨水管道10.8319.648.0415.6619.4522.3628.0120.8429.19172.950.000.0036.19107.18153.63212.26272.61265.05397.561285.9911.909.960.487.939.4513.5016.236.8213.126.801.331.733.158.7310.6913.2716.3710.2315.6566.510.801.041.363.774.625.747.084.426.7728.76工程内容人工费1.655.454.731.834.18材料费71.0061.3149.6920.81165.11机械费2.320.000.000.000.00管理费1.552.131.850.711.63利润0.600.820.710.270.63综合单价77.1269.7156.9723.63171.551040101002001挖沟槽土方;二～四类,雨水管道,含场内运输2040103001003填方;土,雨水沟槽304050100200140405010020025040501002003604050100200470405010020058040501002006904050100200710040504001001正元造价

混凝土管道铺设;无筋管,Φ200,承插口,120°砼基础混凝土管道铺设;有筋Ⅱ级管,Φ400,承插口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ500,承插口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ600,承插口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ700,承插口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ800,平口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ1000,平口,120°砼基础,10cm碎石垫层砌筑检查井;砖砌,Φ1000、深2.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固24.8532.3749.22143.27197.85267.13340.30307.37462.291561.01第 2页 共8页

工程名称：序项目编码号11040504001002综合单价分析项目名称工程内容人工费198.66254.5211.1361.64材料费1513.871904.8280.95256.02机械费7.8013.160.000.82管理费76.3999.044.1223.11利润33.0342.831.789.99综合单价1829.752314.3897.97351.58砌筑检查井;砖砌,Φ1250、深3m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固砌筑检查井;砖砌,Φ1500、深3.5m,02S515图12040504001003集、重型球墨铸铁井盖,工作内容含井座加固砌筑检查井;砖砌井筒,Φ700、每增减130405040010040.5m,02S515图集雨水进水井;单篦雨水口,95S235图集(不计雨14040504003001水口井盖座)三1040101002002某路污水管道挖沟槽土方;二～四类,污水管道（其中UPVC管按公称直径计算挖土宽度）,含场内运输12.5417.8928.008.4910.26167.19239.0611.130.000.00272.46192.71285.171460.491794.4080.9513.789.0816.220.971.196.807.430.001.541.5810.913.504.2364.3791.204.120.920.954.721.511.8327.8439.441.7828.7829.49332.31207.19302.671726.682171.5297.972040103001004填方;土,污水沟槽304050100200840405010060015040501006002604050400100570405040010068040504001007四1040101001002混凝土管道铺设;有筋Ⅱ级管,Φ700(不计管道主材),承插口,120°砼基础,10cm碎石垫层塑料管道铺设;UPVC管,环刚度≥8kN/m2,DN400(不计管道及接口主材),10cm砂基础,砂包封至管顶20cm塑料管道铺设;UPVC管,环刚度≥8kN/m2,DN500(不计管道及接口主材),10cm砂基础,砂包封至管顶20cm砌筑检查井;砖砌,深2.5m、Φ1000,02S515图集、不计铸铁井盖座材料费,工作内容含井座加固砌筑检查井;砖砌,深3m、Φ1250,02S515图集、不计铸铁井盖座材料费,工作内容含井座加固砌筑检查井;砖砌井筒,Φ700、每增减0.5m,02S515图集向南延伸段道路挖一般土方;二～四类,清表、道路路基及挡墙,含场内运输1.450.140.020.036.538.670.470.510.280.318.749.672040103002002余方弃置;土或废弃物,弃场及运距自行考虑正元造价

第 3页 共8页

工程名称：序项目编码号3040103001005综合单价分析项目名称工程内容人工费0.143.663.451.721.241.2417.293.721.271.460.821.655.454.732.442.96材料费0.0418.7718.609.303.547.0126.932.886.697.5435.5071.0061.3149.6926.8222.90机械费3.157.859.594.800.000.000.000.592.933.261.162.320.000.000.000.00管理费0.190.675.032.510.480.486.741.681.641.840.771.552.131.850.951.16利润0.120.401.960.980.190.192.590.650.630.710.300.600.820.710.370.44综合单价3.6431.3638.6219.315.458.9353.559.5113.1614.8038.5677.1269.7156.9730.5827.47填方;路基及挡墙填方,含路肩整形和边坡整修填方;路基6%灰土回填及桥台接坡段6%灰土4040103001006回填5040201002003掺石灰;含灰量6%6040201002004掺石灰;含灰量3%7040201012003土工布;渗水土工布,200克/平方米80402010120049040201014002100402020020041104020200200512040202002006130402020060031404020200600415040204001002160402040030041704020400300518040204003006正元造价

土工布;防渗复合土工布,200克/平方米加0.2mmPE膜盲沟;含软式透水管、粗砂、PE出水管,图示断面,图示规格石灰稳定土;15cm,人行道6%灰土,工作内容含人行道整形石灰稳定土;18cm,12%灰土,工作内容含路床整形石灰稳定土;20cm,12%灰土,工作内容含路床整形石灰、粉煤灰、碎(砾)石;二灰碎石,厚18cm,图示碎石规格,图示配合比石灰、粉煤灰、碎(砾)石;二灰碎石,厚36cm,图示碎石规格,图示配合比人行道块料铺设;4cm正六边形仿花岗岩道板（盲道板综合在内）,3cm1:3砂浆,5cmC15细石砼(平、缘)石;C20砼侧平石,图示尺寸,图安砌侧示形状,C15砼图示基础安砌侧(平、缘)石;C20砼平石,图示尺寸,图示形状,C15砼图示基础安砌侧(平、缘)石;C20砼锁边侧石,图示尺寸,图示形状,C15砼图示基础第 4页 共8页

工程名称：序项目编码号19040302015001综合单价分析项目名称工程内容人工费37.6640.3834.8240.443.9410.26材料费341.26172.44144.41331.005.65141.47机械费10.6815.312.670.000.390.39管理费18.8521.7214.6215.771.694.15利润7.258.355.626.070.651.60综合单价415.69258.21202.14393.2712.32157.88混凝土防撞护栏;栏杆（压顶及以上的图示内容,含C25砼、钢筋、钢构件、贴面等）浆砌块料;挡土墙,浆砌红砖,不含砂浆抹20040304002001面,M10浆砌块料;挡土墙,M7.5浆砌块石,不含饰面,含21040304002002沉降缝等工作内容22040305004001挡墙混凝土压顶;C25砼压顶(非栏杆部分)23040308001001水泥砂浆抹面;1：2水泥砂浆,厚2cm24040308006001五镶贴面层;挡墙表面花岗岩饰面,总厚5cm,面板2cm向南延伸段雨水管道1040101002003挖沟槽土方;二～四类,雨水管道,含场内运输2040103001007填方;土,雨水沟槽3040501002009404050100201050405010020116040501002012704050400100880405040010099040504001010正元造价

混凝土管道铺设;无筋管,Φ200,承插口,120°砼基础混凝土管道铺设;有筋Ⅱ级管,Φ600,承插口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ800,平口,120°砼基础,10cm碎石垫层混凝土管道铺设;有筋Ⅱ级管,Φ1000,平口,120°砼基础,10cm碎石垫层砌筑检查井;砖砌,Φ1000、深2.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固砌筑检查井;砖砌,Φ1250、深3m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固砌筑检查井;砖砌,Φ1500、深3.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固10.1416.528.0322.3720.8429.10172.97198.64254.730.000.0036.16212.39265.16398.271286.311513.411908.9811.148.380.4813.506.8213.146.817.7913.261.241.453.1513.2710.2315.6366.5276.3899.160.750.871.365.744.436.7628.7633.0342.8823.2727.2349.19267.28307.48462.911561.371829.252319.01第 5页 共8页

工程名称：序项目编码号10040504001011综合单价分析项目名称工程内容人工费444.5611.130.001441.39材料费2179.8180.950.006798.22机械费13.660.000.0099.17管理费169.544.120.00570.01利润73.311.780.00246.49综合单价2880.8897.970.009155.28砌筑检查井;砖砌矩形一侧交汇,深3.5m、1650*1650mm,02S515图集、重型球墨铸铁井盖,含井座加固砌筑检查井;砖砌井筒,Φ700、每增减110405040010120.5m,02S515图集雨水进水井;单篦雨水口,95S235图集(不计雨12040504003002水口井盖座)出水口;M10浆砌砖,一字式,Φ1000,95S223图13040504006001集六1040101002004向南延伸段污水管道挖沟槽土方;二～四类,污水管道（其中UPVC管按公称直径计算挖土宽度）,含场内运输12.8622.428.50167.1811.130.000.00192.781460.3380.9514.1411.370.976.800.001.581.973.5064.374.120.951.191.5127.841.7829.5236.95207.261726.5197.972040103001008填方;土,污水沟槽塑料管道铺设;UPVC管,环刚度≥8kN/m2,DN400(不计管道及接口主材),10cm砂基础,砂包封至管顶20cm砌筑检查井;砖砌,深2.5m、Φ1000,02S515图4040504001013集、不计铸铁井盖座材料费,工作内容含井座加固砌筑检查井;砖砌井筒,Φ700、每增减50405040010140.5m,02S515图集3040501006003七1040801001001拆除工程拆除路面;水泥砼路面或基层,厚15cm,不含废料外运拆除路面;水泥砼路面或基层,每增减1cm,不2040801001002含废料外运3040801002001拆除基层;碎石类基层,厚15cm,不含废料外运拆除基层;碎石类基层,每增减1cm,不含废料外运拆除人行道;道板面层,厚4～8cm,不含废料外5040801003001运4040801002002正元造价

2.500.173.100.210.660.050.000.000.000.002.860.190.000.000.002.090.141.210.080.260.800.050.470.030.108.300.554.780.321.01第 6页 共8页

工程名称：序项目编码号综合单价分析项目名称工程内容人工费0.790.5225.1829.4642.3562.2713.57材料费0.000.000.000.000.380.560.00机械费0.000.000.000.0054.1380.470.00管理费0.310.209.8211.4937.6355.675.29利润0.120.083.784.4214.4721.412.04综合单价1.210.8038.7745.37148.97220.3820.906040801004001拆除侧缘石;侧石(不含基础),不含废料外运7040801004002拆除侧缘石;平石(不含基础),不含废料外运8040801006001拆除砖石结构;砖砌体,不含废料外运9040801006002拆除砖石结构;石砌体,不含废料外运10040801007001拆除混凝土结构;无筋,不含废料外运11040801007002拆除混凝土结构;有筋,不含废料外运12040801008001伐树、挖树蔸;树径Φ15cm以上,仅挖树蔸,含废料外运总计八某路道路1040203001001沥青表面处治;下封层,厚1cm2040203004001沥青混凝土;AH-70石油沥青,粗粒式,厚8cm3040203004002沥青混凝土;AH-70石油沥青,中粒式,厚5cm4040203004003九沥青混凝土;AH-70石油沥青,细粒式,玄武岩粗骨料,厚4cm向南延伸段道路0.190.840.570.684.1250.9532.7833.040.151.891.131.470.131.070.660.840.050.410.250.324.6455.1635.3936.341040203001002沥青表面处治;下封层,厚1cm2040203004004沥青混凝土;AH-70石油沥青,粗粒式,厚8cm正元造价

0.190.844.1250.950.151.890.131.070.050.414.6455.16第 7页 共8页

工程名称：序项目编码号综合单价分析项目名称工程内容人工费0.570.68材料费32.7833.04机械费1.131.47管理费0.660.84利润0.250.32综合单价35.3936.343040203004005沥青混凝土;AH-70石油沥青,中粒式,厚5cm4040203004006沥青混凝土;AH-70石油沥青,细粒式,玄武岩粗骨料,厚4cm总计正元造价第 8页 共8页