工程项目总价表.doc

工程项目总价表序号单项工程名称金额（元）1中南财经政法大学中原大道道路工程1691246.002中南财经政法大学景观路道路工程358360.003局部路基处理、延长雨水管、道路画线、道路标志牌等200000.00合 计2249606.00单项工程费汇总表序号单位工程名称金额（元）1中南财经政法大学中原大道道路工程1430363.002中国政法大学中原大道安装260883.00合计1691246.00单项工程费汇总表序号单位工程名称金额（元）1中南财经政法大学景观路道路工程235487.002中国政法大学景观道路安装122873.00合计358360.00单项工程费汇总表序号单位工程名称金额（元）1局部路基处理、延长雨水管、道路画线、道路标志牌等200000.00合计200000.00中南财经政法大学景观路道路工程单位工程费汇总表序号项目名称金额（元）一分部分项工程量清单计价合计197136.15二措施项目清单计价合计10741.85三其他项目清单计价合计8000.00四规费11225.661养老保险统筹基金6282.052待业保险基金906.693医疗保险费3238.174定额测定费280.645工程排污费86.356工程意外伤害保险费107.947建设施工安全技术服务费323.82五税金8383.30六合计235486.96分部分项工程量清单计价表 金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价D.1 土石方工程006517.92140101001001挖一般土方土壤类别:一、二类土；土方运输:3公里；M3162.3640.1456517.92D.2 道路工程00190618.23240202002001石灰稳定土厚度:15CM；含灰量:三七灰土；M21525.534.5352676.1340203005001水泥混凝土混凝土强度、石料最大粒径:C25商品混凝土；厚度:20CM；运输:3KM；M21323.776.435101176.59440306002001箱涵底板垫层厚度、材料品种、强度:100厚 C10 商品混凝土；混凝土强度、石料最大粒径:C25 商品混凝土；M313.32422.9035633.07540306003001箱涵侧墙混凝土强度等级、石料最大粒径:C25商品混凝土；M315.66362.755680.66640306004001箱涵顶板混凝土强度等级、石料最大粒径:C25商品混凝土；M39361.3163251.85740701002001非预应力钢筋T4.5954831.32822199.95合 计00197136.15措施项目清单计价表序号项目名称金额（元）1.1环境保护491.3511.2文明施工196.5401.3安全施工196.5401.4临时设施4264.9271.5夜间施工196.5401.6二次搬运98.2701.7施工排水、降水196.5401.8冬雨季施工393.0811.9生产工具用具使用982.7021.1工程定位、点交、场地清理196.540小 计7213.032其他项目清单计价表序号项目名称金额（元）1招标人部分预留金箱涵施工措施费、闸门8000.零星工作项目计价表 金额(元)序号名称计量单位数量综合单价合 价1人工00 1、搬运工工日00 2、木工工日000000000000 小 计002材料00 1、灰沙砖千块00 2、镀锌铁皮20#平方米0000000000000000 小 计003机械00 1、载重汽车4t台班00 2、点焊机100KVA台班0000000000000000 小 计00 合 计00分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计140101001001挖一般土方土壤类别:一、二类土；土方运输:3公里；M3162.3633.990.0303.42.7240.145 D1-1人工挖土方 一、二类土100M31.588845.240084.5267.62997.383 D1-278人工填土夯实|槽、坑100M31.1351745.924.890175.08140.062065.958 D1-222人工挖运淤泥、流砂 人工挖100M30.4964417.1600441.72353.375212.249240202002001石灰稳定土厚度:15CM；含灰量:三七灰土；M21525.53.3721.666.841.511.1534.53 D2-315换水泥、石灰、石屑基层(拌合机拌合) 水泥:石灰:石屑(5:7:88)|厚度(15cm) 换:碎石40mm100M215.255192.722111.57362.56106.6780.012853.532 D2-78路床(槽)整形 路床碾压检验100M215.25515.840109.445.013.76134.048 D2-324水泥、石灰、石屑基层 养生 人工洒水100M215.25512.324.6601.71.3620.04 D2-319消解石灰 小堆沿线|消解石灰T357.043.3301.040.8312.237 D2-509换多合土运输|运距600米10M322.88366.4427.92141.4323.5818.86278.222340203005001水泥混凝土混凝土强度、石料最大粒径:C25商品混凝土；厚度:20CM；运输:3KM；M21323.710.1359.840.913.162.476.435 D10-2水泥混凝土路面 厚度(18cm)100M213.237801.06163.740258.1828.941251.926 主材(无组成)商品混凝土路面C25立方米243.0310299008.97307.97 D2-415人工切伸缝|沥青木板10M20.15282.04414.04069.6155.69821.38 D2-422换机械切缝、人工填灌缝 锯缝机切缝|缝宽6mm 缝深(8cm)100M1.86370.041159.72646.69217.64174.122568.208 D2-426水泥混凝土路面 草袋|养生100M213.23750.677.32012.7910.23150.944 A7-114玛碲脂卷材防水二毡三油平面100M20.615389.841716.860210.67168.542485.909 D2-414水泥混凝土路面拉防滑条 混凝土路面拉防滑条100M213.237886.0103.762.82100.593440306002001箱涵底板垫层厚度、材料品种、强度:100厚 C10 商品混凝土；混凝土强度、石料最大粒径:C25 商品混凝土；M313.3236.7358.54015.8111.86422.903 D10-8换基础|混凝土 换:商品混凝土C10 碎石20mm10M30.259257.532744.690120.0990.073212.373 D10-48换箱涵制作 底板|混凝土 换:商品混凝土C25 碎石20mm10M31.332316.933051.670134.74101.063604.405540306003001箱涵侧墙混凝土强度等级、石料最大粒径:C25商品混凝土；M315.6632.47306.55013.5610.17362.75 D10-79换箱涵侧墙 换:商品混凝土C25 碎石20mm10M31.566324.723065.470135.61101.713627.5640306004001箱涵顶板混凝土强度等级、石料最大粒径:C25商品混凝土；M3930.46307.22013.5110.13361.316 D10-47换箱涵制作 滑板|混凝土 换:商品混凝土C25 碎石20mm10M30.9304.613072.180135.07101.33613.165740701002001非预应力钢筋T4.595375.753599.95118.65409.43327.554831.328 D7-11桥涵护岸工程钢筋制作、安装 现浇混凝土|10mm|以内T0.231733.043499.5850.37428.3342.645053.925 D7-12桥涵护岸工程钢筋制作、安装 现浇混凝土|10mm|以外T4.364356.843605.26122.26408.44326.754819.545措施项目费分析表金 额（元）序号措施项目名称单位数量人工费材料费机械使用费管理费利润小计1.1环境保护项191.841321.44545.92118.36813.776491.3511.2文明施工项136.737128.57818.3687.3475.51196.541.3安全施工项136.737128.57818.3687.3475.51196.541.4临时设施项1797.1832790.139398.591159.437119.5774264.9271.5夜间施工项136.737128.57818.3687.3475.51196.541.6二次搬运项118.36864.2899.1843.6742.75598.271.7施工排水、降水项136.737128.57818.3687.3475.51196.541.8冬雨季施工项173.473257.15636.73714.69511.021393.0811.9生产工具用具使用项1183.683642.88991.84136.73727.552982.7021.1工程定位、点交、场地清理项136.737128.57818.3687.3475.51196.54合 计01348.234718.806674.115269.646202.2357213.032技术措施项目费综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计 D9-60箱涵模板 滑板、底板10M21.016104.7264.9906.795.09181.59 D9-61箱涵模板 侧墙10M211.16112.286.3127.999.066.8242.36 D9-62箱涵模板 顶板10M22.52117.9276.3926.448.836.62236.2 D9-63现浇混凝土垫层100M20.026937.2643.82063.2447.431691.69人材机汇总表序号材料名称单位数量市场价合价100000000001 综合工日工日653.214428741.40300091000001 商品混凝土C10 碎石20mm立方米2.63268704.53300091000007 商品混凝土C25 碎石20mm立方米38.5529911526.36400111200014 水泥吨24.71361.198926.12400507010029 碎石40mm立方米292.957.8816952.82400509010002 生石灰(石灰)吨35.091705964.70402101051033 镀锌铁丝(铁丝)8#千克0.063.80.23402101051047 镀锌铁丝(铁丝)18#22#千克14.924.7270.42402103010032 铁钉（圆钉）圆钉千克7.434.6134.24402115551301 金钢石锯片片1.32742.04979.94402309190005 尼龙帽个38.730.6625.56402509030001 草袋条、片、个596.610.76453.43402701030006 碳钢电焊条千克38.755.01194.15402901010001 定型钢模(组合钢模板、定型钢模板)千克86.83.65316.81402901010102 钢模板吨036506.50402901070004 钢管支撑25千克74.083.59265.95402901150004 零星卡具千克35.494141.95402903010301 钢模扣件个0.034.70.16403101310003 铁件千克109.73.59393.82403501030003 水立方米619.923.151952.74403501130001 电度21.20.6714.20403503680002 煤吨02400.29403503720001 木柴千克140.160.2230.83420301000029 薄板20mm立方米0.031540.5451.07420303260001 板方材(板枋材)立方米0.8213501108.31430105010069 圆钢(钢筋)10以内吨0.243383.11797.13430105010088 钢筋10以外吨4.543403.5115447.03430127000019 轻便轨千克2.443.68.80440303070002 钢脚手架管(钢脚手配件钢管)千克0.542.81.53471101030009 石油沥青60100#吨0207910.29471103010006 沥青油毡350g、351g平方米147.452.42356.83471107040002 模板嵌缝料千克7.351.511.02471107690001 石油沥青玛碲脂立方米0.311802.47565.34471107710002 冷底子油30:70千克29.823.38100.78481301080001 脱模剂kg14.72.5537.47600000002072 (无组成)商品混凝土路面C25立方米243.0329972666.36800000000050 其他材料费元210.851210.85800000000085 滚齿压纹器摊销费元79.42179.42800000000207 柴油千克619.865.683520.81800000000209 电kWh452.70.67303.31800000000213 人工工日52.12452345.35900101000001 履带式推土机功率(kW) 55 中型台班2.9423.581227.73900101000003 履带式推土机功率(kW) 75 大型台班1.98643.071275.30900105000003 平地机功率(kw) 120台班1.22835.961020.21900112000002 光轮压路机(内燃)工作质量(t) 8 大型台班0.92293268.18900112000003 光轮压路机(内燃)工作质量(t) 12大型台班4.85402.831954.16900125010001 (无组成)灰土拌合机功率(kw) 105 大型台班2.75529.791454.75900301000002 履带式电动起重机提升质量(t) 5 中型台班2.44155.52379.03900407000001 机动翻斗车装载质量(t) 1 小型台班28.15114.983236.24900501000006 电动卷扬机单筒慢速 牵引力(kN) 50 小型台班0.9100.9691.17900703000001 钢筋弯曲机直径(mm) 40 小型台班1.0522.4723.60900734010001 钢筋切断机直径(mm) 40 小型台班0.4738.718.05900747000017 锯缝机台班9.58125.571202.84900902000001 交流电焊机容量(kVA) 30 小型台班2.23149.57332.89900905000003 对焊机容量(kVA) 75台班0.44182.0979.46合 计00187882.50单位工程费汇总表（安装）序号项目名称金额（元）一分部分项工程量清单计价合计230692.98二措施项目清单计价合计8466.43三其他项目清单计价合计0.00四规费12436.291养老保险统筹基金6959.542待业保险基金1004.473医疗保险费3587.394定额测定费310.915工程排污费95.666工程意外伤害保险费119.587建设施工安全技术服务费358.74五税金9287.40六合计260883.11分部分项工程量清单计价表金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价D.1 土石方工程0010943.27140101002001挖沟槽土方M3437.417.3347581.89240103001001填方M3175.6119.1413361.38D.5 市政管网工程0069717.95340501002001混凝土管道铺设DN300M12354.2086667.55440501002002混凝土管道铺设DN400M15968.59910907.29540501002003混凝土管道铺设DN500M9490.5578512.37640501002004混凝土管道铺设DN200M16254.258788.45740504003001雨水进水井座22748.28116462.19840504001001雨水检查井座15928.53713928.05940504001002砖砌坚槽式跌水井座14452.0484452.05C.2 电气工程00150031.771030208003001电缆保护管 塑料管PVC100m484.556.74127490.781130208003002电缆保护管 焊接钢管SC100m18042.6417675.331230208003003电缆保护管 镀锌钢管DN100m1482.5531155.741330208001001电力电缆YJV22-1.0KV-3*10m879.6640.05135231.461430209001001接地装置项3622.461808.581530213006001大马路弯灯套242799.5867189.911630204017001路灯配电箱（含光控器）台14892.0974892.11730204017土石方m3193.3128.9065587.87合 计00230692.98措施项目清单计价表序号项目名称金额（元）1.1环境保护576.7321.2文明施工230.6931.3安全施工230.6931.4临时设施5006.0381.5夜间施工230.6931.6二次搬运115.3461.7施工排水、降水230.6931.8冬雨季施工461.3861.9生产工具用具使用1153.4651.1工程定位、点交、场地清理230.693小 计8466.433其他项目清单计价表序号项目名称金额（元）1招标人部分预留金材料购置费零星工作项目计价表金额(元)序号名称计量单位数量综合单价合 价1人工00 1、搬运工工日00 2、木工工日000000000000 小 计002材料00 1、灰沙砖千块00 2、镀锌铁皮20#平方米0000000000000000 小 计003机械00 1、载重汽车4t台班00 2、点焊机100KVA台班0000000000000000 小 计00 合 计00分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计140101002001挖沟槽土方M3437.416.2000.650.4917.334 D1-178人工挖沟槽土方 一、二类土(深度在2m以内)100M34.37416200064.848.61733.4240103001001填方M3175.6117.860.0300.720.5419.141 D1-278人工填土夯实|槽、坑100M31.7561785.63.29071.5653.671914.115340501002001混凝土管道铺设DN300M12311.139.340.222.031.5254.208 D5-92平接(企口)式(3002400) 人工下管 管径 300mm以内100M1.23564.072974.330141.54106.153786.09 D5-169平(企)接口水泥砂浆接口(120管基) 管径300mm以内10个口6.148.519.1402.311.7361.686 D5-10非定型渠(管)道垫层 砂10M31.6234.77702.6517.2438.1928.641021.484440501002002混凝土管道铺设DN400M15912.3151.570.222.561.9268.599 D5-170平(企)接口水泥砂浆接口(120管基) 管径400mm以内10个口7.952.7412.0802.591.9469.354 D5-93平接(企口)式(3002400) 人工下管 管径 400mm以内100M1.59663.574182.680193.85145.395185.486 D5-10非定型渠(管)道垫层 砂10M32.07234.76702.6517.2438.1928.641021.484540501002003混凝土管道铺设DN500M9414.6769.740.223.392.5490.557 D5-171平(企)接口水泥砂浆接口(120管基) 管径500mm以内10个口4.757.3814.8202.892.1777.249 D5-94平接(企口)式(3002400) 人工下管 管径 500mm以内100M0.94875.165988.120274.53205.97343.712 D5-10非定型渠(管)道垫层 砂10M31.22234.76702.6517.2438.1928.641021.484640501002004混凝土管道铺设DN200M16211.1239.350.222.031.5254.25 D5-169平(企)接口水泥砂浆接口(120管基) 管径300mm以内10个口8.148.519.1402.311.7361.686 D5-92平接(企口)式(3002400) 人工下管 管径 300mm以内100M1.62564.072974.330141.54106.153786.09 D5-10非定型渠(管)道垫层 砂10M32.11234.76702.6517.2438.1928.641021.484740504003001雨水进水井座22163.36533.32.6627.9720.98748.281 D5-1696砖砌雨水进水井 单平箅(680380)|井深(1m)座22139.46324.972.6618.6814.01499.784 D5-1717井箅安装 雨水井|铸铁平箅10套2.2239.092083.32092.969.672484.973840504001001雨水检查井座15197.28667.852.6634.7126.03928.537 D5-1497砖砌圆形雨水检查井 井径(700mm 400)，井深(2m以内)座15197.28667.852.6634.7126.03928.537940504001002砖砌坚槽式跌水井座11600.792539.0320.97166.43124.824452.048 D5-1523砖砌竖槽式跌水井(02S515-110) 跌差高度(3m以内)|井深(4.5m以内)座11600.792539.0320.97166.43124.824452.0481030208003001电缆保护管 塑料管PVC100m484.59.7742.630.642.121.5956.741 C2-763电缆保护管敷设硬质塑料管管径150MM以下10m48.4597.6525.876.3721.213.9154.993 主材硬塑料管PVC100米532.95036.4001.0937.4921130208003002电缆保护管 焊接钢管SC100m18025.2913.21.361.591.242.641 C2-760电缆保护管敷设(管径100-150MM以下)钢管10m18252.991.2513.5715.9410.73384.383 主材焊接钢管SC100M18040.8001.2242.0241230208003003电缆保护管 镀锌钢管DN100m1412.3863.990.793.092.3182.553 C2B-204路灯用镀锌钢管公称直径（mm以内）100100m0.141237.5459.5879.16308.6153.292138.128 主材镀锌钢管100米14.42057.66001.7359.391330208001001电力电缆YJV22-1.0KV-3*10m879.663.1634.210.061.51.1240.051 C2-687铜芯电力电缆敷设电缆YJV22-1.0KV-3*10(截面35MM2以下)100m8.797316.35189.065.69149.7215.33676.163 主材电缆YJV22-1.0KV-3*10米888.457032000.9632.961430209001001接地装置项3613.727.090.180.840.6322.461 C2-857接地母线敷设户外接地母线敷设截面(200MM2以内)10m3.6137.251.551.818.44.22153.228 主材接地母线-40*4米37.806.6000.26.7981530213006001大马路弯灯套24117.72451.0847.65104.6678.492799.58 C2-1719路灯安装大马路弯灯臂长1200MM以下10套2.4302.43200449.118.671090.171 主材大马路弯灯套24.24010500031.51081.5 C2B-144换立路灯金属杆单杆式（杆长m以下）10根2421.699.2823.747.784.34196.702 主材路灯金属杆根24010500031.51081.5 C2B-368路灯基础C20无筋混凝土基础m325.2762.55198.7822.7411.368.52303.9611630204017001路灯配电箱（含光控器）台1253.354280.338.4182.88137.164892.097 C2B-26落地式控制箱半周长2m以内二路套1238.9572.4738.4173.9910.49534.315 主材路灯控制箱个104000001204120 C2B-34光电控制器个114.47.8308.890.6731.782 主材光电控制器个102000062061730204017土石方m3193.3123.943.0801.080.8128.906 C2-979土石方工程普通土1019.331239.430.75010.818.1289.062措施项目费分析表金 额（元）序号措施项目名称单位数量人工费材料费机械使用费管理费利润小计1.1环境保护项1107.8377.30253.921.5616.17576.7321.2文明施工项143.12150.92121.568.6246.468230.6931.3安全施工项143.12150.92121.568.6246.468230.6931.4临时设施项1935.7083274.978467.854187.142140.3565006.0381.5夜间施工项143.12150.92121.568.6246.468230.6931.6二次搬运项121.5675.4610.784.3123.234115.3461.7施工排水、降水项143.12150.92121.568.6246.468230.6931.8冬雨季施工项186.24301.84143.1217.24812.936461.3861.9生产工具用具使用项1215.601754.603107.843.1232.341153.4651.1工程定位、点交、场地清理项143.12150.92121.568.6246.468230.693合 计01582.5115538.788791.255316.502237.3778466.433技术措施项目费综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计主要材料价格表序号材料编码材料名称规格、型号等特殊要求单位单价(元)1光电控制器个200.001焊接钢管SC100M40.801路灯金属杆根1050.001100000000001 综合工日工日45.001100000000002 综合工日工日45.001400101030003 普通硅酸盐水泥袋装 32.5吨300.001400111200010 水泥综合千克0.301400501010001 标准砖(红砖、普通粘土砖、机制砖)24011553mm千块180.001400505010001 砂立方米50.001400505010005 中粗砂立方米50.001400507010014