河北某道路工程预算书-

副本副本**工程施工招标投标文件项目编号：**投标文件内容：投标文件技术部分招标人：**有限责任公司投标人：**有限公司投标人（法人章）：法定代表人（印鉴）：日期：2008年6月18日工程预算书说明本工程预算套用了《河北省建筑工程计价依据》。工程量计算依据迁西景忠山旅游专用道路工程施工图设计文件（2008年1月）材料、机械、人工按有关文件做了相应的调整。土方的开挖采用机械开挖人工配合的方式进行施工，未考虑淤泥等项目，若有发生，按相应的单价进行调整。土方的内部运输按1公里计算，外借土方按8公里计算。挡土墙按规定范围预算内考虑了脚手架。边沟和护坡均按500延米计算。灰土用土采用外购黄土，土价加运费均为每立方米15元计算。工程预算书工程名称：**工程编制人员：建筑面积：17858.28（平方米）工程造价：8483595.36（元）经济指标：475.05（元/平方米）建设单位：**有限责任公司施工单位：**有限公司编制日期：2008-6-18预算表表工程名称：序号定额编号定额名称单位工程量单价合价11-2128特、大型机械场外外运输费用履带式挖掘掘机(液压)斗容量1m3以外台次14127.544127.5421-2129特、大型机械场外外运输费用履带式推土土机功率90kW以内台次13026.033026.0331-2137特、大型机械场外外运输费用压路机台次21778.233556.4641-2178特、大型机械场外外运输费用沥青砼摊铺铺机装载质量量12t台次12500250051-33875kw推土机平平整场地1000m221.2577300.596389.8561-245反铲挖掘机斗容量量1.0m3挖四类土装装车1000m330.45573846.85117158.55171-358人工凿次坚石100m30.553194.11756.7681-3人工挖土方四类土土100m333.9008904.6830669.38891-296自卸汽车载重100t运土运距1km以内1000m333.90085428.93184045.007101-267装载机斗容量1mm3装、运土方方运距20m以内1000m333.90081598.3954186.7111-34615t振动压路机机填土碾压1000m339.89472912.46116191.772121-264斗容量1m3装载载机装松散土土1000m33.30631160.263836.17131-294自卸汽车载重8tt运土运距1km以内1000m33.30635386.217808.399141-295[R:7,C:77,J:7]]自卸汽车载载重8t运土运距200km以内每每增1km1000m33.306310041.08833198.822152-7路床整形碾压100m2212.5772285.0618081.822162-83石灰土基层拌合机机拌合厚度15cm含灰量14%（全部）100m2212.57722906.52192705.44817其中:黄土m34100.614421561509.211182-268水泥稳定碎石水水泥含量5%厚度15cm(一层)100m2161.585661591.87257223.227192-269[R:5,C:55,J:5]]水泥稳定碎碎石水泥含量5%厚度每增减减1cm100m2161.58566564.291166.6202-268水泥稳定碎石水水泥含量5%厚度15cm（二层）100m2152.314441591.87242464.772212-269水泥稳定碎石水水泥含量5%厚度每增减1cm100m2152.31444112.8417187.166222-268水泥稳定碎石水水泥含量5%厚度15cm（路肩）100m235.53961591.8756574.422232-269水泥稳定碎石水水泥含量5%厚度每增减1cm100m235.5396112.844010.29241-2062汽车运水运距1kkm100t53.77361127.660635.111252-534粗粒式沥青砼路面面机械摊铺厚厚度6cm100m2143.815887232.241040110..3826其中:粗粒式沥青混凝土土m3943.4316610611000980..98272-535粗粒式沥青砼路面面机械摊铺厚厚度每增1cm100m2143.815881104.17158797.00928其中:粗粒式沥青混凝土土m3145.2541061154114.445292-557细粒式沥青砼路面面人工摊铺厚厚度3cm(路)100m2141.4983949.01558777.00230其中:细粒沥青混凝土m3471.188331133.7534186.222312-558[R:2,C:22,J:2]]细粒式沥青青砼路面人工工摊铺厚度每每增0.5ccm100m2141.4981208.84171048.44432其中:细粒沥青混凝土m3142.9131133.7162020.445332-557细粒式沥青砼路面面人工摊铺厚厚度3cm（路肩）100m237.08483949.01146448.22534其中:细粒沥青混凝土m3123.492441133.7140003.332352-558[R:2,C:22,J:2]]细粒式沥青青砼路面人工工摊铺厚度每每增0.5ccm100m237.08481208.8444829.59936其中:细粒沥青混凝土m337.45561133.742463.477372-508喷洒沥青油料乳乳化沥青喷油油量1kg/mm2(全)100m2181.67322238.4643321.799382-609侧缘石砼垫层现现浇砼C15-44010m33.1221557.074861.17392-611侧平石安砌砼侧侧石水泥砂浆1:3100m31.2181995.9762310.199401-245反铲挖掘机斗容量量1.0m3挖四类土装装车1000m33.39743846.8513069.299411-12人工挖沟、槽土方方四类土深2m以内100m33.77491544.225829.28421-63人工填土夯实槽、坑坑100m35.4363718.863907.94431-350机械设备填土夯实实槽、坑100m35.4363433.622357.29441-264斗容量1m3装载载机装松散土土1000m32.68761160.263118.31451-296自卸汽车载重100t运土运距1km以内1000m32.68765428.9314590.799461-546浆砌块石挡土墙砌筑水泥砂砂浆M1010m3812.221279.851039519..77471-543[配]C30-20压压顶现浇砼10m311.332175.9724653.744481-556浆砌块石面勾凸缝缝砌筑水泥砂砂浆M10100m236.4499468.9917094.644492-577伸缩缝伸缝沥青青木板10m221.405515.7311039.2501-2045木脚手架单排4mm内100m236.4499522.9619061.844513-240钢筋制作、安装现浇砼Φ10以内t2.1022635.135539.04523-241钢筋制作、安装现浇砼Φ10以外t2.7372575.277048.51531-515砂石滤沟断面积00.1m2以上10m34.54841.353819.73541-545M10压顶砼模模板100m28.6372376.2120523.333551-28人工清理土堤基础础厚度10cm内100m210.155.44559.94561-532浆砌块石护坡厚度度30cm以内砌筑水泥砂砂浆M1010m339.51239.4948959.866571-554浆砌预制块面勾平平缝砌筑水泥砂砂浆M10100m210.1263.412660.44581-12人工挖沟、槽土方方四类土深2m以内100m33.69971544.225713.15596-839非定型井垫层砂砂砾石10m33.12722.112252.98606-109砼管道铺设承插插式管人机配合下下管管径1000mmm以内100m0.2453929.98812943.261其中:钢筋砼管(承插口口)10000*1000*30000m24.2451512483.6623-220浆砌料石挡墙、侧侧墙砌筑水泥砂砂浆M1010m31.8561639.893043.64631-543压顶现浇砼C15-22010m30.0481852.7388.93643-220浆砌料石挡墙、侧侧墙砌筑水泥砂砂浆M10（铺底）10m30.5761639.89944.58651-12人工挖沟、槽土方方四类土深2m以内100m318.89281544.2229174.644661-63人工填土夯实槽、坑坑100m318.8928718.8613581.288676-839非定型井垫层砂砂砾石10m341.268722.1129800.044686-116砼管道铺设承插插式管人机配合下下管管径2000mmm以内100m1.14356150.883406011.99569其中:钢筋混凝土排水管管承插口Φ2000m115.143450397233703-220浆砌料石挡墙、侧侧墙砌筑水泥砂砂浆M1010m323.2481639.8938124.166711-543压顶现浇砼C15-22010m30.6131852.731135.72723-220浆砌料石挡墙、侧侧墙砌筑水泥砂砂浆M10(铺底)10m38.8641639.8914535.988731-554浆砌预制块面勾平平缝砌筑水泥砂砂浆M10100m21.3704263.41360.98741-545M10压顶砼模模板100m20.40382376.21959.51751-28人工清理土堤基础础厚度10cm内100m26.812455.44377.68766-839非定型井垫层砂砂砾石10m354.075722.1139048.1771-533浆砌块石护坡厚度度40cm以内砌筑水泥砂砂浆M1010m3144.21204.24173651.441782-577伸缩缝伸缝沥青青木板10m212515.736188.76791-556浆砌块石面勾凸缝缝砌筑水泥砂砂浆M10100m234.062468.9915974.74480以上小计5786268..5681系数措施项目821-2184生产工具、用具使使用费基数669204.8816692.056692.05831-2185冬雨季施工增加费费基数669204.88110038.07710038.077841-2186夜间施工增加费基数669204.8814684.434684.43851-2187停水、停电增加费费基数669204.8813346.023346.02861-2188工程定位复测、场场地清理费基数669204.8814015.224015.22871-2189成品保护费基数669204.8813346.023346.02881-2190临时设施费基数669204.8816692.056692.05892-631生产工具、用具使使用费基数359817.2276836.536836.53902-632检验实验费基数359817.2274677.624677.62912-633冬雨季施工增加费费基数359817.2277915.987915.98922-634夜间施工增加费基数359817.2273957.993957.99932-635二次搬运费基数359817.2275397.265397.26942-636停水、停电增加费费基数359817.2273238.353238.35952-637工程定位复测、场场地清理费基数359817.2272518.722518.72962-638成品保护费基数359817.2273238.363238.36972-639临时设施费基数359817.22714392.68814392.688983-697生产工具、用具使使用费基数417695.6637936.227936.22993-698检验实验费基数417695.6635430.045430.041003-699冬雨季施工增加费费基数417695.6639189.39189.31013-700夜间施工增加费基数417695.6634594.664594.661023-701二次搬运费基数417695.6636265.446265.441033-702停水、停电增加费费基数417695.6633759.263759.261043-703工程定位复测、场场地清理费基数417695.6632923.862923.861053-704成品保护费基数417695.6633759.263759.261063-705临时设施费基数417695.66316707.82216707.8221076-1728生产工具、用具使使用费基数29192.077554.65554.651086-1729检验实验费基数29192.077379.5379.51096-1730冬雨季施工增加费费基数29192.077642.23642.231106-1731夜间施工增加费基数29192.077321.11321.111116-1732二次搬运费基数29192.077437.88437.881126-1733停水、停电增加费费基数29192.077262.73262.731136-1734工程定位复测、场场地清理费基数29192.077204.34204.341146-1735成品保护费基数29192.077262.72262.721156-1736临时设施费基数29192.0772043.452043.45116系数措施小计156661.882117总计5942930..38材料调价表工程名称:**工工程序号名称单位数量单价实际价单位价差总价差1拌合机105kkW台班53.63503.81848.12344.3118465.6992薄板20mmm37.38145016502001476.53草袋个5863.001.52.5158634柴油t2.0831008214.285114.2810628.55电动夯实机200-62N..m台班116.2423.2126.73.49405.696镀锌铁丝8#kg804.952.574.51.931553.557镀锌铁丝8～112#kg148.352.675.52.83419.838反铲挖掘机1..0m3台班111.38732.861031.75298.8933289.4119钢筋Φ10以内t2.142139.9650502910.046239.1310钢筋Φ10以外t2.852175.1552003024.858610.2411光轮压路机122t台班114.02284.43469.55185.1221107.59912光轮压路机155t台班68.29334.11574.77240.6616434.53313光轮压路机188t台班1.00494.13949454.87454.8714光轮压路机8tt台班68.96214.34336.55122.218428.215灰浆搅拌机2000L台班611.3142.4665.2722.8113944.01116混凝土侧石m3168.6317341753866.66617块石m311612.433476518209023.66918砾石40m31005.31384577037.1519沥青混凝土摊铺机机8t台班13.0912005000380049731.36620沥青枕木m31.60882300021183388.821履带式单斗挖掘机机（液压）2m3台班8.00918.71396.9478.23825.622履带式推土机775kW台班183.87448.56766.68318.1258492.88823履带式推土机990kW台班1.00559.05902.84343.79343.7924轮胎式装载机11m3台班151.77374.47665.15290.6844115.95525煤t6.841804002201504.0526木模板m310.831366.41650283.63071.6427平地机120kkW台班76.47753.121076.25323.1324708.14428汽车式起重机220t台班6.70968.721189.16220.441476.429汽车式起重机55t台班57.31359.85465.76105.916069.4430乳化沥青kg18894.01124237788.03331洒水车40000L台班179.07320.62495.7175.0831350.89932石灰粉t758.90851809572095.56633水泥32.5t1044.742402703031342.06634水泥42.5t710.282753406546168.17735碎石m38755.234250870041.86636碎石40m323.1542508185.2337载货汽车6t台班6.64294.53485.531911268.4938振动压路机155t台班175.14593.871056.23462.3680976.67739中砂t6194.7219.5335.1615.6396823.48840中砂m3460.6829.495525.5111751.91141自卸汽车10tt台班345.76574.49837.38262.8990896.95542自卸汽车8t台班108.53470700.33230.3324996.79943综合用工二类工日22181.822234421465818.22244综合用工三类工日7910.97183416126575.559未计价材汇总表工程名称:**工工程序号材料编号名称单位单价数量金额1BC4W01033黄土m3154100.6144261509.2112HC3W00455粗粒式沥青混凝土土m310611088.685561155095..423HC3W00466细粒沥青混凝土m31133.7775.04933878673.3394OH5-00011钢筋砼管(承插口口)10000*1000*30000m51524.2412483.65OH5W00377钢筋混凝土排水管管承插口Φ2000m3450115.14397233取费表1工程名称：**工工程(市政取费!)序号名称取费基础系数金额1工程直接、措施性性成本Z100709544.8852其中：人工费R100121767.4443其中:材料费F10010627.3664其中:机械费J100577150.0055其中:未计价材费费C10006其中:设备费S10007其中:实体合计M100657520.9968其中:措施费合计计X10052023.8999现场管理费R+J320967.52210企业管理费R+J427956.711财务费用R+J16989.1712社会劳动职工养老老失业保险费费R+J213978.35513社会劳动职工基本本医疗保险费费R+J16989.1714利润R+J427956.715费率小计R+J15104837.66216实调100017造价调整100018规费H1+H15+HH16+H1170.221791.6419税金H1+H15+HH16+H117+H1883.2526525.66620总造价H1+H15+HH16+H117+H188+H19100842699.777取费表2工程名称：**工工程(市政取费!)序号名称取费基础系数金额1工程直接、措施性性成本Z100495164.8882其中：人工费R10022