高新区规划一号路通海西河桥工程5-15

市市政政工工程程预预(结结)算算建设单位:工程编号:工程名称:高新区规划一号路通海西河桥工程 5-15 结构类型:施工单位:工程类别:编制单位:编制人(签章)工程造价:4242647.85 元 建筑面积:单位造价:编制日期:2014 年 5 月 15 日审核单位:审核人(签章)审定造价:审定日期:年 月 日编编制制说说明明1、主要材料等按2013年清单编制原则和市场价计入，其它材料价格按2013年二季度标准造价管理计取。2、工程量结合图纸和相关经济签证。3、桥东头施工范围到桩号0+850处，桥头搭板后方延伸路面作法至0+850处。4、人工分别为建筑64元/工日、市政61元/工日、修缮72元/工日、安装64元/工日。5、两岸挖除原有淤泥，破除原涵8米处回填土夯实，其它桥台后回填级配砂。6、垃圾、土方、泥浆等外运按7.5公里考虑。7、增加298.64平方砼板作法按照台后搭板做法，上部道路面层按120MM沥青混凝土铺装。8、混凝土桩冲击钻机钻孔按1500H40M套用定额，考虑砂土、粘土、砂砾、卵石层。9、石栏杆按1450元/米计入。市市政政工工程程费费用用表表建设单位:工程名称:高新区规划一号路通海西河桥工程 5-15 第(5)号 取费代码:2211 定额人工:66.0序序号号费费用用名名称称(1)一.直接费(2)(一)直接工程费(3)(一)省价直接工程费(4)其中:人机费RJ1(5)(二)措施费(6)1.参照定额规定计取的措施费(7)2.按照省发布费率记取的措施费(8)2.1 夜间施工增加费 (省系数:0.09%)(9)2.2 冬雨季施工增加费 (省系数:0.67%)(10)2.3 场地清理费 (省系数:0.08%)(11)2.4 中小型机械及工具用具使用费(省系数:1.68%)(12)2.5 已完工程及设备保护费 (省系数:0%)(13)2.6 施工因素增加费 (省系数:1.54%)(14)3.按施工组织设计(方案)计取的措施费(15)其中:人机费RJ2(16)二.企业管理费(17)三.利润(20)总承包服务费(21)四.规费前造价(22)五.规费(如果社保只取税金,则规费不含社保)(23)1.安全文明施工费(24)其中:安全施工费(25)环境保护费(26)文明施工费(27)临时设施费(28)2.工程排污费(发生时)(30)4.社会保障费(只取税金)(33)5.住房公积金(34)6.危险作业意外伤害保险(36)税前造价合计(37)六.税金(38)七.工程费用(40)九.其它费用(41)十.市政工程费用合计合计肆佰贰拾肆万贰仟陆佰肆拾柒元捌角伍分第 1 页 共 2 页计计算算公公式式金金额额(一)+(二)3287570.21工程量(定额工日消耗数量地区人工单价)+(定额材料消耗数量地区材料单价)+(定额机械台班消耗数量地区机械台班单价)2872339.62工程量(定额工日消耗数量定额人工单价)+(定额材料消耗数量定额材料单价)+(定额机械台班消耗数量定额机械台班单价)2517055.17省价直接工程费的人机费之和(不含参照定额的措施项目及第十二章)1212410.501+2+3415230.59按定额规定计330187.652.1+.2.649223.87RJ10.09%1091.17RJ10.67%8123.15RJ10.08%969.93RJ11.68%20368.50RJ1RJ11.54%18671.12按施工组织设计(方案)计取35819.07措施费中定额价人机费之和350201.07(RJ1+RJ2)18.6%290645.75(RJ1+RJ2)12.7%198451.67分包费用合计3%(一+二+三+工料机调整费+总承包服务费)3776667.631+.+6161736.62132938.71四1%37766.68四0.2%7553.34四0.5%18883.34四1.82%68735.35四0.15%5665.00四2.6%98193.36(人工费+措施费中折算人工)3.6%17467.91四0.15%5665.00四+五+0505章合计3938404.25(税前造价+社会保障费)3.48%140473.60(税前造价+六)4078877.85见其它费用项目163770.00七-八+九4242647.85市市政政工工程程费费用用表表工程名称:高新区规划一号路通海西河桥工程 5-15 第(5)号 取费代码:2211 定额人工:66.0市市政政工工程程预预算算定定额额表表建设单位:工程名称:高新区规划一号路通海西河桥工程 5-15 5号序序号号定定额额号号项项目目名名称称单单位位工工 程程 量量定定额额价价工工程程价价换17-1碳钢管安装（焊接）50mm以内 声测管10米85.50049.7647.022 主材碳钢管m867.82525.00换13-379钢筋制作、安装预制混凝土10mm内t18.0526037.675277.09换13-380钢筋制作、安装预制混凝土10mm外t12.8445298.754600.165 3-381钢筋制作、安装现浇混凝土10mm内t15.7305760.925020.056 3-382钢筋制作、安装现浇混凝土10mm外t45.5305323.384623.46换13-383制作、安装钻孔桩钢筋笼t34.3806364.415582.25换13-392预应力钢筋制作、安装后张法螺栓锚t0.3377032.216479.78换13-391预应力钢筋制作、安装先张法钢绞线t5.9969762.709822.37换13-402临时钢丝束 拆除 钢绞线 钢绞线 后割t5.8581610.811492.9611 8-315硬塑料管地埋敷设 硬塑料管（mm以内）20钢绞线 套管100m8.720793.64768.4612 主材硬塑料管/20m924.9302.1313 主材硬塑料管接头/20个173.9641.2514 3-506空心板梁预应力混凝土 M40-210m318.2444499.165457.0615 3-507空心板梁预应力 模板10m2111.720775.70759.19换13-461.1混凝土（商混）板梁间灌缝 M30.410m32.8204407.716138.38换11-419人工路面凿毛 水泥混凝土百平4.618492.36455.06换33-470混凝土板梁底砂浆勾缝 M7.5.0100m3.640155.88144.7719 3-462.1混凝土梁与梁接头混凝土（商混）M40.2 10m31.0504978.565894.8820 1-482平板拖车运输钢筋砼1km起重机装车15t内十立19.2941334.961355.4221 1-485平板拖车运输钢筋砼每增运1km15t内28.5十立539.67281.0280.2622 3-589陆上安装板梁起重机L20m10m319.2941081.751071.44换13-478.1桥面混凝土（商混）铺装车行道 M25.4 10m35.2004672.386277.21换14-199沥青防水层百平5.2002027.032099.7025 6-1206管渠道及其他井盖板木模 手孔10m30.5682049.362613.55换16-538预制井室盖板 M20-410m30.0513857.644887.8927 6-1214预制构件钢筋直径20mm内t0.0805296.604600.5328 6-448砌筑砖砌矩形 M7.5.010m30.2704006.374780.7629 6-482.1垫层混凝土 M15.1（商混）手孔10m30.1002673.053715.07换13-668安装伸缩缝毛勒10m4.140775.80765.81换1主材毛勒伸缩缝m41.400700.0032 01-1-138(借修缮)爆破拆除路面、地坪 钢筋混凝土0.40m厚10m32.0003770.173979.3433 3-461.1混凝土（商混）板梁间灌缝 M30.410m32.0004288.355833.8834 6-B1塑料排水管道铺设管径300mm以内100m0.256421.66389.7235 主材塑料排水管 DN300m26.11215.0036 不取费铸铁箅子个8.000240.00换12-177喷洒沥青油料结合油配油量0.4L/m2 +百平3.640202.47252.0238 2-191中粒式沥青混凝土路面机械摊铺厚5CM百平3.640328.99317.5539 主材中粒式沥青混凝土t43.207542.0040 2-192中粒式沥青混凝土路面机械摊铺增减1CM百平7.28053.7851.7741 主材中粒式沥青混凝土t17.254542.0042 2-195细粒式沥青混凝土路面机械摊铺厚2CM百平3.640195.43189.8443 主材细粒式沥青混凝土t16.926567.0044 2-196细粒式沥青混凝土路面机械摊铺增减0.5CM百平21.84011.2210.3745 主材细粒式沥青混凝土t25.553567.00换13-435.1墩身、台身台盖梁混凝土（商混）M30.410m39.2554066.685489.4547 3-436墩身、台身台盖梁模板10m220.075807.89817.05换13-433.1墩身、台身墩盖梁混凝土（商混）M30.410m33.2734096.435516.7949 3-434墩身、台身墩盖梁模板10m27.414734.72741.07换23-433.1墩身、台身墩盖梁混凝土（商混）M30.410m31.0604096.435516.7951 3-434墩身、台身墩盖梁模板10m23.696734.72741.07换13-449.1矩形实体连续板混凝土（商混）M30.4 桥头搭板10m321.5504255.035348.9253 3-450矩形实体连续板模板10m22.010379.66397.2254 2-117厂拌多合土基层水泥碎石层泥含量6%厚15CM3 桥 头搭板 下水稳碎石百平2.6102170.862197.7555 主材水泥稳定碎石m339.933130.0056 2-117厂拌多合土基层水泥碎石层泥含量6%厚15CM3 桥 头搭板百平2.7542170.862197.7557 主材水泥稳定碎石m342.136130.00换13-347.1灌注桩混凝土（商混）回旋（冲击）钻孔M20/310m332.2204565.916235.9859 3-191埋设钢护筒陆上1500mm10m8.5004578.794365.4960 3-714凿除桩顶钢筋砼钻孔灌注桩10m30.8551289.921210.7961 2-3-68(借建筑)地基处理防护凿桩头桩头钢筋整理(10根柱)10根34.00056.7655.04换13-317冲击式钻机钻孔1500H40m砂土10m2.5123499.453376.46换13-318冲击式钻机钻孔1500H40m粘土10m8.2914559.664398.90换13-319冲击式钻机钻孔1500H40m砂砾10m15.90015047.8814518.64换13-321冲击式钻机钻孔1500H40m卵石10m1.79729631.6028579.8866 3-B1泥浆制作10m332.220246.47265.45换13-344泥浆外运残泥浆处理外运1000m以内10m332.220160.38168.3168 3-345泥浆外运残泥浆处理外运每增1000m10m3225.54054.1258.05换13-427.1墩身、台身柱式墩台身混凝土（商混）M20.410m31.2304238.925653.04换13-428墩身、台身柱式墩台身模板10m24.320887.99918.69换13-477.1桥面混凝土（商混）铺装人行道 M25.4+10m31.0003463.974518.08换13-636安装人行道板 长度为桥上人行2倍+10m31.9941053.36973.56换23-492矩形板混凝土 M30-4+10m31.5604401.075207.6274 3-493矩形板 模板10m214.248254.75277.68换12-266.1人行道混凝土垫层细石混凝土（商混）垫层厚5cm M15.1百平1.4001680.122077.09换12-259-2(自编)彩色道板铺砌(矩形)1:2.5水泥砂浆3cm+百平2.7001767.461797.7277 主材人行道板（矩形）200*100*60m2276.75041.00换12-270侧缘石垫层人工铺装混凝土垫层 M15.1+立米6.474300.50397.7779 1-432脚手架3.6m基本层百平5.382624.53588.48换13-410.1混凝土（商混）基础 支敦M15.1 +10m30.3743725.044579.7781 3-411混凝土基础 模板+10m23.460304.67332.26换22-140碎石底层人机配合厚15CM百平1.3501583.951545.4683 2-141碎石底层人机配合每增减1CM百平3.90093.5291.28换12-273石质侧缘石(立缘石)安砌百米1.560989.05924.1085 主材石质侧石（立缘石）m158.34084.0086 2-275石质缘石安砌 树池边石 花岗岩百米0.480553.73518.2087 主材石质缘石m48.72024.0088 不取费石栏杆M52.6001450.00换11-583.1挡土墙 现浇混凝土 M15.1（商混）包封 十立1.3603612.774786.38换11-584挡土墙 现浇混凝土模板百平0.3202333.822346.80换16-270.1混凝土基础、底 M15.1（商混）管基础10m37.0104449.185242.5992 3-411混凝土基础 模板10m25.000304.67332.26换13-498T型梁混凝土 M35.1 栏杆底座10m31.2814503.545267.54换13-499T型梁模板10m29.672717.19837.9095 1-45人工原土夯实 槽、坑 护坡下土百平2.800123.42114.0796 2-140碎石底层人机配合厚15CM护坡垫层 +百平4.8001583.951545.4697 2-141碎石底层人机配合每增减1CM百平-24.00093.5291.28换11-564浆砌毛石护坡厚度40cm内M10.0 护坡十立19.8601628.161936.82换23-B2浆砌毛石 基础护底 M7.5.0 护坡基础10m311.5602218.902554.16100 1-127抓斗挖掘机（斗容1m3）挖淤泥流砂装车深6m内 河底百立5.535888.14863.68101 1-B708t自卸汽车运淤泥 第一个1km100m35.535958.43945.61102 1-B718t自卸汽车运淤泥 每增1km100m335.970244.43241.16换11-B31沟槽.地坑回填 级配碎石 河底回填100m32.43612441.5213732.59换13-B2浆砌毛石 基础护底 M7.5.0 河底片石10m318.2702218.902554.16换16-482.1垫层混凝土 M15.1（商混）10m312.1802673.053715.07106 1-B1挖掘机挖淤泥、流砂（装车）系梁基坑100m30.924854.02829.81换21-B708t自卸汽车运淤泥 第一个1km100m30.924958.43945.61108 1-B718t自卸汽车运淤泥 每增1km100m36.000244.43241.16换21C1-30沟槽级配碎石回填(夯填)10m36.1941353.681473.50110 1-274双排圆木桩围堰高3m内10m4.4806328.625919.63111 主材圆木桩m322.9821550.00112 2-191中粒式沥青混凝土路面机械摊铺厚5CM桥外百平6.376328.99317.55113 主材中粒式沥青混凝土t75.683542.00114 2-192中粒式沥青混凝土路面机械摊铺增减1CM百平12.75253.7851.77115 主材中粒式沥青混凝土t30.222542.00116 2-195细粒式沥青混凝土路面机械摊铺厚2CM百平6.376195.43189.84117 主材细粒式沥青混凝土t29.648567.00118 2-196细粒式沥青混凝土路面机械摊铺增减0.5CM百平38.25611.2210.37119 主材细粒式沥青混凝土t44.760567.00换22-177喷洒沥青油料结合油配油量0.4l/m2百平6.376202.47252.02换32-177喷洒沥青油料结合油配油量0.8l/平米百平6.376404.95504.06122 2-117厂拌多合土基层水泥碎石层泥含量6%厚15CM085道路下三层百平0.9902170.862197.75123 主材厂拌水泥碎石m315.147130.00124 2-117厂拌多合土基层水泥碎石层泥含量6%厚15CM百平1.0802170.862197.75125 主材厂拌水泥碎石m316.524120.00126 2-117厂拌多合土基层水泥碎石层泥含量6%厚15CM百平1.1802170.862197.75127 主材厂拌水泥碎石m318.054100.00128 1-B1挖掘机挖淤泥、流砂（装车）桥台两侧板坡下淤泥100m317.460854.02829.81换11-B708t自卸汽车运淤泥 第一个1km100m317.460958.43945.61130 1-B718t自卸汽车运淤泥 每增1km100m3113.490244.43241.16换11-B27沟槽.地坑回填 砂 桥西100m38.23014274.4111596.93换11-136机械填土碾压 振动压路机 桥东路基填土百立5.800925.64904.94133 1-B27沟槽.地坑回填 砂 板下砂东100m33.57014274.4111596.93134 1-B27沟槽.地坑回填 砂 台前护坡回填100m32.43014274.4111596.93135 1-119反铲挖掘机（斗容1.0m3）挖土方 装车一、二类土 原涵土8米百立3.680377.22369.89136 1-179自卸汽车装载8t内运石碴 第一个1Km百立3.6801442.901433.23137 1-180自卸汽车装载8t内运石碴 每增运1Km百立23.920315.19310.97138 1-134机械填土夯实 槽、坑 原涵填百立2.0001129.371048.48139 不取费橡胶支座 984个4.00060.00140 不取费橡胶支座200*42个120.000176.00141 不取费橡胶支座1553个2.00085.00换15-118承插预(自)应力钢筋砼管安装(胶圈口)1000mm内十米9.6001022.89969.75143 主材预（自）应力钢筋混凝土管m96.000280.00144 8-319硬塑料管地埋敷设硬塑料管（mm以内）100100m0.9601407.851337.87145 主材硬塑料管/100m114.41321.00146 1-408拆除混凝土构筑物 陆上（实体积）10m35.1803007.762877.58换25-118承插预(自)应力钢筋砼管安装(胶圈口)1000mm内 过水管。河道。填土中引水管十米3.6001022.89969.75148 主材预（自）应力钢筋混凝土管m36.000280.00换11-286筑岛填心 夯填土 河道先填 百立18.3106887.266406.09换11-290筑岛填心 夯填砂砾石百立3.89713935.1813505.16151 1-105自卸汽车运土 装载8t内 运第一个1Km运来百立22.200771.36770.66152 1-106自卸汽车运土 装载8t内 10Km内每增运1Km百立144.300186.54184.05换11-113反铲挖掘机（斗容0.6m3）挖土方 装车一、二类土 河道 后挖百立22.200378.32371.30154 1-105自卸汽车运土 装载8t内 运第一个1Km运走百立22.200771.36770.66155 1-106自卸汽车运土 装载8t内 10Km内每增运1Km百立144.300186.54184.05156 J58019污水泵70mm小台班37.100223.76215.69157 J58021污水泵150mm小台班98.300349.59329.07158 12-5-8压路机,场外运输台次2.0004194.894171.24159 12-3027沥青混凝土摊铺机8t 场外运输台次1.0003477.413437.98160 12-5-5履带式推土机135KW,场外运输台次1.0005168.925113.73161 12-5-7履带式单斗挖掘机(液压)1.25m3,场外运输台次2.0005320.555279.63162 12-5-15-1潜水钻孔机1500mm,场外运输台次2.0004169.754182.81163 不取费检测费项1.00064050.00按施工组织方案的措施费合计参照定额的措施费合计主材费用合计总计(不含0303章)2895145.90工程人工费合计:工程材料费合计:工程机械费合计:工程商品混凝土费合计:路径:D:XTYYS11SJ1通海西河桥工程调整后第 1 页 共 8 页工工程程价价合合价价定定额额人人工工费费定定额额机机械械费费4020.2138.946.0421695.6395262.031360.2674.8759084.46518.7696.1078965.391099.5663.35210506.13535.2699.73191917.761173.48475.812181.091178.10438.0858894.93626.34222.778745.761601.826700.97539.22252.451970.10217.4699558.601183.38426.3584816.71591.3673.3517310.231020.86170.992101.47492.36526.96151.806189.621038.681057.1526151.4785.801176.2043314.0781.0220672.3699.66982.0932641.491103.36170.9910918.441010.461484.50893.644.00250.751461.90270.61368.04482.46134.451290.811275.1255.99371.51647.463170.45312.18405.5528980.007958.681426.921556.3911667.761020.86170.9999.77419.102.56391.681920.00917.351.583.901155.88116.16196.2723418.09376.8921.7832.009351.45691.0250.82136.339597.04226.4811.2214488.4450804.86851.24521.6616402.28363.00308.7818056.45867.74535.885494.29330.00279.215847.80867.74535.882738.99330.00279.21115269.231039.34678.04798.41145.20119.325736.13131.34103.015191.296052.60131.34103.015477.71200923.28727.32692.1837106.672576.641763.441035.23933.90314.411871.3656.768481.67836.882512.5936471.281078.443330.55230846.383408.2411424.7151358.046801.3022545.278552.80119.4637.855422.9525.08135.3013092.6054.126953.24939.68621.183968.74425.04270.114518.081008.32170.991941.281053.368123.891213.08438.873956.38146.521.662907.93470.914853.84877.8011346.752575.16100.983167.20453.42109.261714.67618.26355.811149.62133.322086.37128.04245.66355.995.287.331441.60857.3413300.56248.74460.681169.2876270.006509.48588.06750.981405.8036750.561580.04121.061661.30133.326747.721218.36438.878104.17315.48116.29319.40123.427418.21128.04245.66-2190.725.287.3338465.25764.2867.9129526.09912.1267.914780.47227.04661.105233.95958.438674.53244.4333452.593036.0057.5246664.50912.1267.9145249.55647.46767.08227.04626.98874.12958.431446.96244.439126.86297.00128.4826519.945228.52302.1835622.722024.70116.16196.2741020.24660.1721.7832.0016380.431210.4250.82136.3316810.64396.7111.2225378.641606.881.583.903213.893.177.802175.77131.34103.011969.112373.57131.34103.011982.882593.35131.34103.011805.4014488.48227.04626.9816510.35958.4327369.25244.4395442.731722.605248.65326.04592.7841401.041722.6028180.541722.601361.2045.54331.685274.291437.627438.40315.192096.96910.80218.57240.0021120.00170.009309.60651.42369.5026880.001284.361123.32282.382402.6714905.861393.921609.733491.10651.42369.5010080.00117295.516299.70587.5652629.615624.52690.6617108.65766.0826558.42186.548242.8645.54332.7817108.65766.0826558.42186.548002.10223.7632347.58349.598342.48330.003659.993437.98264.002922.835113.73396.004452.2710559.26792.004258.558365.62330.003813.9564050.0035819.07330187.65326928.193238346.34743134.34788177.64687561.441451192.22772661.57495951.04市市政政工工程程工工料料机机汇汇总总表表建设单位:工程名称:高新区规划一号路通海西河桥工程 5-15 第(5)号 烟台2013-6材材料料编编号号材材料料名名称称单单位位数数量量工工程程价价材材料料编编号号R4综合工日(市政)工日11133.127861.000RX1R1综合工日(建筑)工日79.240064.000R304001水泥/32.5MPat18.3478390.0000122601558.2六角空心钢kg13.57804.5000521203204竹笆1.9m1.0m块25.00009.2200520405199碎石/1030mmm3384.392769.0000520905144石粉m366.844662.0000155827041底座个0.26915.1000157003045木板方材m39.75882250.0001200804006普通硅酸盐水泥32.5MPat36.1363390.0000500110130环氧沥青漆kg133.380018.0001011710171聚氨脂固化剂kg133.380027.0001323505107石灰t0.3406195.0000512605167.1中砂(砌筑抹灰3-1-0.1用)m3144.131180.00013003.113002柴油t0.03018030.0000525113052.1润滑剂kg5.54404.6802615805223石屑m370.720924.8002617905159天然砂/细砂m31708.272382.0002612813186.1乙炔气kg9.140715.1201751909001电焊条kg1133.15196.93013279.213402导爆管雷管8#个318.76001.8001340301264中厚钢板/15以外kg77.94804.9000100201003钢筋/10以外t89.39643800.00014949.127023脚手钢管/48mmt0.05924600.0002703727026钢脚手架管kg6.65604.6001319015425导管kg122.43603.7301530915508高压风管25186m1.45608.1601550918163.1胶质导线1.5mm2m100.00000.6001472714929镀锌低碳钢丝8#kg141.92487.20014288.103054模板木材m30.44762200.0002704727061模板嵌缝料kg91.25352.00026177.214932镀锌铁丝/8#12#kg6.58357.2001493614945.1镀锌铁丝/22#kg0.65177.5001492214924铁丝/18#22#kg534.71507.5000300203040枋木m30.01701750.0002706226194钢锯条根10.16000.3500155027057钢管支撑/25kg795.68434.60003018.126017破布kg21.37507.0000728107282橡胶囊外套/60m6.703292.0002610426106草帘子m2282.24000.7002619026350尼龙帽个15.42241.0002637127030零星卡具kg351.49657.0002705026006.1棉纱线kg0.940519.0000307607117橡胶板=10m20.780095.0002610301292钢绞线/15.24t6.83547296.0002902229021单头连接器个0.9714138.3802901929020张拉杆螺母个3.837430.7502636901055予应力钢筋t0.35684680.000306614715圆钉Kg64.17035.80026371.1M20-4(商砼)预制砼C20 石子40 32.5水泥立米1.7978305.000M40-2M35.4(商砼)现浇砼C35 石子40 42.5水泥立米247.3555355.000M40.2M50.3(商砼)现浇C50 石子31.5 52.5水泥立米52.7800440.000M15.1M30.4(商砼)现浇砼C30 石子40 32.5水泥立米20.3000325.000M45.4M20.4(商砼)现浇砼C20 石子40 32.5水泥立米10.1500305.000M35-1M25.1(商砼)现浇砼C25 石子16 32.5水泥立米7.1400315.000M35.1M45.1(商砼)现浇砼C45 石子16 52.5水泥立米13.8720405.0005801958021污水泵150mm小台班98.3000329.0705903462046电焊条烘干箱/600*500*750台班0.598526.3705501057003.1钢筋切断机/40mm小台班11.004142.6405700459031交流电焊机30kVA台班181.259391.2405901057013预应力钢筋拉伸机/900kN小台班0.467954.9205803862016千斤顶/YC25A台班0.749511.8105701558039高压油泵80MPa台班2.9980301.9805400460012电动空气压缩机 0.6m3/min台班5.0800117.5505403453007.1履带式起重机/5t大台班127.6096469.6805600655001单筒快速电动卷扬机/5kN小台班78.204099.5305702257017木工圆锯机500mm台班20.690826.2805402653030汽车式起重机25t台班7.91051279.3505303357025.1木工压刨床/600mm台班0.039826.1405605459035直流电焊机30kVA台班0.0344101.2305902653025汽车式起重机5t台班10.8152511.8205107660028电动空气压缩机9m3/min台班5.2960478.2605718451081汽车式沥青喷洒机/4000L大台班0.1366690.2705105751059光轮压路机(内燃)15t台班5.2794661.1005108651030轮胎式装载机2m3大台班0.6891849.3205606155002单筒快速电动卷扬机10kN台班16.5750116.4306001366005冲击钻机30型（电动）台班372.9229669.4705601754040汽车泥浆罐车5000L台班30.6090580.5005400551021平地机/90KW 大台班0.7338725.3705110154018自卸汽车8t台班249.0712634.6405107051044履带式单斗挖掘机(液压)1m3台班10.54961169.7505403865008驳船50t台班56.7818229.1205100251065振动压路机15t台班1.52541168.5605302854007载货汽车8t台班4.1880510.4405501660021内燃空气压缩机/9m3/min中台班12.5874631.11051076.151042履带式单斗挖掘机(液压)0.6m3台班7.3038727.9005106054028平板拖车组40t台班4.00001468.4602903553026汽车式起重机8t台班1.0000672.4405402751007履带式推土机90KW以外台班0.50001802.6105403051045履带式单斗挖掘机(液压)1.25m3台班1.00001356.250G02008G26369电 （机械台班中）Kw.h121197.84900.810G13009G13002柴油（机械台班中）0Kg20167.26868.030其中%部分材料费合计:其中%部分机械费合计:烟台2013-6价合计:7163.81元人工费合计:材料费合计(含商品砼)烟台2013-6价合计:1451192.22元机械费合计:其中商品砼:烟台2013-6价合计:495951.05元 第 1 页 共 4 页材材料料名名称称单单位位数数量量工工程程价价综合工日(修缮建筑用)工日43.240072.000综合工日（安装）工日4.000064.000普通钢板 2.0kg30.66005.700砂砾石m3494.919060.000碎石/2540mmm3141.770670.000碎石/60mmm395.590558.000六角空心钢kg2.02024.500铁件kg126.22309.500配制沥青t0.91076000.000机制红砖240*115*53千块1.4712450.000煤焦沥青漆/LO1-17kg0.84408.000脱膜剂/m-74kg185.42002.830粘土m357.029415.000柴油kg18.21448.030毛石m3575.507583.000冲击钻头/合金钢钻机专用kg323.307916.640合金钻头/一字型个1.346812.400砂轮片/100片1.19702.000铸铁爬梯kg22.90686.800硝铵炸药kg20.40007.280电雷管个31.88008.000钢筋/10以内.t41.47113800.000镀锌低碳钢丝8#kg2.00007.200脚手管（扣）件个7.58866.400氧气m326.94257.500高压橡胶水管/19-6P-20mm0.259016.430高压水管m2.38406.120扒钉kg2.63508.400螺栓kg13.21028.400钢模板t0.02185600.000合金钻头个8.760012.400镀锌铁丝/12#18#kg2.42007.500铁丝/8#12#kg516.51127.200圆木m30.02551500.000钢模扣件个0.42245.500钢护筒t0.41654400.000竹篱片m2276.86408.720橡胶囊/36m13.406455.000草袋条70.00002.000市市政政工工程程工工料料机机汇汇总总表表风镐凿子根2.565013.870水m31767.926810.100组合钢模板(工具)kg519.40957.000枕木m30.40001900.700草袋条1699.63782.000工具夹片副21.885436.000张拉杆m2.338492.250电KW.h761.76720.810沥青枕木m30.08003120.000水（混凝土砂浆用）m341.220210.100(商砼)预制砼C40 石子20 42.5水泥立米185.1766375.000(商砼)现浇砼C40 石子20 42.5水泥立米10.6575375.000(商砼)现浇砼C15 石子16 32.5水泥立米131.8595295.000(商砼)现浇砼C45 石子40 52.5水泥立米537.0428405.000(商砼)预制砼C35 石子16 42.5水泥立米15.8340355.000(商砼)现浇砼C35 石子16 42.5水泥立米88.3044355.000污水泵70mm小台班37.1000215.690直流电焊机/20kW台班5.814079.520单筒慢速电动卷扬机50kN台班36.2782130.570钢筋弯曲机/40mm小台班37.564424.170对焊机 75kVA台班5.8446124.090高压油泵50MPa台班0.4679228.560预应力钢筋拉伸机/3000kN中台班2.9980114.700载货汽车4t台班4.8400418.040机动翻斗车1t台班129.1966150.050双锥反转出料砼搅拌机/350L小台班13.5064木工平刨床450mm台班9.785525.730平板拖车组20t台班55.52201003.220汽车式起重机/75t特台班4.05174663.490滚筒式混凝土搅拌机电动/400L台班0.0521142.960点焊机/长臂75kV.A中台班0.0224146.730风动凿岩机(气腿式)台班13.240011.900磨钎机M-1台班1.0960210.000光轮压路机(内燃)8t台班2.8010389.200沥青混凝土摊铺机/8t大台班1.34211004.760多合土厂拌设备/250t/h台班0.3188898.710电动空气压缩机 1m3/min台班1.9751132.480灰浆搅拌机 200L台班41.2657110.550载货汽车/5t中台班1.3132441.010抓铲挖掘机0.5m3台班4.7601760.280电动夯实机2062Nm台班86.558425.900洒水车4000L台班3.3620520.730履带式推土机75KW台班3.9290823.260汽车式起重机16t台班3.69601018.390双筒慢速电动卷扬机/50kN小台班2.9040157.360风动凿岩机/手持式小台班25.174810.260光轮压路机 18t台班1.00001070.510架线次4.2000450.000平板拖车组30t台班1.00001222.940平板拖车组60t台班3.00001696.700机械台班中用工08年4月后用工日2694.202766.000汽油（机械台班中）Kg1412.65909.780烟台2013-6价合计:3204.43元烟台2013-6价合计:687561.44元烟台2013-6价合计:772661.57元