高新区规划一号路通海西河桥工程5-15

市政工程预(结)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 文明施工目标施工进度表下载283施工进度表下载施工现场晴雨表下载施工日志模板免费下载 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:年月日编制 说明 关于失联党员情况说明岗位说明总经理岗位说明书会计岗位说明书行政主管岗位说明书 ＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝＝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Φ≤1500H≤40M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。市政工程费用表建设单位: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第1页共2页序号费用名称计算公式金额(1)一.直接费(一)+(二)3287570.21(2)(一)直接工程费Σ工程量×Σ[(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(3)(一)'省价直接工程费Σ工程量×Σ[(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(4)其中:人机费RJ1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)1212410.50(5)(二)措施费1+2+3415230.59(6)1.参照定额规定计取的措施费按定额规定计330187.65(7)2'.按照省发布费率记取的措施费2.1+...2.649223.87(8)2.1夜间施工增加费(省系数:0.09%)RJ1×0.09%1091.17(9)2.2冬雨季施工增加费(省系数:0.67%)RJ1×0.67%8123.15(10)2.3场地清理费(省系数:0.08%)RJ1×0.08%969.93(11)2.4中小型机械及工具用具使用费(省系数:1.68%)RJ1×1.68%20368.50(12)2.5已完工程及设备保护费(省系数:0%)RJ1(13)2.6施工因素增加费(省系数:1.54%)RJ1×1.54%18671.12(14)3.按施工组织设计( 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 )计取的措施费按施工组织设计(方案)计取35819.07(15)其中:人机费RJ2措施费中定额价人机费之和350201.07(16)二.企业管理费(RJ1+RJ2)×18.6%290645.75(17)三.利润(RJ1+RJ2)×12.7%198451.67(20)总承包服务费分包费用合计×3%(21)四.规费前造价(一+二+三+工料机调整费+总承包服务费)3776667.63(22)五.规费(如果社保只取税金,则规费不含社保)1+...+6161736.62(23)1.安全文明施工费132938.71(24)其中:安全施工费四×1%37766.68(25)环境保护费四×0.2%7553.34(26)文明施工费四×0.5%18883.34(27)临时设施费四×1.82%68735.35(28)2.工程排污费(发生时)四×0.15%5665.00(30)4.社会保障费(只取税金)四×2.6%98193.36(33)5.住房公积金(人工费+措施费中折算人工)×3.6%17467.91(34)6.危险作业意外伤害保险四×0.15%5665.00(36)税前造价合计四+五+0505章合计3938404.25(37)六.税金(税前造价+社会保障费)×3.48%140473.60(38)七.工程费用(税前造价+六)4078877.85(40)九.其它费用见其它费用项目163770.00(41)十.市政工程费用合计七-八+九4242647.85合计肆佰贰拾肆万贰仟陆佰肆拾柒元捌角伍分市政工程预算定额表建设单位:工程名称:高新区规划一号路通海西河桥工程5-155号第1页共8页序号定额号项目名称单位工程量定额价工程价工程价合价定额人工费定额机械费换17-1碳钢管安装（焊接）50mm以内声测管10米85.50049.7647.024020.2138.946.042主材碳钢管m867.82525.0021695.63换13-379钢筋制作、安装预制混凝土Φ10mm内t18.0526037.675277.0995262.031360.2674.87换13-380钢筋制作、安装预制混凝土Φ10mm外t12.8445298.754600.1659084.46518.7696.1053-381钢筋制作、安装现浇混凝土Φ10mm内t15.7305760.925020.0578965.391099.5663.3563-382钢筋制作、安装现浇混凝土Φ10mm外t45.5305323.384623.46210506.13535.2699.73换13-383制作、安装钻孔桩钢筋笼t34.3806364.415582.25191917.761173.48475.81换13-392预应力钢筋制作、安装后张法螺栓锚t0.3377032.216479.782181.091178.10438.08换13-391预应力钢筋制作、安装先张法钢绞线t5.9969762.709822.3758894.93626.34222.77换13-402临时钢丝束拆除钢绞线钢绞线后割t5.8581610.811492.968745.761601.82118-315硬塑料管地埋敷设硬塑料管Φ（mm以内）20钢绞线套管100m8.720793.64768.466700.97539.22252.4512主材硬塑料管/Φ20m924.9302.131970.1013主材硬塑料管接头/Φ20个173.9641.25217.46143-506空心板梁预应力混凝土M40-210m318.2444499.165457.0699558.601183.38426.35153-507空心板梁预应力模板10m2111.720775.70759.1984816.71591.3673.35换13-461.1混凝土（商混）板梁间灌缝M30.410m32.8204407.716138.3817310.231020.86170.99换11-419人工路面凿毛水泥混凝土百平4.618492.36455.062101.47492.36换33-470混凝土板梁底砂浆勾缝M7.5.0100m3.640155.88144.77526.96151.80193-462.1混凝土梁与梁接头混凝土（商混）M40.210m31.0504978.565894.886189.621038.681057.15201-482平板拖车运输钢筋砼1km起重机装车15t内十立19.2941334.961355.4226151.4785.801176.20211-485平板拖车运输钢筋砼每增运1km15t内28.5十立539.67281.0280.2643314.0781.02223-589陆上安装板梁起重机L≤20m10m319.2941081.751071.4420672.3699.66982.09换13-478.1桥面混凝土（商混）铺装车行道M25.410m35.2004672.386277.2132641.491103.36170.99换14-199沥青防水层百平5.2002027.032099.7010918.441010.46256-1206管渠道及其他井盖板木模手孔10m30.5682049.362613.551484.50893.644.00换16-538预制井室盖板M20-410m30.0513857.644887.89250.751461.90270.61276-1214预制构件钢筋直径Φ20mm内t0.0805296.604600.53368.04482.46134.45286-448砌筑砖砌矩形M7.5.010m30.2704006.374780.761290.811275.1255.99296-482.1垫层混凝土M15.1（商混）手孔10m30.1002673.053715.07371.51647.46换13-668安装伸缩缝毛勒10m4.140775.80765.813170.45312.18405.55换1主材毛勒伸缩缝m41.400700.0028980.003201-1-138(借修缮)爆破拆除路面、地坪钢筋混凝土0.40m厚10m32.0003770.173979.347958.681426.921556.39333-461.1混凝土（商混）板梁间灌缝M30.410m32.0004288.355833.8811667.761020.86170.99346-B1塑料排水管道铺设管径300mm以内100m0.256421.66389.7299.77419.102.5635主材塑料排水管DN300m26.11215.00391.6836不取费铸铁箅子个8.000240.001920.00换12-177喷洒沥青油料结合油配油量0.4L/m2+++百平3.640202.47252.02917.351.583.90382-191中粒式沥青混凝土路面机械摊铺厚5CM百平3.640328.99317.551155.88116.16196.2739主材中粒式沥青混凝土t43.207542.0023418.09402-192中粒式沥青混凝土路面机械摊铺增减1CM百平7.28053.7851.77376.8921.7832.0041主材中粒式沥青混凝土t17.254542.009351.45422-195细粒式沥青混凝土路面机械摊铺厚2CM百平3.640195.43189.84691.0250.82136.3343主材细粒式沥青混凝土t16.926567.009597.04442-196细粒式沥青混凝土路面机械摊铺增减0.5CM百平21.84011.2210.37226.4811.2245主材细粒式沥青混凝土t25.553567.0014488.44换13-435.1墩身、台身台盖梁混凝土（商混）M30.410m39.2554066.685489.4550804.86851.24521.66473-436墩身、台身台盖梁模板10m220.075807.89817.0516402.28363.00308.78换13-433.1墩身、台身墩盖梁混凝土（商混）M30.410m33.2734096.435516.7918056.45867.74535.88493-434墩身、台身墩盖梁模板10m27.414734.72741.075494.29330.00279.21换23-433.1墩身、台身墩盖梁混凝土（商混）M30.410m31.0604096.435516.795847.80867.74535.88513-434墩身、台身墩盖梁模板10m23.696734.72741.072738.99330.00279.21换13-449.1矩形实体连续板混凝土（商混）M30.4桥头搭板10m321.5504255.035348.92115269.231039.34678.04533-450矩形实体连续板模板10m22.010379.66397.22798.41145.20119.32542-117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2.6102170.862197.755736.13131.34103.0155主材水泥稳定碎石m339.933130.005191.29562-117厂拌多合土基层水泥碎石层泥含量6%厚15CM3桥头搭板百平2.7542170.862197.756052.60131.34103.0157主材水泥稳定碎石m342.136130.005477.71换13-347.1灌注桩混凝土（商混）回旋（冲击）钻孔M20/310m332.2204565.916235.98200923.28727.32692.18593-191埋设钢护筒陆上Φ≤1500mm10m8.5004578.794365.4937106.672576.641763.44603-714凿除桩顶钢筋砼钻孔灌注桩10m30.8551289.921210.791035.23933.90314.41612-3-68(借建筑)地基处理防护凿桩头桩头钢筋整理(10根柱)10根34.00056.7655.041871.3656.76换13-317冲击式钻机钻孔Φ≤1500H≤40m砂土10m2.5123499.453376.468481.67836.882512.59换13-318冲击式钻机钻孔Φ≤1500H≤40m粘土10m8.2914559.664398.9036471.281078.443330.55换13-319冲击式钻机钻孔Φ≤1500H≤40m砂砾10m15.90015047.8814518.64230846.383408.2411424.71换13-321冲击式钻机钻孔Φ≤1500H≤40m卵石10m1.79729631.6028579.8851358.046801.3022545.27663-B1泥浆制作10m332.220246.47265.458552.80119.4637.85换13-344泥浆外运残泥浆处理外运1000m以内10m332.220160.38168.315422.9525.08135.30683-345泥浆外运残泥浆处理外运每增1000m10m3225.54054.1258.0513092.6054.12换13-427.1墩身、台身柱式墩台身混凝土（商混）M20.410m31.2304238.925653.046953.24939.68621.18换13-428墩身、台身柱式墩台身模板10m24.320887.99918.693968.74425.04270.11换13-477.1桥面混凝土（商混）铺装人行道M25.4+10m31.0003463.974518.084518.081008.32170.99换13-636安装人行道板长度为桥上人行2倍+10m31.9941053.36973.561941.281053.36换23-492矩形板混凝土M30-4+10m31.5604401.075207.628123.891213.08438.87743-493矩形板模板10m214.248254.75277.683956.38146.521.66换12-266.1人行道混凝土垫层细石混凝土（商混）垫层厚5cmM15.1百平1.4001680.122077.092907.93470.91换12-259-2(自编)彩色道板铺砌(矩形)1:2.5水泥砂浆3cm+百平2.7001767.461797.724853.84877.8077主材人行道板（矩形）200*100*60m2276.75041.0011346.75换12-270侧缘石垫层人工铺装混凝土垫层M15.1+立米6.474300.50397.772575.16100.98791-432脚手架3.6m基本层百平5.382624.53588.483167.20453.42109.26换13-410.1混凝土（商混）基础支敦M15.1+10m30.3743725.044579.771714.67618.26355.81813-411混凝土基础模板+10m23.460304.67332.261149.62133.32换22-140碎石底层人机配合厚15CM百平1.3501583.951545.462086.37128.04245.66832-141碎石底层人机配合每增减1CM百平3.90093.5291.28355.995.287.33换12-273石质侧缘石(立缘石)安砌百米1.560989.05924.101441.60857.3485主材石质侧石（立缘石）m158.34084.0013300.56862-275石质缘石安砌树池边石花岗岩百米0.480553.73518.20248.74460.6887主材石质缘石m48.72024.001169.2888不取费石栏杆M52.6001450.0076270.00换11-583.1挡土墙现浇混凝土M15.1（商混）包封十立1.3603612.774786.386509.48588.06换11-584挡土墙现浇混凝土模板百平0.3202333.822346.80750.981405.80换16-270.1混凝土基础、底M15.1（商混）管基础10m37.0104449.185242.5936750.561580.04121.06923-411混凝土基础模板10m25.000304.67332.261661.30133.32换13-498T型梁混凝土M35.1栏杆底座10m31.2814503.545267.546747.721218.36438.87换13-499T型梁模板10m29.672717.19837.908104.17315.48116.29951-45人工原土夯实槽、坑护坡下土百平2.800123.42114.07319.40123.42962-140碎石底层人机配合厚15CM护坡垫层++百平4.8001583.951545.467418.21128.04245.66972-141碎石底层人机配合每增减1CM百平-24.00093.5291.28-2190.725.287.33换11-564浆砌毛石护坡厚度40cm内M10.0护坡十立19.8601628.161936.8238465.25764.2867.91换23-B2浆砌毛石基础护底M7.5.0护坡基础10m311.5602218.902554.1629526.09912.1267.911001-127抓斗挖掘机（斗容1m3）挖淤泥流砂装车深6m内河底百立5.535888.14863.684780.47227.04661.101011-B708t自卸汽车运淤泥第一个1km100m35.535958.43945.615233.95958.431021-B718t自卸汽车运淤泥每增1km100m335.970244.43241.168674.53244.43换11-B31沟槽.地坑回填级配碎石河底回填100m32.43612441.5213732.5933452.593036.0057.52换13-B2浆砌毛石基础护底M7.5.0河底片石10m318.2702218.902554.1646664.50912.1267.91换16-482.1垫层混凝土M15.1（商混）10m312.1802673.053715.0745249.55647.461061-B1挖掘机挖淤泥、流砂（装车）系梁基坑100m30.924854.02829.81767.08227.04626.98换21-B708t自卸汽车运淤泥第一个1km100m30.924958.43945.61874.12958.431081-B718t自卸汽车运淤泥每增1km100m36.000244.43241.161446.96244.43换21C1-30沟槽级配碎石回填(夯填)10m36.1941353.681473.509126.86297.00128.481101-274双排圆木桩围堰高3m内10m4.4806328.625919.6326519.945228.52302.18111主材圆木桩m322.9821550.0035622.721122-191中粒式沥青混凝土路面机械摊铺厚5CM桥外百平6.376328.99317.552024.70116.16196.27113主材中粒式沥青混凝土t75.683542.0041020.241142-192中粒式沥青混凝土路面机械摊铺增减1CM百平12.75253.7851.77660.1721.7832.00115主材中粒式沥青混凝土t30.222542.0016380.431162-195细粒式沥青混凝土路面机械摊铺厚2CM百平6.376195.43189.841210.4250.82136.33117主材细粒式沥青混凝土t29.648567.0016810.641182-196细粒式沥青混凝土路面机械摊铺增减0.5CM百平38.25611.2210.37396.7111.22119主材细粒式沥青混凝土t44.760567.0025378.64换22-177喷洒沥青油料结合油配油量0.4l/m2百平6.376202.47252.021606.881.583.90换32-177喷洒沥青油料结合油配油量0.8l/平米百平6.376404.95504.063213.893.177.801222-117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0.9902170.862197.752175.77131.34103.01123主材厂拌水泥碎石m315.147130.001969.111242-117厂拌多合土基层水泥碎石层泥含量6%厚15CM百平1.0802170.862197.752373.57131.34103.01125主材厂拌水泥碎石m316.524120.001982.881262-117厂拌多合土基层水泥碎石层泥含量6%厚15CM百平1.1802170.862197.752593.34131.34103.01127主材厂拌水泥碎石m318.054100.001805.401281-B1挖掘机挖淤泥、流砂（装车）桥台两侧板坡下淤泥100m317.460854.02829.8114488.48227.04626.98换11-B708t自卸汽车运淤泥第一个1km100m317.460958.43945.6116510.35958.431301-B718t自卸汽车运淤泥每增1km100m3113.490244.43241.1627369.25244.43换11-B27沟槽.地坑回填砂桥西100m38.23014274.4111596.9395442.731722.60换11-136机械填土碾压振动压路机桥东路基填土百立5.800925.64904.945248.65326.04592.781331-B27沟槽.地坑回填砂板下砂东100m33.57014274.4111596.9341401.041722.601341-B27沟槽.地坑回填砂台前护坡回填100m32.43014274.4111596.9328180.541722.601351-119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3.680377.22369.891361.2045.54331.681361-179自卸汽车装载8t内运石碴第一个1Km百立3.6801442.901433.235274.291437.621371-180自卸汽车装载8t内运石碴每增运1Km百立23.920315.19310.977438.40315.191381-134机械填土夯实槽、坑原涵填百立2.0001129.371048.482096.96910.80218.57139不取费橡胶支座984个4.00060.00240.00140不取费橡胶支座200*42个120.000176.0021120.00141不取费橡胶支座1553个2.00085.00170.00换15-118承插预(自)应力钢筋砼管安装(胶圈口)1000mm内十米9.6001022.89969.759309.60651.42369.50143主材预（自）应力钢筋混凝土管m96.000280.0026880.001448-319硬塑料管地埋敷设硬塑料管Φ（mm以内）100100m0.9601407.851337.871284.361123.32282.38145主材硬塑料管/Φ100m114.41321.002402.671461-408拆除混凝土构筑物陆上（实体积）10m35.1803007.762877.5814905.861393.921609.73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3.6001022.89969.753491.10651.42369.50148主材预（自）应力钢筋混凝土管m36.000280.0010080.00换11-286筑岛填心夯填土河道先填百立18.3106887.266406.09117295.516299.70587.56换11-290筑岛填心夯填砂砾石百立3.89713935.1813505.1652629.615624.52690.661511-105自卸汽车运土装载8t内运第一个1Km运来百立22.200771.36770.6617108.65766.081521-106自卸汽车运土装载8t内10Km内每增运1Km百立144.300186.54184.0526558.42186.54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22.200378.32371.308242.8645.54332.781541-105自卸汽车运土装载8t内运第一个1Km运走百立22.200771.36770.6617108.65766.081551-106自卸汽车运土装载8t内10Km内每增运1Km百立144.300186.54184.0526558.42186.54156J58019污水泵70mm小台班37.100223.76215.698002.10223.76157J58021污水泵150mm小台班98.300349.59329.0732347.58349.5915812-5-8压路机,场外运输台次2.0004194.894171.248342.48330.003659.9915912-3027沥青混凝土摊铺机8t场外运输台次1.0003477.413437.983437.98264.002922.8316012-5-5履带式推土机135KW,场外运输台次1.0005168.925113.735113.73396.004452.2716112-5-7履带式单斗挖掘机(液压)1.25m3,场外运输台次2.0005320.555279.6310559.26792.004258.5516212-5-15-1潜水钻孔机1500mm,场外运输台次2.0004169.754182.818365.62330.003813.95163不取费检测费项1.00064050.0064050.00按施工组织方案的措施费合计35819.07参照定额的措施费合计330187.65主材费用合计326928.19总计(不含0303章)2895145.903238346.34743134.34788177.64工程人工费合计:687561.44工程材料费合计:1451192.22工程机械费合计:772661.57工程商品混凝土费合计:495951.04路径:D:\XTYYS11\SJ1\通海西河桥工程调整后市政工程工料机汇总表建设单位: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第1页共4页材料编号材料名称单位数量工程价材料编号材料名称单位数量工程价R4综合工日(市政)工日11133.127861.000RX1综合工日(修缮建筑用)工日43.240072.000R1综合工日(建筑)工日79.240064.000R3综合工日（安装）工日4.000064.00004001水泥/32.5MPat18.3478390.00001226普通钢板δ2.0kg30.66005.70001558.2六角空心钢kg13.57804.50005212砂砾石m3494.919060.00003204竹笆1.9m×1.0m块25.00009.22005204碎石/25～40mmm3141.770670.00005199碎石/10～30mmm3384.392769.00005209碎石/60mmm395.590558.00005144石粉m366.844662.00001558六角空心钢kg2.02024.50027041底座个0.26915.10001570铁件kg126.22309.50003045木板方材m39.75882250.00012008配制沥青t0.91076000.00004006普通硅酸盐水泥32.5MPat36.1363390.00005001机制红砖240*115*53千块1.4712450.00010130环氧沥青漆kg133.380018.00010117煤焦沥青漆/LO1-17kg0.84408.00010171聚氨脂固化剂kg133.380027.00013235脱膜剂/m-74kg185.42002.83005107石灰t0.3406195.00005126粘土m357.029415.00005167.1中砂(砌筑抹灰3-1-0.1用)m3144.131180.00013003.1柴油kg18.21448.03013002柴油t0.03018030.00005251毛石m3575.507583.00013052.1润滑剂kg5.54404.68026158冲击钻头/合金钢钻机专用kg323.307916.64005223石屑m370.720924.80026179合金钻头/一字型个1.346812.40005159天然砂/细砂m31708.272382.00026128砂轮片/Φ100片1.19702.00013186.1乙炔气kg9.140715.12017519铸铁爬梯kg22.90686.80009001电焊条kg1133.15196.93013279.2硝铵炸药kg20.40007.28013402导爆管雷管8#个318.76001.80013403电雷管个31.88008.00001264中厚钢板/δ15以外kg77.94804.90001002钢筋/Φ10以内..t41.47113800.00001003钢筋/Φ10以外t89.39643800.00014949.1镀锌低碳钢丝8#kg2.00007.20027023脚手钢管/Φ48mmt0.05924600.00027037脚手管（扣）件个7.58866.40027026钢脚手架管kg6.65604.60013190氧气m326.94257.50015425导管kg122.43603.73015309高压橡胶水管/Φ19-6P-20mm0.259016.43015508高压风管25×18×6m1.45608.16015509高压水管m2.38406.12018163.1胶质导线1.5mm2m100.00000.60014727扒钉kg2.63508.40014929镀锌低碳钢丝8#kg141.92487.20014288.1螺栓kg13.21028.40003054模板木材m30.44762200.00027047钢模板t0.02185600.00027061模板嵌缝料kg91.25352.00026177.2合金钻头个8.760012.40014932镀锌铁丝/8#～12#kg6.58357.20014936镀锌铁丝/12#～18#kg2.42007.50014945.1镀锌铁丝/22#kg0.65177.50014922铁丝/8#～12#kg516.51127.20014924铁丝/18#～22#kg534.71507.50003002圆木m30.02551500.00003040枋木m30.01701750.00027062钢模扣件个0.42245.50026194钢锯条根10.16000.35001550钢护筒t0.41654400.00027057钢管支撑/Φ25kg795.68434.60003018.1竹篱片m2276.86408.72026017破布kg21.37507.00007281橡胶囊/Φ36m13.406455.00007282橡胶囊外套/Φ60m6.703292.00026104草袋条70.00002.00026106草帘子m2282.24000.70026190风镐凿子根2.565013.87026350尼龙帽个15.42241.00026371水m31767.926810.10027030零星卡具kg351.49657.00027050组合钢模板(工具)kg519.40957.00026006.1棉纱线kg0.940519.00003076枕木m30.40001900.70007117橡胶板δ=10m20.780095.00026103草袋条1699.63782.00001292钢绞线/Φ15.24t6.83547296.00029022工具夹片副21.885436.00029021单头连接器个0.9714138.38029019张拉杆m2.338492.25029020张拉杆螺母个3.837430.75026369电KW.h761.76720.81001055予应力钢筋t0.35684680.0003066沥青枕木m30.08003120.00014715圆钉Kg64.17035.80026371.1水（混凝土砂浆用）m341.220210.100M20-4(商砼)预制砼C20石子<4032.5水泥立米1.7978305.000M40-2(商砼)预制砼C40石子<2042.5水泥立米185.1766375.000M35.4(商砼)现浇砼C35石子<4042.5水泥立米247.3555355.000M40.2(商砼)现浇砼C40石子<2042.5水泥立米10.6575375.000M50.3(商砼)现浇C50石子<31.552.5水泥立米52.7800440.000M15.1(商砼)现浇砼C15石子<1632.5水泥立米131.8595295.000M30.4(商砼)现浇砼C30石子<4032.5水泥立米20.3000325.000M45.4(商砼)现浇砼C45石子<4052.5水泥立米537.0428405.000M20.4(商砼)现浇砼C20石子<4032.5水泥立米10.1500305.000M35-1(商砼)预制砼C35石子<1642.5水泥立米15.8340355.000M25.1(商砼)现浇砼C25石子<1632.5水泥立米7.1400315.000M35.1(商砼)现浇砼C35石子<1642.5水泥立米88.3044355.000M45.1(商砼)现浇砼C45石子<1652.5水泥立米13.8720405.00058019污水泵70mm小台班37.1000215.69058021污水泵150mm小台班98.3000329.07059034直流电焊机/20kW台班5.814079.52062046电焊条烘干箱/600*500*750台班0.598526.37055010单筒慢速电动卷扬机50kN台班36.2782130.57057003.1钢筋切断机/40mm小台班11.004142.64057004钢筋弯曲机/40mm小台班37.564424.17059031交流电焊机30kVA台班181.259391.24059010对焊机75kV·A台班5.8446124.09057013预应力钢筋拉伸机/900kN小台班0.467954.92058038高压油泵50MPa台班0.4679228.56062016千斤顶/YC25A台班0.749511.81057015预应力钢筋拉伸机/3000kN中台班2.9980114.70058039高压油泵80MPa台班2.9980301.98054004载货汽车4t台班4.8400418.04060012电动空气压缩机0.6m3/min台班5.0800117.55054034机动翻斗车1t台班129.1966150.05053007.1履带式起重机/5t大台班127.6096469.68056006双锥反转出料砼搅拌机/350L小台班13.506455001单筒快速电动卷扬机/5kN小台班78.204099.53057022木工平刨床450mm台班9.785525.73057017木工圆锯机500mm台班20.690826.28054026平板拖车组20t台班55.52201003.22053030汽车式起重机25t台班7.91051279.35053033汽车式起重机/75t特台班4.05174663.49057025.1木工压刨床/600mm台班0.039826.14056054滚筒式混凝土搅拌机电动/400L台班0.0521142.96059035直流电焊机30kVA台班0.0344101.23059026点焊机/长臂75kV.A中台班0.0224146.73053025汽车式起重机5t台班10.8152511.82051076风动凿岩机(气腿式)台班13.240011.90060028电动空气压缩机9m3/min台班5.2960478.26057184磨钎机M-1台班1.0960210.00051081汽车式沥青喷洒机/4000L大台班0.1366690.27051057光轮压路机(内燃)8t台班2.8010389.20051059光轮压路机(内燃)15t台班5.2794661.10051086沥青混凝土摊铺机/8t大台班1.34211004.76051030轮胎式装载机2m3大台班0.6891849.32056061多合土厂拌设备/250t/h台班0.3188898.71055002单筒快速电动卷扬机10kN台班16.5750116.43060013电动空气压缩机1m3/min台班1.9751132.48066005冲击钻机30型（电动）台班372.9229669.47056017灰浆搅拌机200L台班41.2657110.55054040汽车泥浆罐车5000L台班30.6090580.50054005载货汽车/5t中台班1.3132441.01051021平地机/90KW大台班0.7338725.37051101抓铲挖掘机0.5m3台班4.7601760.28054018自卸汽车8t台班249.0712634.64051070电动夯实机20~62Nm台班86.558425.90051044履带式单斗挖掘机(液压)1m3台班10.54961169.75054038洒水车4000L台班3.3620520.73065008驳船50t台班56.7818229.12051002履带式推土机75KW台班3.9290823.26051065振动压路机15t台班1.52541168.56053028汽车式起重机16t台班3.69601018.39054007载货汽车8t台班4.1880510.44055016双筒慢速电动卷扬机/50kN小台班2.9040157.36060021内燃空气压缩机/9m3/min中台班12.5874631.11051076.1风动凿岩机/手持式小台班25.174810.26051042履带式单斗挖掘机(液压)0.6m3台班7.3038727.90051060光轮压路机18t台班1.00001070.51054028平板拖车组40t台班4.00001468.46029035架线次4.2000450.00053026汽车式起重机8t台班1.0000672.44054027平板拖车组30t台班1.00001222.94051007履带式推土机90KW以外台班0.50001802.61054030平板拖车组60t台班3.00001696.70051045履带式单斗挖掘机(液压)1.25m3台班1.00001356.250G02008机械台班中用工08年4月后用工日2694.202766.000G26369电（机械台班中）Kw.h121197.84900.810G13009汽油（机械台班中）Kg1412.65909.780G13002柴油（机械台班中）0＃Kg20167.26868.030其中%部分材料费合计:烟台2013-6价合计:3204.43元其中%部分机械费合计:烟台2013-6价合计:7163.81元人工费合计:烟台2013-6价合计:687561.44元材料费合计(含商品砼)烟台2013-6价合计:1451192.22元机械费合计:烟台2013-6价合计:772661.57元其中商品砼:烟台2013-6价合计:495951.05元