2010[1].09.09(现场核量)

1、G318G318线线灾灾后后大大修修工工程程量量统统计计表表国道G318线邛崃至雅安成都段灾后大修工程清清单单编编号号工工程程项项目目单单位位合合同同清清单单0#0#变变更更后后截截止止第第八八期期计计量量累累计计完完成成第第九九期期现现场场收收方方后后情情况况与与0#0#变变更更批批复复情情况况比比较较备备注注工工程程量量合合同同或或变变更更单单价价金金额额（元元）复复核核量量复复核核单单价价复复核核合合价价审审减减额额工工程程量量金金额额（元元）工工程程量量金金额额（元元）工工程程量量金金额额（元元）第第100100章章总总 则则153030315303031530303153030310

2、070881007088668742.9871668742.9871145527.9871145527.9871102-2施工环保费（含扬尘治理费）总额1.0009412419412411.000941241.00941241.000.000.65647450.437649600103-1临时道路桥涵修建、养护与拆除（包括原道路桥涵的使用、养护、恢复费）总额1.0001000001000001.000100000.00100000.000.0011000000000105-1安全文明施工费（200章700章清单合计减去专项暂定金额）1%总额1.0004890624890621.00048906

3、2.00489062.000.000.73423430.32922470145528暂按变更后总金额计算增加208378元第第200200章章路路基基工工程程71226137122613107006091070060969156076915607420394642039460418945418945202-2挖除旧路面0.000.0000-a23cm原C30水泥混凝土路面m274575.30625.97193672162081.025.971612244.000.0070782.6118382243982.7210343112684.3329411.00含平交道口平交道口682.72m2，桥头

4、调坡3300m2（在平交道沥青混凝土收方资料查找）-b24cm水泥混凝土路面m260428.39026.29158866271302.426.291874540.000.0059931.24157559217915.074709876543.9172039.00含邛新路中央隔离带330.5m2-cMHB多锤头破碎23cm原C30水泥混凝土路面m220500016.013282050317833.816.015088519.000.00202979.543249702105524.131689441-9330.1-149376.00202-3拆除结构物0-a钢筋混凝土结构m3283343.429

5、7188283.0343.4297188.000.00261.189667116.54000894.632488-b混凝土及圬工结构m32063.72080.941670372397.280.94194029.0076260.002006.7162422793.4264219402.932612203-1路基挖方0-a挖土方 m350.00017.528767393.317.52129531.0038491.00010555.81849383162.555407邛名路中央隔离带6435.86m3;邛新路中央隔离带129.94m3，收费站栏杆刷漆花费20000元、中央隔离带维修花费50000元（

6、合计实体工程量3990m3） -b弃土方m315.76015.760.00151138.00000.00-c边沟清淤m346.82360045.98165528.003024.0003588164976-12.0-552208-2-a满砌护坡(M7.5砂浆砌卵石)m380259.9320794925.1259.93240472.000.00793.42206234-131.7-34238灌溉沟铺底M7.5浆砌卵石m342.720.000.000-42.70浆砌边坡拆除重建M7.5浆砌卵石m3882.430.000.000-882.40-bM7.5砂浆抹面（2cm）m29.83340.819.8

7、032740.000.003171.3731079-169.4-1661208-3C15砼挡土墙m3427.14260.0426.34110848.00208.000180.1876818-79.8-34030217-1中央分隔带特殊处理0.000.0000.00-aM7.5浆砌卵石m350270.5213526270.520.000.0000.00-bC15混凝土m350315.1815759315.180.000.0000.00218-1特殊路基处理0.000.0000.00-a换填天然砂砾石m3102.371337786.341154970.00214433.49013398.37115

8、681521.41845安全岛150000.015000新增细目预计增加变更金额第第300300章章路路面面工工程程36874369368743694742100347421003298761512987615121285288.7121285288.710.037404383740438碎碎石石调调平平层层487902.71487902.710.0487902.71487902.71碎石调平层（按2cm）303-2水泥稳定碎石底基层m22050.4670.000.000-c厚230mmm2165545.5875435675045.58307665.000.0023911.6810898941

9、7161.7782229换填底基层16600.38m2，居民路口接道842.69m2-e厚220mmm243.6622679.243.60988774.001400.0021633.46943181-1045.7-45592G318G318线线灾灾后后大大修修工工程程量量统统计计表表国道G318线邛崃至雅安成都段灾后大修工程清清单单编编号号工工程程项项目目单单位位合合同同清清单单0#0#变变更更后后截截止止第第八八期期计计量量累累计计完完成成第第九九期期现现场场收收方方后后情情况况与与0#0#变变更更批批复复情情况况比比较较备备注注工工程程量量合合同同或或变变更更单单价价金金额额（元元）复复核

10、核量量复复核核单单价价复复核核合合价价审审减减额额工工程程量量金金额额（元元）工工程程量量金金额额（元元）工工程程量量金金额额（元元）303-3底基层处理0.000.000.00-a1.5cm厚沥青石屑封层m20.000.000.00304-1水泥稳碎石基层0.000.000.00-a厚140mmm2303876.424.08731734424.080.000.00303370.357305158-303370.35-73051580.00-b厚200mmm235.2359033.435.0812594892.0043084.000362805.95127272333772.6132341.0

11、0含平交道口2308.26m2，居民路口接道180.8m2，桥头调坡3300m2二次修补下沉沥青路面64.8m2-c厚220mmm20.000.000.00304-5沥青稳定碎石基层m20.000.000.00307-1透层m2303876.46.531984313359033.46.532344488.000.00303195.35197986656384.85368193546.83571二次修补下沉沥青路面64.8m2307-2粘层m2119413.12.512997272.510.000.000.00308-1细粒式沥青混凝土（AC-13C）0.000.000.00-a厚35mmm24

12、23289.533.131402358133.130.000.00357620.3511847962-357620.35-118479620.00308-7-a厚50mm细粒式沥青混凝土m249.99359033.449.4617757792.00190288.00359580.217784837546.827045含平交道口2308.26m2，居民路口接道180.8m2311-1水泥混凝土面层0.000.000.00-a23cm厚C30普通混凝土路面m260731.61086.0152235261008.086.0186698.000.0028827.922479489-27819.92-2

13、3927910.00-b24cm厚C35普通混凝土路面m260428.3993.64565851471302.493.646676756.000.0059931.24561196121405.36200439810034.2939603含平交道口891.47m2，邛新路中央隔离带330.5m2混凝土面板超厚部分93.643620.923390633620.9339063-c15cm厚C15贫混凝土补强层m2110.0059.1565071233.059.1572932.000.0001233729320.00-d23cm厚C35普通混凝土路面m290.2838763.489.743478563

14、.0020997.00046556.741779217793.3699358混凝土面板超厚部分89.746283.3425638676283.3563867超厚5508.62m2，居民路口接道774.69m2311-3钢筋kg28665.004.9914303834379.04.99171551.000.00343791715510.00312-1培土路肩m35489.0017.939841817.930.000.0000.00312-4C20现浇混凝土加固路肩m31852.50367.976816642625.0367.97965921.000.001771.116517150-853.9-

15、314206.00-f路缘石m32006.70357.01716412357.010.000.0000.00313-6路肩排水沟0.000.0000.00-aI型边沟m135.20178.7624168362178.7664711.004076.000-362.0-64711-bII型边沟m386.00323.38124825386323.38124825.000.001185.8383464799.8258639-cC20砼弧型边沟m3569.31170.4569.0596966.00312937.000-170.4-96966C15砼弧型边沟m3228556.88126969.000-22

16、8.0-126969314-1水泥混凝土路面防裂缝反射0.000.0000.00-a聚酯纤维土工布m230786.7016.1449689716.140.000.0000.00315-1原有水泥混凝土面板灌缝m10.72150000.010.411561500.0046500.00164914.82171676314914.8155263城区段增12304.25m2400400章章桥桥涵涵工工程程393540339354034099521409952168123.0014175511417551166628416662840.0-1015685-1015685401-1桥梁荷载试验 (暂定工程

17、量)总额1 15000050000150000.0050000.000.00-1.0-50000403-2下部结构钢筋0.000.000.00-b带肋钢筋 （HRB335）kg8584.44.94424078641.44.9442689.000.003348.5616542-5292.8-26147403-4附属结构钢筋0.000.000.00-a光圆钢筋 （R235）kg4934.9424354944.942440.000.0060.5299-433.5-2141-b带肋钢筋 （HRB335）kg2510375.001255185251037.35.001255187.000.0064146

18、.5732073324906.93124535-161983.8-809919410-2下部结构0.000.000.00-a挡板修复个61344.83806961344.838069.000.00794141.01345-b压注环氧浆液m6278.00483662.578.004875.000.0027.72161-34.8-2714-cC30混凝土m3114455.6351942114455.6351942.000.0013.46105-100.6-45837.00G318G318线线灾灾后后大大修修工工程程量量统统计计表表国道G318线邛崃至雅安成都段灾后大修工程清清单单编编号号工工程程项

19、项目目单单位位合合同同清清单单0#0#变变更更后后截截止止第第八八期期计计量量累累计计完完成成第第九九期期现现场场收收方方后后情情况况与与0#0#变变更更批批复复情情况况比比较较备备注注工工程程量量合合同同或或变变更更单单价价金金额额（元元）复复核核量量复复核核单单价价复复核核合合价价审审减减额额工工程程量量金金额额（元元）工工程程量量金金额额（元元）工工程程量量金金额额（元元）-d环氧砂浆m31260.002601260.00260.000.00-1.0-260-jM15砂浆m30.5310.001550.5310.00155.000.00-0.5-155410-3上部结构混凝土0.000.

20、000.00-aC30混凝土m31432.004321432.00432.000.00-1.0-432-b压注环氧浆液m29077.932260029077.9322600.000.00285.4222415279.74114475275.1411088.00-c贴碳纤维布m228614.42412428614.424124.000.000305.78440919.8285-d环氧砂浆修复m33270.338113270.33811.000.00-3.0-811410-6附属结构0.000.000.00-a钻孔植筋m680178.67535035680378.67535192.000.0053

21、424202552171.8170856710.855919-bC30混凝土栏杆m338480.001824039480.0018720.000.00643072025.012000-c栏杆钢管kg20645.021036120645.0210361.000.002064103610.00-d100mmUPVC泄水管m18833.29625918833.296259.000.00-188.0-6259-e雨篦子 个96449.554315796449.5543157.000.00-96.0-43157-f混凝土凿毛m22905.9617282905.961728.000.004348.5259

22、174058.524189.00-h拆除钢筋混凝土结构m31081.6343.423714431081343.42371237.000.00362.55124507135.9346681-582.5-200049-i疏通泄水孔个373.92145373.92145.000.00-37.0-145413-1-cM10砂浆锥坡m11258283811258.002838.000.00-11.0-2838415-2水泥混凝土桥面铺装0.000.000.00-aC40钢纤维防水混凝土m3866518.21448770866518.21448770.000.00484.86251259-381.1-19

23、7511416-2更换支座0.000.000.00-aGYZ200*42mm普通圆板式橡胶支座个880100.0388026880100.0388026.000.0080480424-76.0-7602-b4004002四氟滑板个18196.61353918196.613539.000.00-18.0-3539-d钢板kg12235.47.4991643122047.4991408.000.009861.7973865-2342.2-17543-e防锈漆m214184.83684914184.836849.000.00-1418.0-6849-f细砂m35110.605535110.60553

24、.000.00-5.0-553-g20020010橡胶垫个3247.0315053247.031505.000.00-32.0-1505-h型钢kg72006.294528872006.2945288.000.00-7200.0-45288417-1弹塑体伸缩缝m392214.5984119392214.5984119.000.00-392.0-84119417-2F-40(80)型伸缩缝m275711.46195652275711.46195652.000.00201143003-74.0-52649.00417-3伸缩缝换橡胶条m189195.3336917189195.3336917.0

25、00.00167.632737-21.4-4180417-4伸缩缝清堵m76195.891488876195.8914888.000.00396.577670320.562782.00420-1钢筋混凝土盖板涵土石方0.000.000.00-b涵洞清淤m338456.31216233289.556.31185232.000.00289162741100.861986-1899.7-106972420-3洞身(包括台帽、涵台身、支撑梁，洞身铺砌）0.000.000.00-aC25混凝土m371.6423.423031771.6423.4230317.000.0071.63031700.00-bR

26、235光圆钢筋（级）kg2660.55.01133292660.55.0113329.000.002660.51332900.00-cHRB335带肋钢筋(II级)kg714.55.013580714.55.013580.000.00714.5358000.00420-4钢筋砼盖板0.000.000.00-aC30混凝土m3118.2501.4559271118.17501.4559256.000.00118.25927100.015-bR235光圆钢筋（级）kg13114.34.976517813114.34.9765178.000.0013114.36517800.00-cHRB335带肋

27、钢筋(II级)kg14704.14.997337314704.14.9973373.000.0014704.17337300.00420-5洞口建筑(包括八字墙、一字墙、帽石、沉砂池、隔水墙)0.000.000.00-aC20片(卵)石混凝土m30.000.000.00420-5洞口建筑(包括八字墙、一字墙、帽石、沉砂池、隔水墙)0.000.000.00G318G318线线灾灾后后大大修修工工程程量量统统计计表表国道G318线邛崃至雅安成都段灾后大修工程清清单单编编号号工工程程项项目目单单位位合合同同清清单单0#0#变变更更后后截截止止第第八八期期计计量量累累计计完完成成第第九九期期现现场场收

28、收方方后后情情况况与与0#0#变变更更批批复复情情况况比比较较备备注注工工程程量量合合同同或或变变更更单单价价金金额额（元元）复复核核量量复复核核单单价价复复核核合合价价审审减减额额工工程程量量金金额额（元元）工工程程量量金金额额（元元）工工程程量量金金额额（元元）-aC20片(卵)石混凝土m30.000.000.00-bC20混凝土m38.9255.6222758.9255.622275.000.004.941263-4.0-1012420-7涵面铺装0.000.000.00-aC40防水砼m3164.9427.3370467164.9427.3370467.000.00143.861450

29、116.54978495.440767-bHRB335带肋钢筋(II级)kg29272.94.9814577929272.94.98145779.000.0025425.61266192073710327016889.784111圆管涵m30004120004.012000421-1羊安大桥桥面修复项681230.0068123.0000.00600600章章 安安全全设设施施及及预预埋埋管管线线97366297366235217433521743321301.00536714536714260110326011030.0-383927-383927602-3单面波形梁钢护栏m200341.3

30、168262645341.31220145.000.000979334142334.0113998605-1热熔型涂料路面标线0.000.000.00-a1号标线m230099.73630.0890540054822.4830.081649060.000.0017842.8753671433774.821015947-3204.8-96400特殊标线m250.136695.433356426695.4335642振荡标线m2150.00427.564125427.564125新增细目606-1标志标牌套0.000.0000.00-a单柱式(禁令警告）套1493.4711.01619.82178

31、18.00-1390.000-11.0-17818-b单悬臂（禁令1）套6012.851.06807.986808.00-795.00168080.00-c单悬臂（禁令2）套6051.116.06849.74109596.00-109596.00171164461.06850-d单悬臂（禁令3）套6288.0115.07098.34106475.00-12155.00151064750.00-e单悬臂（注意行人1）套5664.94.06449.0125796.00-3136.006386942.012898-f单悬臂（注意行人2）套8467.112.09486.6218973.00-2039.

32、002189730.00-g单悬臂（允许调头）套5623.1718.06392.35115062.00-13845.00-18.0-115062-h单悬臂（指示警告）套5907.6722.06700.08147402.00-17433.00291943027.046900.00-i单悬臂（指示）套19211.798.021591.58172733.00-19039.00364775-5.0-107958607-1交通信号控制系统0.000.000.00-a4米人行信号灯套330062.02989.21185331.0019269.002059784-42.0-125547-b7米机动车信号灯套

33、1200031.08570.28265679.00106321.001085703-21.0-179976-c信号机台450009.08000.0072000.00333000.00324000-6.0-48000-d125预埋镀锌钢管m120.721406.0140.16197065.00-27333.000-1406.0-197065-e80预埋镀锌钢管m100.6703.0116.8082110.00-11388.000-703.0-82110-f110PVC管m32.51406.025.7336176.009519.000-1406.0-36176-g75PVC管m27.08703.0

34、16.6911733.007304.0080813486105.01752-hKVV22 5*2.5mm2控制电缆m52.191260.016.6020916.0044843.003314550122054.034096-iKVV22 10*2.5mm2控制电缆m53.73753.028.2421265.0019194.000-753.0-21265-j窖井个90044900.0039600.000.0076300-37.0-33300清除旧标线m210.006048.85604896048.8560489清除旧标线700700章章 绿绿化化及及环环境境保保护护5011050110393026

35、3930260.003499903499900.0-43036-43036703-1撒播草种0.000.000.00-a马蹄金草坪m2480.50013.7966266480.513.7989366.000.00113921570964911.567730704-1人工种植乔木0.000.000.00-a大叶香樟 胸径10cm株10030.543054200030.5461080.000.00-2000.0-61080704-2人工种植灌木0.000.000.00-a小叶女贞 m2100027.2027200600027.20163200.000.00157742894-4423.0-1203

36、06-b南天竹m2100013.2313230600013.2379380.000.00-6000.0-79380老百姓翻修房屋150000150000合合计计504864605048646067666205676662053975311139753111307753553077535528622632862263备备注注：部部分分收收方方资资料料因因计计量量签签字字未未在在项项目目部部，故故小小部部分分工工程程量量待待进进一一步步核核实实后后细细微微调调整整。零零号号设设计计变变更更统统计计表表国道G318线邛崃至雅安成都段灾后大修工程请请明明确确一一期期、二二期期的的划划分分SB-23 第

37、 1 页 共 7 页清清单单编编号号工工程程项项目目单单位位合合同同清清单单变变更更后后变变更更后后变变更更增增减减备备注注工工程程量量工工程程量量复复核核量量计计算算式式工工程程量量第第100100章章总总 则则102-2施工环保费（含扬尘治理费）总额1.0001.000103-1临时道路桥涵修建、养护与拆除（包括原道路桥涵的使用、养护、恢复费）总额1.0001.000105-1安全文明施工费（200章700章清单合计减去专项暂定金额）1%总额1.0001.000第第200200章章路路基基工工程程202-2挖除旧路面-a23cm原C30水泥混凝土路面m274575.30662081.0写上

38、经初步统计的数量-12494.306-b24cm水泥混凝土路面m260428.39071302.4写上经初步统计的数量10874-cMHB多锤头破碎23cm原C30水泥混凝土路面m2205000317833.8318664.5(21759-1200)*15.5112833.8202-3拆除结构物-a钢筋混凝土结构m3283283.0-b混凝土及圬工结构m32063.7203339.4(21759+2050.467)*0.15*0.48*2(补路缘石大样图)1275.66203-1路基挖方-a挖土方 m350.0009590.3请提供依据复核，包含了取消中央绿化带产生的挖土，基本相当于原路面厚度

39、23cm9540.3-b弃土方m39590.00 (2)土方和石方的单价费用，包括开挖、运输、堆放、分理填料、装卸、弃方和剩余材料的处理，以及其他有关的全部施工费用。9590-c边沟清淤m33600.0622.0229.4+4.56+8.76+78.3+43.2+28.8+130.44+26.88+91.44+180.243600208-2-a满砌护坡(M7.5砂浆砌卵石)m380925.1845.14灌溉沟铺底M7.5浆砌卵石m342.7229.4+4.56+8.76按部位列浆砌边坡拆除重建M7.5浆砌卵石m3882.43363.83+56.43+108.41+102+25.46+67.2+

40、159.1按部位列-bM7.5砂浆抹面（2cm）m23340.83340.8198+519.69+15.2+80.61+29.2+154.85+294.15+127.28+31.82+112+158.67+916.42+577.92+225,看投标价是否含抹面3340.8208-3C15砼挡土墙m3260.0目节应为209-1,需提供图纸260217-1中央分隔带特殊处理-aM7.5浆砌卵石m350因设计变更取消-50-bC15混凝土m350因设计变更取消-50218-1特殊路基处理因设计变更增加-a换填天然砂砾石m313377.01337716721.25*0.8,破碎后检测数据13377.

41、0第第300300章章路路面面工工程程K1+800K3+000(甘溪场镇1200m)、K6+680K7+740(大塘场镇1060m)、K21+990.4K24+040.867(邛崃城区2050.467m)、K0+000K2+572.182(支线2572.182m)303-2水泥稳定碎石底基层m22050.46714815.1325-c厚230mmm216556750.05095-e厚220mmm222679.223810.067(21759.6+2050.467)*1-扣桥占-扣平交占22679.2303-3底基层处理-a1.5cm厚沥青石屑封层m2304-1水泥稳碎石基层-a厚140mmm2

42、303876.4-303876.4-b厚200mmm2359033.4359033.421759.6*16.5359033.4-c厚220mmm2304-5沥青稳定碎石基层m2307-1透层m2303876.4359033.455157307-2粘层m2119413.1-119413.1308-1细粒式沥青混凝土（AC-13C）K1+800K3+000(甘溪场镇1200m)、K6+680K7+740(大塘场镇1060m)、K21+990.4K24+040.867(邛崃城区2050.467m)、K0+000K2+572.182(支线2572.182m)-a厚35mmm2423289.5-4232

43、89.5308-7-a厚50mm细粒式沥青混凝土m2359033.4359033.421759.6*16.5359033.4311-1水泥混凝土面层-a23cm厚C30普通混凝土路面m260731.6101008.0-59723.61-b24cm厚C35普通混凝土路面m260428.3971302.410874-c15cm厚C15贫混凝土补强层m2110.001233.01123已发生(大塘段)-d23cm厚C35普通混凝土路面m238763.469339.7352050.467*2*3.75*2+2572.182*2*3.75*2(是部分破碎恢复)写上经初步统计的数量38763.4311-3

44、钢筋kg28665.0034379.05714312-1培土路肩m35489.00-5489312-4C20现浇混凝土加固路肩m31852.502625.0772.5-f路缘石m32006.70-2006.7313-6路肩排水沟-aI型边沟m135.20384.8362222+140249.6-bII型边沟m386.00386386386(原第一册)-cC20砼弧型边沟m3720.0变更中有提及，暂未见详图720314-1水泥混凝土路面防裂缝反射-a聚酯纤维土工布m230786.70-30786.7315-1原有水泥混凝土面板灌缝m150000.0采用了灌缝就不会再破碎，要复核对应的桩号，主要

45、在新邛段,需提供做法150000400400章章桥桥涵涵工工程程401-1桥梁荷载试验 (暂定工程量)总额1 11.01.0403-2下部结构钢筋-b带肋钢筋 （HRB335）kg8584.48641.457403-4附属结构钢筋-a光圆钢筋 （R235）kg493494.01-b带肋钢筋 （HRB335）kg251037251037.30.3410-2下部结构-a挡板修复个66.0见详图-b压注环氧浆液m6262.50.5-cC30混凝土m3114114.0-d环氧砂浆m311.0-jM15砂浆m30.50.5410-3上部结构混凝土-aC30混凝土m311.0-b压注环氧浆液m290290.0-c贴碳纤维布m2286286.0-d环氧砂浆修复m333.0410-6附属结构-a钻孔植筋m68016803.02-bC30混凝土栏杆m33839.01-c栏杆钢管kg20642064.0-d100mmUPVC泄水管m188188.0-e雨篦子 个9696.0-f混凝土凿毛m2290290.0-h拆除钢筋混凝土结构m31081.61081.0-0.6-i疏通泄水孔个3737.0413-1-cM10砂浆锥坡m1111.0415-2水泥混凝土桥面铺装