2010[1].09.09(現(xiàn)場(chǎng)核量)

1、G318G318線線災(zāi)災(zāi)后后大大修修工工程程量量統(tǒng)統(tǒng)計(jì)計(jì)表表國(guó)道G318線邛崍至雅安成都段災(zāi)后大修工程清清單單編編號(hào)號(hào)工工程程項(xiàng)項(xiàng)目目單單位位合合同同清清單單0#0#變變更更后后截截止止第第八八期期計(jì)計(jì)量量累累計(jì)計(jì)完完成成第第九九期期現(xiàn)現(xiàn)場(chǎng)場(chǎng)收收方方后后情情況況與與0#0#變變更更批批復(fù)復(fù)情情況況比比較較備備注注工工程程量量合合同同或或變變更更單單價(jià)價(jià)金金額額（元元）復(fù)復(fù)核核量量復(fù)復(fù)核核單單價(jià)價(jià)復(fù)復(fù)核核合合價(jià)價(jià)審審減減額額工工程程量量金金額額（元元）工工程程量量金金額額（元元）工工程程量量金金額額（元元）第第100100章章總總 則則153030315303031530303153030310

2、070881007088668742.9871668742.9871145527.9871145527.9871102-2施工環(huán)保費(fèi)（含揚(yáng)塵治理費(fèi)）總額1.0009412419412411.000941241.00941241.000.000.65647450.437649600103-1臨時(shí)道路橋涵修建、養(yǎng)護(hù)與拆除（包括原道路橋涵的使用、養(yǎng)護(hù)、恢復(fù)費(fèi)）總額1.0001000001000001.000100000.00100000.000.0011000000000105-1安全文明施工費(fèi)（200章700章清單合計(jì)減去專項(xiàng)暫定金額）1%總額1.0004890624890621.00048906

3、2.00489062.000.000.73423430.32922470145528暫按變更后總金額計(jì)算增加208378元第第200200章章路路基基工工程程71226137122613107006091070060969156076915607420394642039460418945418945202-2挖除舊路面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，橋頭

4、調(diào)坡3300m2（在平交道瀝青混凝土收方資料查找）-b24cm水泥混凝土路面m260428.39026.29158866271302.426.291874540.000.0059931.24157559217915.074709876543.9172039.00含邛新路中央隔離帶330.5m2-cMHB多錘頭破碎23cm原C30水泥混凝土路面m220500016.013282050317833.816.015088519.000.00202979.543249702105524.131689441-9330.1-149376.00202-3拆除結(jié)構(gòu)物0-a鋼筋混凝土結(jié)構(gòu)m3283343.429

5、7188283.0343.4297188.000.00261.189667116.54000894.632488-b混凝土及圬工結(jié)構(gòu)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邛名路中央隔離帶6435.86m3;邛新路中央隔離帶129.94m3，收費(fèi)站欄桿刷漆花費(fèi)20000元、中央隔離帶維修花費(fèi)50000元（

6、合計(jì)實(shí)體工程量3990m3） -b棄土方m315.76015.760.00151138.00000.00-c邊溝清淤m346.82360045.98165528.003024.0003588164976-12.0-552208-2-a滿砌護(hù)坡(M7.5砂漿砌卵石)m380259.9320794925.1259.93240472.000.00793.42206234-131.7-34238灌溉溝鋪底M7.5漿砌卵石m342.720.000.000-42.70漿砌邊坡拆除重建M7.5漿砌卵石m3882.430.000.000-882.40-bM7.5砂漿抹面（2cm）m29.83340.819.8

7、032740.000.003171.3731079-169.4-1661208-3C15砼擋土墻m3427.14260.0426.34110848.00208.000180.1876818-79.8-34030217-1中央分隔帶特殊處理0.000.0000.00-aM7.5漿砌卵石m350270.5213526270.520.000.0000.00-bC15混凝土m350315.1815759315.180.000.0000.00218-1特殊路基處理0.000.0000.00-a換填天然砂礫石m3102.371337786.341154970.00214433.49013398.37115

8、681521.41845安全島150000.015000新增細(xì)目預(yù)計(jì)增加變更金額第第300300章章路路面面工工程程36874369368743694742100347421003298761512987615121285288.7121285288.710.037404383740438碎碎石石調(diào)調(diào)平平層層487902.71487902.710.0487902.71487902.71碎石調(diào)平層（按2cm）303-2水泥穩(wěn)定碎石底基層m22050.4670.000.000-c厚230mmm2165545.5875435675045.58307665.000.0023911.6810898941

9、7161.7782229換填底基層16600.38m2，居民路口接道842.69m2-e厚220mmm243.6622679.243.60988774.001400.0021633.46943181-1045.7-45592G318G318線線災(zāi)災(zāi)后后大大修修工工程程量量統(tǒng)統(tǒng)計(jì)計(jì)表表國(guó)道G318線邛崍至雅安成都段災(zāi)后大修工程清清單單編編號(hào)號(hào)工工程程項(xiàng)項(xiàng)目目單單位位合合同同清清單單0#0#變變更更后后截截止止第第八八期期計(jì)計(jì)量量累累計(jì)計(jì)完完成成第第九九期期現(xiàn)現(xiàn)場(chǎng)場(chǎng)收收方方后后情情況況與與0#0#變變更更批批復(fù)復(fù)情情況況比比較較備備注注工工程程量量合合同同或或變變更更單單價(jià)價(jià)金金額額（元元）復(fù)復(fù)核

10、核量量復(fù)復(fù)核核單單價(jià)價(jià)復(fù)復(fù)核核合合價(jià)價(jià)審審減減額額工工程程量量金金額額（元元）工工程程量量金金額額（元元）工工程程量量金金額額（元元）303-3底基層處理0.000.000.00-a1.5cm厚瀝青石屑封層m20.000.000.00304-1水泥穩(wěn)碎石基層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，橋頭調(diào)坡3300m2二次修補(bǔ)下沉瀝青路面64.8m2-c厚220mmm20.000.000.00304-5瀝青穩(wěn)定碎石基層m20.000.000.00307-1透層m2303876.46.531984313359033.46.532344488.000.00303195.35197986656384.85368193546.83571二次修補(bǔ)下沉瀝青路面64.8m2307-2粘層m2119413.12.512997272.510.000.000.00308-1細(xì)粒式瀝青混凝土（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細(xì)粒式瀝青混凝土m249.99359033.449.4617757792.00190288.00359580.217784837546.827045含平交道口2308.26m2，居民路口接道180.8m2311-1水泥混凝土面層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，邛新路中央隔離帶330.5m2混凝土面板超厚部分93.643620.923390633620.9339063-c15cm厚C15貧混凝土補(bǔ)強(qiáng)層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鋼筋kg28665.004.9914303834379.04.99171551.000.00343791715510.00312-1培土路肩m35489.0017.939841817.930.000.0000.00312-4C20現(xiàn)澆混凝土加固路肩m31852.50367.976816642625.0367.97965921.000.001771.116517150-853.9-

15、314206.00-f路緣石m32006.70357.01716412357.010.000.0000.00313-6路肩排水溝0.000.0000.00-aI型邊溝m135.20178.7624168362178.7664711.004076.000-362.0-64711-bII型邊溝m386.00323.38124825386323.38124825.000.001185.8383464799.8258639-cC20砼弧型邊溝m3569.31170.4569.0596966.00312937.000-170.4-96966C15砼弧型邊溝m3228556.88126969.000-22

16、8.0-126969314-1水泥混凝土路面防裂縫反射0.000.0000.00-a聚酯纖維土工布m230786.7016.1449689716.140.000.0000.00315-1原有水泥混凝土面板灌縫m10.72150000.010.411561500.0046500.00164914.82171676314914.8155263城區(qū)段增12304.25m2400400章章橋橋涵涵工工程程393540339354034099521409952168123.0014175511417551166628416662840.0-1015685-1015685401-1橋梁荷載試驗(yàn) (暫定工程

17、量)總額1 15000050000150000.0050000.000.00-1.0-50000403-2下部結(jié)構(gòu)鋼筋0.000.000.00-b帶肋鋼筋 （HRB335）kg8584.44.94424078641.44.9442689.000.003348.5616542-5292.8-26147403-4附屬結(jié)構(gòu)鋼筋0.000.000.00-a光圓鋼筋 （R235）kg4934.9424354944.942440.000.0060.5299-433.5-2141-b帶肋鋼筋 （HRB335）kg2510375.001255185251037.35.001255187.000.0064146

18、.5732073324906.93124535-161983.8-809919410-2下部結(jié)構(gòu)0.000.000.00-a擋板修復(fù)個(gè)61344.83806961344.838069.000.00794141.01345-b壓注環(huán)氧漿液m6278.00483662.578.004875.000.0027.72161-34.8-2714-cC30混凝土m3114455.6351942114455.6351942.000.0013.46105-100.6-45837.00G318G318線線災(zāi)災(zāi)后后大大修修工工程程量量統(tǒng)統(tǒng)計(jì)計(jì)表表國(guó)道G318線邛崍至雅安成都段災(zāi)后大修工程清清單單編編號(hào)號(hào)工工程程項(xiàng)

19、項(xiàng)目目單單位位合合同同清清單單0#0#變變更更后后截截止止第第八八期期計(jì)計(jì)量量累累計(jì)計(jì)完完成成第第九九期期現(xiàn)現(xiàn)場(chǎng)場(chǎng)收收方方后后情情況況與與0#0#變變更更批批復(fù)復(fù)情情況況比比較較備備注注工工程程量量合合同同或或變變更更單單價(jià)價(jià)金金額額（元元）復(fù)復(fù)核核量量復(fù)復(fù)核核單單價(jià)價(jià)復(fù)復(fù)核核合合價(jià)價(jià)審審減減額額工工程程量量金金額額（元元）工工程程量量金金額額（元元）工工程程量量金金額額（元元）-d環(huán)氧砂漿m31260.002601260.00260.000.00-1.0-260-jM15砂漿m30.5310.001550.5310.00155.000.00-0.5-155410-3上部結(jié)構(gòu)混凝土0.000.

20、000.00-aC30混凝土m31432.004321432.00432.000.00-1.0-432-b壓注環(huán)氧漿液m29077.932260029077.9322600.000.00285.4222415279.74114475275.1411088.00-c貼碳纖維布m228614.42412428614.424124.000.000305.78440919.8285-d環(huán)氧砂漿修復(fù)m33270.338113270.33811.000.00-3.0-811410-6附屬結(jié)構(gòu)0.000.000.00-a鉆孔植筋m680178.67535035680378.67535192.000.0053

21、424202552171.8170856710.855919-bC30混凝土欄桿m338480.001824039480.0018720.000.00643072025.012000-c欄桿鋼管kg20645.021036120645.0210361.000.002064103610.00-d100mmUPVC泄水管m18833.29625918833.296259.000.00-188.0-6259-e雨篦子 個(gè)96449.554315796449.5543157.000.00-96.0-43157-f混凝土鑿毛m22905.9617282905.961728.000.004348.5259

22、174058.524189.00-h拆除鋼筋混凝土結(jié)構(gòu)m31081.6343.423714431081343.42371237.000.00362.55124507135.9346681-582.5-200049-i疏通泄水孔個(gè)373.92145373.92145.000.00-37.0-145413-1-cM10砂漿錐坡m11258283811258.002838.000.00-11.0-2838415-2水泥混凝土橋面鋪裝0.000.000.00-aC40鋼纖維防水混凝土m3866518.21448770866518.21448770.000.00484.86251259-381.1-19

23、7511416-2更換支座0.000.000.00-aGYZ200*42mm普通圓板式橡膠支座個(gè)880100.0388026880100.0388026.000.0080480424-76.0-7602-b4004002四氟滑板個(gè)18196.61353918196.613539.000.00-18.0-3539-d鋼板kg12235.47.4991643122047.4991408.000.009861.7973865-2342.2-17543-e防銹漆m214184.83684914184.836849.000.00-1418.0-6849-f細(xì)砂m35110.605535110.60553

24、.000.00-5.0-553-g20020010橡膠墊個(gè)3247.0315053247.031505.000.00-32.0-1505-h型鋼kg72006.294528872006.2945288.000.00-7200.0-45288417-1彈塑體伸縮縫m392214.5984119392214.5984119.000.00-392.0-84119417-2F-40(80)型伸縮縫m275711.46195652275711.46195652.000.00201143003-74.0-52649.00417-3伸縮縫換橡膠條m189195.3336917189195.3336917.0

25、00.00167.632737-21.4-4180417-4伸縮縫清堵m76195.891488876195.8914888.000.00396.577670320.562782.00420-1鋼筋混凝土蓋板涵土石方0.000.000.00-b涵洞清淤m338456.31216233289.556.31185232.000.00289162741100.861986-1899.7-106972420-3洞身(包括臺(tái)帽、涵臺(tái)身、支撐梁，洞身鋪砌）0.000.000.00-aC25混凝土m371.6423.423031771.6423.4230317.000.0071.63031700.00-bR

26、235光圓鋼筋（級(jí)）kg2660.55.01133292660.55.0113329.000.002660.51332900.00-cHRB335帶肋鋼筋(II級(jí))kg714.55.013580714.55.013580.000.00714.5358000.00420-4鋼筋砼蓋板0.000.000.00-aC30混凝土m3118.2501.4559271118.17501.4559256.000.00118.25927100.015-bR235光圓鋼筋（級(jí)）kg13114.34.976517813114.34.9765178.000.0013114.36517800.00-cHRB335帶肋

27、鋼筋(II級(jí))kg14704.14.997337314704.14.9973373.000.0014704.17337300.00420-5洞口建筑(包括八字墻、一字墻、帽石、沉砂池、隔水墻)0.000.000.00-aC20片(卵)石混凝土m30.000.000.00420-5洞口建筑(包括八字墻、一字墻、帽石、沉砂池、隔水墻)0.000.000.00G318G318線線災(zāi)災(zāi)后后大大修修工工程程量量統(tǒng)統(tǒng)計(jì)計(jì)表表國(guó)道G318線邛崍至雅安成都段災(zāi)后大修工程清清單單編編號(hào)號(hào)工工程程項(xiàng)項(xiàng)目目單單位位合合同同清清單單0#0#變變更更后后截截止止第第八八期期計(jì)計(jì)量量累累計(jì)計(jì)完完成成第第九九期期現(xiàn)現(xiàn)場(chǎng)場(chǎng)收

28、收方方后后情情況況與與0#0#變變更更批批復(fù)復(fù)情情況況比比較較備備注注工工程程量量合合同同或或變變更更單單價(jià)價(jià)金金額額（元元）復(fù)復(fù)核核量量復(fù)復(fù)核核單單價(jià)價(jià)復(fù)復(fù)核核合合價(jià)價(jià)審審減減額額工工程程量量金金額額（元元）工工程程量量金金額額（元元）工工程程量量金金額額（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涵面鋪裝0.000.000.00-aC40防水砼m3164.9427.3370467164.9427.3370467.000.00143.861450

29、116.54978495.440767-bHRB335帶肋鋼筋(II級(jí))kg29272.94.9814577929272.94.98145779.000.0025425.61266192073710327016889.784111圓管涵m30004120004.012000421-1羊安大橋橋面修復(fù)項(xiàng)681230.0068123.0000.00600600章章 安安全全設(shè)設(shè)施施及及預(yù)預(yù)埋埋管管線線97366297366235217433521743321301.00536714536714260110326011030.0-383927-383927602-3單面波形梁鋼護(hù)欄m200341.3

30、168262645341.31220145.000.000979334142334.0113998605-1熱熔型涂料路面標(biāo)線0.000.000.00-a1號(hào)標(biāo)線m230099.73630.0890540054822.4830.081649060.000.0017842.8753671433774.821015947-3204.8-96400特殊標(biāo)線m250.136695.433356426695.4335642振蕩標(biāo)線m2150.00427.564125427.564125新增細(xì)目606-1標(biāo)志標(biāo)牌套0.000.0000.00-a單柱式(禁令警告）套1493.4711.01619.82178

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

32、002189730.00-g單懸臂（允許調(diào)頭）套5623.1718.06392.35115062.00-13845.00-18.0-115062-h單懸臂（指示警告）套5907.6722.06700.08147402.00-17433.00291943027.046900.00-i單懸臂（指示）套19211.798.021591.58172733.00-19039.00364775-5.0-107958607-1交通信號(hào)控制系統(tǒng)0.000.000.00-a4米人行信號(hào)燈套330062.02989.21185331.0019269.002059784-42.0-125547-b7米機(jī)動(dòng)車信號(hào)燈套

33、1200031.08570.28265679.00106321.001085703-21.0-179976-c信號(hào)機(jī)臺(tái)450009.08000.0072000.00333000.00324000-6.0-48000-d125預(yù)埋鍍鋅鋼管m120.721406.0140.16197065.00-27333.000-1406.0-197065-e80預(yù)埋鍍鋅鋼管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控制電纜m52.191260.016.6020916.0044843.003314550122054.034096-iKVV22 10*2.5mm2控制電纜m53.73753.028.2421265.0019194.000-753.0-21265-j窖井個(gè)90044900.0039600.000.0076300-37.0-33300清除舊標(biāo)線m210.006048.85604896048.8560489清除舊標(biāo)線700700章章 綠綠化化及及環(huán)環(huán)境境保保護(hù)護(hù)5011050110393026

35、3930260.003499903499900.0-43036-43036703-1撒播草種0.000.000.00-a馬蹄金草坪m2480.50013.7966266480.513.7989366.000.00113921570964911.567730704-1人工種植喬木0.000.000.00-a大葉香樟 胸徑10cm株10030.543054200030.5461080.000.00-2000.0-61080704-2人工種植灌木0.000.000.00-a小葉女貞 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合合計(jì)計(jì)504864605048646067666205676662053975311139753111307753553077535528622632862263備備注注：部部分分收收方方資資料料因因計(jì)計(jì)量量簽簽字字未未在在項(xiàng)項(xiàng)目目部部，故故小小部部分分工工程程量量待待進(jìn)進(jìn)一一步步核核實(shí)實(shí)后后細(xì)細(xì)微微調(diào)調(diào)整整。零零號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)變變更更統(tǒng)統(tǒng)計(jì)計(jì)表表國(guó)道G318線邛崍至雅安成都段災(zāi)后大修工程請(qǐng)請(qǐng)明明確確一一期期、二二期期的的劃劃分分SB-23 第

37、 1 頁(yè) 共 7 頁(yè)清清單單編編號(hào)號(hào)工工程程項(xiàng)項(xiàng)目目單單位位合合同同清清單單變變更更后后變變更更后后變變更更增增減減備備注注工工程程量量工工程程量量復(fù)復(fù)核核量量計(jì)計(jì)算算式式工工程程量量第第100100章章總總 則則102-2施工環(huán)保費(fèi)（含揚(yáng)塵治理費(fèi)）總額1.0001.000103-1臨時(shí)道路橋涵修建、養(yǎng)護(hù)與拆除（包括原道路橋涵的使用、養(yǎng)護(hù)、恢復(fù)費(fèi)）總額1.0001.000105-1安全文明施工費(fèi)（200章700章清單合計(jì)減去專項(xiàng)暫定金額）1%總額1.0001.000第第200200章章路路基基工工程程202-2挖除舊路面-a23cm原C30水泥混凝土路面m274575.30662081.0寫(xiě)上

38、經(jīng)初步統(tǒng)計(jì)的數(shù)量-12494.306-b24cm水泥混凝土路面m260428.39071302.4寫(xiě)上經(jīng)初步統(tǒng)計(jì)的數(shù)量10874-cMHB多錘頭破碎23cm原C30水泥混凝土路面m2205000317833.8318664.5(21759-1200)*15.5112833.8202-3拆除結(jié)構(gòu)物-a鋼筋混凝土結(jié)構(gòu)m3283283.0-b混凝土及圬工結(jié)構(gòu)m32063.7203339.4(21759+2050.467)*0.15*0.48*2(補(bǔ)路緣石大樣圖)1275.66203-1路基挖方-a挖土方 m350.0009590.3請(qǐng)?zhí)峁┮罁?jù)復(fù)核，包含了取消中央綠化帶產(chǎn)生的挖土，基本相當(dāng)于原路面厚度

39、23cm9540.3-b棄土方m39590.00 (2)土方和石方的單價(jià)費(fèi)用，包括開(kāi)挖、運(yùn)輸、堆放、分理填料、裝卸、棄方和剩余材料的處理，以及其他有關(guān)的全部施工費(fèi)用。9590-c邊溝清淤m33600.0622.0229.4+4.56+8.76+78.3+43.2+28.8+130.44+26.88+91.44+180.243600208-2-a滿砌護(hù)坡(M7.5砂漿砌卵石)m380925.1845.14灌溉溝鋪底M7.5漿砌卵石m342.7229.4+4.56+8.76按部位列漿砌邊坡拆除重建M7.5漿砌卵石m3882.43363.83+56.43+108.41+102+25.46+67.2+

40、159.1按部位列-bM7.5砂漿抹面（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,看投標(biāo)價(jià)是否含抹面3340.8208-3C15砼擋土墻m3260.0目節(jié)應(yīng)為209-1,需提供圖紙260217-1中央分隔帶特殊處理-aM7.5漿砌卵石m350因設(shè)計(jì)變更取消-50-bC15混凝土m350因設(shè)計(jì)變更取消-50218-1特殊路基處理因設(shè)計(jì)變更增加-a換填天然砂礫石m313377.01337716721.25*0.8,破碎后檢測(cè)數(shù)據(jù)13377.

41、0第第300300章章路路面面工工程程K1+800K3+000(甘溪場(chǎng)鎮(zhèn)1200m)、K6+680K7+740(大塘場(chǎng)鎮(zhèn)1060m)、K21+990.4K24+040.867(邛崍城區(qū)2050.467m)、K0+000K2+572.182(支線2572.182m)303-2水泥穩(wěn)定碎石底基層m22050.46714815.1325-c厚230mmm216556750.05095-e厚220mmm222679.223810.067(21759.6+2050.467)*1-扣橋占-扣平交占22679.2303-3底基層處理-a1.5cm厚瀝青石屑封層m2304-1水泥穩(wěn)碎石基層-a厚140mmm2

42、303876.4-303876.4-b厚200mmm2359033.4359033.421759.6*16.5359033.4-c厚220mmm2304-5瀝青穩(wěn)定碎石基層m2307-1透層m2303876.4359033.455157307-2粘層m2119413.1-119413.1308-1細(xì)粒式瀝青混凝土（AC-13C）K1+800K3+000(甘溪場(chǎng)鎮(zhèn)1200m)、K6+680K7+740(大塘場(chǎng)鎮(zhèn)1060m)、K21+990.4K24+040.867(邛崍城區(qū)2050.467m)、K0+000K2+572.182(支線2572.182m)-a厚35mmm2423289.5-4232

43、89.5308-7-a厚50mm細(xì)粒式瀝青混凝土m2359033.4359033.421759.6*16.5359033.4311-1水泥混凝土面層-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貧混凝土補(bǔ)強(qiáng)層m2110.001233.01123已發(fā)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(是部分破碎恢復(fù))寫(xiě)上經(jīng)初步統(tǒng)計(jì)的數(shù)量38763.4311-3

44、鋼筋kg28665.0034379.05714312-1培土路肩m35489.00-5489312-4C20現(xiàn)澆混凝土加固路肩m31852.502625.0772.5-f路緣石m32006.70-2006.7313-6路肩排水溝-aI型邊溝m135.20384.8362222+140249.6-bII型邊溝m386.00386386386(原第一冊(cè))-cC20砼弧型邊溝m3720.0變更中有提及，暫未見(jiàn)詳圖720314-1水泥混凝土路面防裂縫反射-a聚酯纖維土工布m230786.70-30786.7315-1原有水泥混凝土面板灌縫m150000.0采用了灌縫就不會(huì)再破碎，要復(fù)核對(duì)應(yīng)的樁號(hào)，主要

45、在新邛段,需提供做法150000400400章章橋橋涵涵工工程程401-1橋梁荷載試驗(yàn) (暫定工程量)總額1 11.01.0403-2下部結(jié)構(gòu)鋼筋-b帶肋鋼筋 （HRB335）kg8584.48641.457403-4附屬結(jié)構(gòu)鋼筋-a光圓鋼筋 （R235）kg493494.01-b帶肋鋼筋 （HRB335）kg251037251037.30.3410-2下部結(jié)構(gòu)-a擋板修復(fù)個(gè)66.0見(jiàn)詳圖-b壓注環(huán)氧漿液m6262.50.5-cC30混凝土m3114114.0-d環(huán)氧砂漿m311.0-jM15砂漿m30.50.5410-3上部結(jié)構(gòu)混凝土-aC30混凝土m311.0-b壓注環(huán)氧漿液m290290.0-c貼碳纖維布m2286286.0-d環(huán)氧砂漿修復(fù)m333.0410-6附屬結(jié)構(gòu)-a鉆孔植筋m68016803.02-bC30混凝土欄桿m33839.01-c欄桿鋼管kg20642064.0-d100mmUPVC泄水管m188188.0-e雨篦子 個(gè)9696.0-f混凝土鑿毛m2290290.0-h拆除鋼筋混凝土結(jié)構(gòu)m31081.61081.0-0.6-i疏通泄水孔個(gè)3737.0413-1-cM10砂漿錐坡m1111.0415-2水泥混凝土橋面鋪裝