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1、 1121工程新機(jī)場分散營區(qū)連接道路（寧鄉(xiāng)段）工程S3-12 第1頁 共3 頁橋橋頭頭路路基基處處理理工工程程數(shù)數(shù)量量表表序號(hào)橋（涵）中心樁號(hào)構(gòu)造物名稱交角設(shè)計(jì)長度橋臺(tái)高或涵洞頂填土高涵洞凈高涵洞凈寬/管徑回填碎石土 (碎石：土=4:6)挖臺(tái)階數(shù)量備注()（m）（m）（m）（m3）（m3）一、遠(yuǎn)遠(yuǎn)連連線線1BYK0+203.0001-1.0m 鋼筋混凝土圓管涵-3020.004.691.001.00249.2133.9二、發(fā)發(fā)連連線線2FK0+130.0001-1.0m 鋼筋混凝土圓管涵08.000.961.001.0099.719.23FK0+320.0001-1.0m 鋼筋混凝土圓管涵082、.000.671.001.0047.914.34FK0+500.0001-1.0m 鋼筋混凝土圓管涵08.000.631.001.0047.913.75FK0+726.5001-1.0m 鋼筋混凝土圓管涵4520.000.591.001.00119.817.16FK0+950.0001-1.0m 鋼筋混凝土圓管涵08.000.671.001.0047.914.37FK1+112.0001-1.0m 鋼筋混凝土圓管涵-4520.000.771.001.00119.820.6發(fā)連線小計(jì)483.199.3三、塔塔連連線線8TK0+083.5001-1.0m 鋼筋混凝土圓管涵012.001.901.03、01.00149.538.4四、近近連連線線9JK0+001.0001-1.0m 鋼筋混凝土圓管涵5012.000.791.001.0071.922.6五、雷雷達(dá)達(dá)連連線線10LDAK0+008.0001-1.0m 鋼筋混凝土圓管涵010.000.561.001.0059.916.811LDAK0+187.0001-1.0m 鋼筋混凝土圓管涵010.000.651.001.0059.918.412LDAK0+307.6001-1.0m 鋼筋混凝土圓管涵010.000.671.001.0059.918.913LDAK0+480.0001-1.0m 鋼筋混凝土圓管涵-4514.000.571.004、1.0083.922.714LDAK0+795.0001-1.0m 鋼筋混凝土圓管涵4520.002.151.001.00249.269.0雷達(dá)連線小計(jì)512.8145.8六、射射連連線線15SK0+120.0001-1.0m 鋼筋混凝土圓管涵010.001.651.001.00124.641.3七、軍軍械械連連線線16JXK+131.5001-1.0m 鋼筋混凝土圓管涵-3022.003.361.001.00274.1106.517JXK+182.5001-1.0m 鋼筋混凝土圓管涵-4524.003.041.001.00299.0107.118JXK+369.0001-1.0m 鋼筋混凝土5、圓管涵014.002.131.001.00174.456.3 編制：復(fù)核：審核：1121工程新機(jī)場分散營區(qū)連接道路（寧鄉(xiāng)段）工程S3-12 第2頁 共3 頁19JXK+619.0001-1.0m 鋼筋混凝土圓管涵010.000.661.001.0059.918.720JXK1+003.5001-1.0m 鋼筋混凝土圓管涵4514.000.621.001.0083.924.021JXK1+063.5001-1.0m 鋼筋混凝土圓管涵4514.000.661.001.0083.925.1軍械連線小計(jì)975.2337.7八、油油內(nèi)內(nèi)連連線線22YNK0+010.0001-1.0m 鋼筋混凝土圓管涵06、12.001.011.001.00149.529.2九、南南近近連連線線23NJK0+011.0001-1.0m 鋼筋混凝土圓管涵-1510.000.771.001.0059.916.3十、信信標(biāo)標(biāo)連連線線24XBK0+001.0001-1.0m 鋼筋混凝土圓管涵-3012.000.621.001.0071.915.1十一、南南遠(yuǎn)遠(yuǎn)連連線線25NYK0+035.0001-1.0m 鋼筋混凝土圓管涵08.000.591.001.0047.913.126NYK0+050.0001-1.0m 鋼筋混凝土圓管涵08.001.021.001.0099.720.227NYK0+500.0001-1.0m 7、鋼筋混凝土圓管涵010.001.531.001.00124.630.128NYK0+960.0001-1.0m 鋼筋混凝土圓管涵08.000.601.001.0047.913.229NYK1+120.0001-1.0m 鋼筋混凝土圓管涵010.001.331.001.00124.626.130NYK1+520.0001-1.0m 鋼筋混凝土圓管涵08.000.811.001.0047.916.631NYK1+840.0001-1.0m 鋼筋混凝土圓管涵08.000.521.001.0047.912.132NYK2+060.0001-1.0m 鋼筋混凝土圓管涵08.000.611.001.0048、7.913.433NYK2+280.0001-1.0m 鋼筋混凝土圓管涵08.000.601.001.0047.913.234NYK2+490.0001-1.0m 鋼筋混凝土圓管涵012.002.191.001.00149.545.335NYK0+104.711南遠(yuǎn)連線2-5.0m框架小橋07.000.005.0010.00600.3122.9南遠(yuǎn)連線小計(jì)1386.2203.2合合計(jì)計(jì)4233.84233.81082.81082.8橋橋頭頭路路基基處處理理工工程程數(shù)數(shù)量量表表序號(hào)橋（涵）中心樁號(hào)構(gòu)造物名稱交角設(shè)計(jì)長度橋臺(tái)高或涵洞頂填土高涵洞凈高涵洞凈寬/管徑回填碎石土 (碎石：土=4:6)挖臺(tái)9、階數(shù)量備注()（m）（m）（m）（m3）（m3）編制：復(fù)核：審核：K0+075.000751K0+244.0002442K0+490.0004903K0+560.0005604K0+880.0008805K0+908.0009086K0+964.0009647K1+065.00010658K1+169.00011699K1+212.5001212.510K1+344.5001344.511K1+424.000142412K1+520.000152013K1+615.5001615.514K1+717.000171715K1+860.000186016K1+940.000194017K2+68010、.000268018K2+740.000274019K2+894.000289420K3+000.000300021K3+230.000323022K3+750.000375023K3+780.000378024K3+980.000398025K4+220.000422026K4+420.000442027K6+720.000672028K6+960.000696029K7+495.000749530K8+560.000856031K8+750.000875032K10+850.0001085033K11+065.0001106534K11+305.0001130535K11+490.0001149036K12+460.0001246037K13+396.0001339638K14+065.0001406539K14+465.0001446540K14+630.0001463041