標(biāo)隧道工程數(shù)量表施工圖修改

PAGEPAGE6xx3號隧道主要工程數(shù)量表序號項(xiàng)目名稱單位xx3號右線xx3號左線xx3號隧道備注1開挖洞口開挖m35605.7773406.5999012.366明洞開挖m35700.0000.005700.000Ⅴ級圍巖洞身m325072.00023469.00048541.000Ⅳ級圍巖洞身m318480.0005390.00023870.000Ⅲ級圍巖洞身m310825.5505051.90015877.440Ⅱ級圍巖洞身m36528.50021247.33027775.8802洞口圬工回填M5漿砌片片石m3495.260.00495.26回填土方m35.290.005.29M7.5漿砌片片石洞頂排排水溝m335.9237.5573.47M7.5漿砌片片石截水溝溝m2158.84182.70341.54C20砼洞門墻墻m31103.4661189.3882292.844C20砼擋墻m30.00295.41295.4140×60花崗崗巖飾面m2558.59455.131013.722掛三維網(wǎng)噴播植植草m2124.5879.27203.85種植草皮m2377.980.00377.98洞門φ22連接鋼筋kg744.80744.801489.6003明洞圬工拱、墻C30、S8鋼筋砼砼m3715.560.00715.56仰拱C30鋼筋筋砼m3271.200.00271.20HPB235級級鋼筋t4.260.004.26HRB335級級鋼筋t61.240.0061.24回填M5漿砌片片石m31181.2660.001181.266回填耕植土m31040.5000.001040.500回填粘土m3491.000.00491.00回填碎石土m33086.3330.003086.333碎石反濾層m330.400.0030.40C20噴混凝土土m3296.480.00296.48φ22砂漿錨桿m917.500.00917.50φ6.5鋼筋網(wǎng)t1.180.001.18φ50軟式透水管管m999.040.00999.04φ50PVC給水水管m180.600.00180.604超挖回填C20噴砼m31012.5001031.6222044.1225二次襯砌（拱墻）C300、S8砼m36249.1555709.98811959.113（仰拱）C300砼m32493.9001628.9004122.800二襯HPB2335級鋼筋筋t13.038.9621.98二襯HRB3335級鋼筋筋t433.26302.77736.031/2預(yù)留變形形量（C30砼）m3911.80742.321654.1226輔助施工支護(hù)φ108大管棚m2538.0002538.0005076.000大管棚注水泥漿漿m3106.92106.92213.84管棚導(dǎo)向墻C220混凝土土m388.2088.20176.40管棚導(dǎo)向墻格柵柵鋼架t4.874.879.73φ42超前小導(dǎo)管管m7236.0006566.00013802.000小導(dǎo)管注水泥漿漿m3267.84243.04510.887初期支護(hù)C20網(wǎng)噴砼m34021.6003022.9557044.555φ22組合注漿錨錨桿m57025.00041590.00098615.000φ22砂漿錨桿m1881.0005907.0007788.000鋼筋網(wǎng)t76.5860.21136.79型鋼鋼架t461.50428.18889.67格柵鋼架t265.2987.60352.89鎖腳錨桿m12872.0008895.00021767.0008二襯背后充填注注漿水泥砂漿m3172.20167.58339.789仰拱填充或鋪底底C15片石砼m35895.0003458.4009353.400C15砼m3127.60415.28542.8810防排水工程3mm厚BACC防水卷材材m213115.00012169.55025284.550帶注漿管遇水膨膨脹止水條條m2580.0002394.0004974.000變形縫止水帶及及其它材料料m430.00399.00829.00φ50軟式透水管管m3010.0002793.0005803.000φ50PVC給水水管m172.00159.60331.60路面下100××70mmm矩形盲溝溝m650.001070.0001720.000溝、槽身C255混凝土m3605.00600.601205.600溝、槽C30鋼鋼筋砼蓋板板m390.3083.79174.09蓋板鋼筋t14.6513.5928.24電纜溝壁鋼筋t28.5426.4955.0340×50cmm鑄鐵篦子(厚2cm))塊86.0079.80165.80φ203無縫鋼管管（壁厚66mm)m860.00798.001658.00011洞內(nèi)裝飾20×40釉面面裝飾瓷磚磚m23010.0002793.0005803.0001mm厚水性涂涂料面層m27310.0006783.00014093.00010mm厚隧道道專用無機(jī)機(jī)防火涂料料m27310.0006783.00014093.00012監(jiān)控量測必測項(xiàng)目（五項(xiàng)項(xiàng)）隧道延米410.00399.00809.00選測項(xiàng)目(四項(xiàng)項(xiàng)）隧道延米410.00399.00809.0013地質(zhì)超前預(yù)報隧道延米410.00399.00809.0014預(yù)埋件17#普利卡管管m5230.0005100.00010330.00050#普利卡管管m72.0072.00144.00風(fēng)機(jī)預(yù)埋件kg0.000.000.0015中壁臨時支護(hù)φ42超前小導(dǎo)管管m2336.0002190.0004526.000小導(dǎo)管注水泥漿漿m357.6054.00111.60C20網(wǎng)噴砼m3639.60425.251064.855φ22藥卷錨桿m6250.0004406.25510656.225鋼筋網(wǎng)t12.148.4920.63型鋼鋼架t116.7282.55199.2716橫通道開挖m3411.40C20網(wǎng)噴砼m333.32φ22砂漿錨桿m748.00鋼筋網(wǎng)t1.06C30、S8拱拱墻砼襯砌砌m392.82C30砼底板m313.60C15砼墊層m38.503mm厚BACC防水卷材材m2326.4017棄碴及環(huán)保棄碴量m373119.22758988.229132107..56實(shí)方運(yùn)距km用于鹽田港填海海，運(yùn)距約約20km正坑隧道主要工程數(shù)量表（2標(biāo)范圍）項(xiàng)目名稱單位正坑右線正坑左線正坑隧道備注1開挖洞口開挖m3956.001817.0002773.000Ⅴ級圍巖洞身m314085.00012572.00026657.000Ⅳ級圍巖洞身m34620.0004620.0009240.000Ⅲ級圍巖洞身m34330.2002886.8007217.000Ⅱ級圍巖洞身m325520.55021722.11047242.660回填土方m349.0049.0098.00M7.5漿砌片片石洞頂排排水溝m318.9023.7042.60M7.5漿砌片片石截水溝溝m284.30105.60189.90C20砼洞門墻墻m3687.00629.201316.200C20砼擋墻m30.000.000.0040×60花崗崗巖飾面m2326.60298.90625.50洞門φ22連接鋼筋kg372.40372.40744.804超挖回填C20噴砼m3969.85827.891797.7445二次襯砌（拱墻）C300、S8砼m34891.9004240.8669132.766（仰拱）C300砼m31087.900959.602047.500二襯HPB2335級鋼筋筋t5.755.3011.06二襯HRB3335級鋼筋筋t193.66177.38371.041/2預(yù)留變形形量（C30砼）m3552.85486.191039.0446輔助施工支護(hù)φ108大管棚m1410.0001410.0002820.000大管棚注水泥漿漿m359.4059.40118.80管棚導(dǎo)向墻C220混凝土土m344.1044.1088.20管棚導(dǎo)向墻格柵柵鋼架t2.432.434.87φ42超前小導(dǎo)管管m4154.0003484.0007638.000小導(dǎo)管注水泥漿漿m3153.76128.96282.727初期支護(hù)C20網(wǎng)噴砼m32274.0002014.7004288.700φ22組合注漿錨錨桿m26700.00023630.00050330.000φ22砂漿錨桿m7095.0006039.00013134.000鋼筋網(wǎng)t43.3438.1981.54型鋼鋼架t257.35235.23492.58格柵鋼架t75.0967.30142.38鎖腳錨桿m5823.0005116.00010939.0008二襯背后充填注注漿水泥砂漿m3153.30131.46284.769仰拱填充或鋪底底C15片石砼m32358.0002043.6004401.600C15砼m3498.80424.56923.3610防排水工程3mm厚BACC防水卷材材m211132.5509546.50020679.000帶注漿管遇水膨膨脹止水條條m2190.0001878.0004068.000變形縫止水帶及及其它材料料m365.00313.00678.00φ50軟式透水管管m2555.0002191.0004746.000φ50PVC給水水管m146.00125.20271.20路面下100××70mmm矩形盲溝溝m1225.0001015.0002240.000水溝、電纜槽CC25混凝凝土m3570.10485.901056.000水溝、電纜槽CC30鋼筋筋砼蓋板m376.6565.73142.38蓋板鋼筋t12.4310.6623.09電纜溝壁鋼筋t24.2320.7845.0140×50cmm鑄鐵篦子(厚2cm))塊73.0062.60135.60φ203無縫鋼管管（壁厚66mm)m730.00626.001356.00011洞內(nèi)裝飾20×40釉面面裝飾瓷磚磚m22555.0002191.0004746.0001mm厚水性涂涂料面層m26205.0005321.00011526.00010mm厚隧道道專用無機(jī)防火涂料m26205.0005321.00011526.00012監(jiān)控量測必測項(xiàng)目（四項(xiàng)項(xiàng)）隧道延米365.00313.00678.00選測項(xiàng)目(四項(xiàng)項(xiàng)）隧道延米365.00313.00678.0013地質(zhì)超前預(yù)報隧道延米365.00313.00678.0014預(yù)埋件17#普利卡管管m6670.0001929.0008599.00050#普利卡管管m72.0072.00144.00風(fēng)機(jī)預(yù)埋件kg571.56571.561143.12215中壁臨時支護(hù)φ42超前小導(dǎo)管管m1314.0001168.0002482.000小導(dǎo)管注水泥漿漿m332.4028.8061.20C20網(wǎng)噴砼m3275.40252.30527.70φ22藥卷錨桿m2812.5002562.500537