工程量清單隧道的清單

項(xiàng) 目單位左洞右洞合計(jì)備注隧道長(zhǎng)度m120812162424洞□工程土方，3m183117103541計(jì)算至洞口樁號(hào)以內(nèi)石方3in556254241098610號(hào)砂漿砌塊石端墻3m517479.3996.3C15片石碎平臺(tái)3m82.9389.58172.5C25混凝土基礎(chǔ)3m2.12.14.230號(hào)粗料石帽石3m14.214.128.3鋼筋網(wǎng)(4>6.5)t1.3211.5452.866022砂漿錨桿t2.5722.9925.564C20噴射混凝土3m51.960.3112.3均厚8cm5號(hào)砂漿砌片石回填3m68.035.0103.07.5砂漿砌片石護(hù)坡3m49.144.994.07.5砂漿砌塊七網(wǎng)格護(hù)坡3m40.543.784.1三維網(wǎng)2m4693117807.5砂漿砌片石洞頂水溝3m44.861.8106.67.5砂漿砌片石截水溝3m250.9257.8508.7680打孔波紋管m17.317.334.6植草m21005944.0001949植灌木綠化棵232649清除危巖m32000倒懸腔填充支護(hù)m342007.5砂漿砌片石620PSSCP管m31.2“25鑄鐵管m18.1明洞襯砌拱墻m3214.2214.2428.4仰拱3m115.5115.5231.0仰拱填充3m133.1133.1266.2I級(jí)鋼筋t7.0147.01414.028口級(jí)鋼筋t14.90214.90229.804項(xiàng) 目單位左洞右洞合計(jì)備注回填5號(hào)漿砌片石m3228.5228.5457碎石土m3138.3138.3276.6粘土隔水層3m404080耕植土3m6565130洞身工程般地段開(kāi)挖±（口類圍巖）3m5177497010147軟石（III類圍巖）3m8988594847184732次堅(jiān)石（IV類圍巖）3m12523906321586初期支護(hù)與二次襯砌模筑3m9218.59286.318500.9C25碎噴射3m3995.94076.48072.3C20佐仰拱3m3934.54130.68065.1仰拱填充3m6948.07275.514203.6C15片石碎超挖回填3m4154.94181.08335.9C25佐HBC22N錨桿總長(zhǎng)m5778.45546.611325.0全藥卷錨桿總重t180.945185.768366.7131墊板個(gè)20562210044156615x15x0.61級(jí)鋼螺母?jìng)€(gè)205622100441566M16GB6170-86鋼筋網(wǎng)（66.5）t43.37045.48688.856I級(jí)鋼筋t1.4461.8803.326偏壓段配筋I(lǐng)I級(jí)鋼筋t14.76619.19633.962偏壓段配筋18工字鋼t/根42.28/6238.87/5781.15/115含鋼板14工字鋼t/根2.53/56.58/139.11/18含鋼板超前預(yù)支護(hù)642mm無(wú)縫鋼管t10.539.87220.402P.032.5號(hào)水泥t95.66489.883185.54730~40Be水玻璃t34.31232.16766.479磷酸二氫鈉（緩凝劑）t0.6980.6521.35HBC28N錨桿總長(zhǎng)m350525875中隔增20號(hào)噴射混凝土3m10.40013.52023.920中22砂漿錨桿t0.4780.6211.09918工字鋼t/根7.28/259.60/3316.58/57項(xiàng) 目單位左洞右洞合計(jì)備注洞身工程車(chē)行橫洞與緊急停車(chē)帶開(kāi)挖次堅(jiān)石(IV類圍巖)m35809472810537初期支護(hù)與二次村砌C25位模筑m3717.1551.41268.5含停車(chē)帶擋頭墻噴射3in211.3170.9382.2C20位仰拱3m0.00.00.0C25佐I級(jí)鋼筋t5.7315.73111.462n級(jí)鋼筋t14.65014.65029.300仰拱填充3m0.00.00.0C15片石碎超挖回填3m262.7186.4449.1C25碎全粘接藥卷錨桿總重t8.8277.29016.11722墊板個(gè)1033775180815x15x0.6I級(jí)鋼螺母?jìng)€(gè)10337751808M16,GB6172—86鋼筋網(wǎng)(66.5)t2.5122.5125.025I級(jí)封閉門(mén)支洞鋼筋混凝土導(dǎo)梁3m7.87.8其他增加工程量計(jì)入車(chē)行橫洞工程量?jī)?nèi)I級(jí)鋼筋t0.2750.275II級(jí)鋼筋t0.0130.013預(yù)埋件t0.6730.67310號(hào)砂漿砌封閉墻m32.32.3定做鋼門(mén)道11人行橫洞開(kāi)挖軟石m360859668噴射m346.55.351.8C20碎錨桿總重t0.6860.0630.749普通砂漿錨桿鋼筋網(wǎng)(*6.5)t0.6820.0650.747I級(jí)模筑3m136.816.8153.6C25碎，含交叉口增加量超挖回填3m83.67.891.4C25位I級(jí)鋼筋t0.0080.0080.015II級(jí)鋼筋t0.0390.0390.078項(xiàng) 目單位左洞右洞合計(jì)備注定做鋼門(mén)道224消防洞開(kāi)挖軟石(III類圍巖)m36363126增加工程量次堅(jiān)石(IV類圍巖)3m161631C20碎噴射混凝土3m10.510.521.0C25校模筑3m27.127.154路面工程水泥混凝土路面(26cm)2m9919986219781水泥混凝土路面(10cm)2m16415179C25混凝土瀝青混凝土路面(5cm)2m40004000800015號(hào)混凝土墊層(15cm)2m591958621178115號(hào)混凝土墊層(10cm)2m400040008000粘層油2m400040008000G1022-A型玻纖格柵2m400040008000路面用鋼筋t0.744防排水工程無(wú)紡布m2296692887358542300g/m2防水板m2322483137363621EVAI.2mm塑料三通個(gè)248244492DN50硬塑管m3506352770326116/100雙壁打孔波紋管m187128315環(huán)向盲溝道60.460.8121“80雙壁打孔波紋管m131.4412143人行橫洞沉降縫、施工縫E型橡膠止水帶m374306680帶注漿管膨脹止水條m233223984730洞內(nèi)管溝I級(jí)鋼筋t82.50182.283164.584II級(jí)鋼筋t0.0910.0910.182C25混凝土3Ill1067.51046.32109.410號(hào)水泥砂漿3m62.462.8125.2項(xiàng) 目單位左洞右洞合計(jì)備注防排水工程洞外電纜溝1級(jí)鋼筋t0.337口級(jí)鋼筋t1.117C25混凝土3III99.7C25鋼筋混凝土預(yù)制3m14.5挖方3m358.4G100鋼管m750裝飾工程2m24342.824503.248846放火涂料渡線路面2m1871綠化2m172預(yù)埋管件I級(jí)鋼筋t6612H級(jí)鋼筋t2.5842.5845型鋼t16.28816.28833螺栓螺母套192192384照明電纜預(yù)埋鋼管m161161322鍍鋅管風(fēng)機(jī)電纜預(yù)埋鋼管in8686173G100鍍鋅管棄土場(chǎng)實(shí)體護(hù)坡3