總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第1頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,,,第100章至700章清單,,,54921808,,100.00,

,,,,清單第100章總則,,,2495367,,4.54,

,101-1,,,保險(xiǎn)費(fèi),,,24750,,0.05,

,,-a,,工程一切險(xiǎn)(暫列金額）,總額,1.000,21750,21750.00,0.04,

,,-b,,第三方責(zé)任險(xiǎn)(暫列金額）,總額,1.000,3000,3000.00,0.01,

,102-1,,,竣工文件,總額,1.000,100000,100000.00,0.18,

,102-3,,,原有道路恢復(fù)費(fèi)(暫列金額）,總額,1.000,800000,800000.00,1.46,

,102-4,,,安全生產(chǎn)費(fèi),總額,1.000,796353,796353.00,1.45,

,102-5,,,項(xiàng)目信息化管理費(fèi)(暫列金額）,總額,1.000,150000,150000.00,0.27,

,102-6,,,光電纜保護(hù)費(fèi)(暫列金額）,總額,1.000,100000,100000.00,0.18,

,104-1,,,承包人駐地建設(shè),總額,1.000,524264,524264.00,0.95,

,,,,清單第200章路基,,,12286812,,22.37,

,202-1,,,清理與掘除,,,356626,,0.65,

,,-a,,清理現(xiàn)場(chǎng),m2,412271.000,160786,0.39,0.29,

,,-b,,砍伐樹(shù)木,棵,6082.000,117504,19.32,0.21,

,,-c,,挖除樹(shù)根,棵,6082.000,78336,12.88,0.14,

,202-2,,,挖除舊路面,,,16942,,0.03,

,,-a,,水泥混凝土路面,m2,2394.000,2897,1.21,0.01,

,,-b,,瀝青混凝土路面,m2,12004.000,14045,1.17,0.03,

,202-3,,,拆除結(jié)構(gòu)物,,,6468,,0.01,

,,-d,,拆除防撞欄(含隔離柵),m,5390.000,6468,1.20,0.01,

,202-4,,,公路界碑,個(gè),88.000,5275,59.94,0.01,

,203-1,,,路基挖方,,,81974,,0.15,

,,-a,,挖土方,m3,647985.000,6480,0.01,0.01,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第2頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,-c,,挖除非適用材料(包括淤泥),m3,14164.000,75494,5.33,0.14,

,203-2,,,改河、改渠、改路挖方,,,382878,,0.70,

,,-a,,開(kāi)挖土方,m3,44886.000,382878,8.53,0.70,

,204-1,,,路基填筑(包括填前壓實(shí)),,,3939698,,7.17,

,,-a,,換填土,m3,10252.000,59769,5.83,0.11,

,,-b,,利用土方,m3,594483.000,3459891,5.82,6.30,

,,-d,,借土填方,m3,55341.000,420038,7.59,0.76,

,204-2,,,改路、改河、改渠填筑,,,34844,,0.06,

,,-a,,利用土方,m3,5987.000,34844,5.82,0.06,

,204-3,,,結(jié)構(gòu)物臺(tái)背回填,,,913488,,1.66,

,,-b,,涵洞、通道臺(tái)背回填,,,,,,

,,-1,,回填砂礫,m3,10810.000,901014,83.35,1.64,

,,-c,,錐、護(hù)坡填土,m3,3886.000,12474,3.21,0.02,

,204-4,,,臺(tái)背加固,,,,,,

,,-a,,碎石擠密樁,m,500.000,,,,

,,-b,,壓密注漿,m,500.000,,,,

,204-5,,,路基處理,,,,,,

,,-b,,雙向土工格柵,m2,24792.000,,,,

,205-1,,,軟土地基處理,,,314333,,0.57,

,,-l,,換填,,,,,,

,,-1,,換填開(kāi)山石渣,m3,14039.000,314333,22.39,0.57,

,207-2,,,排水溝,,,3734641,,6.80,

,,-a,,M7.5漿砌片石排水溝,m3,13672.320,3529373,258.14,6.43,

,,-b,,C20水泥混凝土預(yù)制塊排水溝(0.6m×0.8m）,m,307.900,205268,666.67,0.37,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第3頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,207-3,,,截水溝及平臺(tái)溝,,,1864,,,

,,-c,,混凝土基底磚砌平臺(tái)溝(0.4m×0.4m）,m,220.000,1426,6.48,,

,,-d,,混凝土基底磚砌平臺(tái)集中排水,m,16.800,438,26.07,,

,207-4,,,急流槽,,,65558,,0.12,

,,-a,,M7.5漿砌片石急流槽,m3,285.560,64802,226.93,0.12,

,,-c,,Ф200mmUPVC管,m,37.800,756,20.00,,

,207-7,,,沉淀池,,,141677,,0.26,

,,-a,,c25混凝土,m3,136.600,138045,1010.58,0.25,

,,-b,,M7.5漿砌片石,m3,14.400,3632,252.22,0.01,

,207-8,,,路基徑流過(guò)濾系統(tǒng),m,130.000,3195,24.58,0.01,

,208-1,,,植物護(hù)坡,,,154123,,0.28,

,,-g,,播草籽,m2,28862.000,154123,5.34,0.28,

,208-2,,,漿砌片石護(hù)坡(不含噴播草籽),,,1196572,,2.18,

,,-a,,M7.5漿砌片石滿(mǎn)砌護(hù)坡,m3,509.200,116566,228.92,0.21,

,,-b,,M7.5漿砌片石骨架護(hù)坡,m3,4232.000,1080006,255.20,1.97,

,208-3,,,預(yù)制(現(xiàn)澆）混凝土塊護(hù)坡,,,9907,,0.02,

,,-b,,C20預(yù)制塊骨架護(hù)坡,m3,22.000,9907,450.32,0.02,

,216-1,,,強(qiáng)夯碾壓及沖擊碾壓,,,406982,,0.74,

,,-b,,沖擊碾壓,m2,143810.000,406982,2.83,0.74,

,217-1,,,取、棄土場(chǎng)恢復(fù),,,519767,,0.95,

,,-a,,M7.5漿砌片石排水溝,m3,421.200,110013,261.19,0.20,

,,-d,,植草,m2,76733.000,409754,5.34,0.75,

,,,,清單第300章路面,,,1133534,,2.06,

,304-3,,,水泥穩(wěn)定碎石中基層,,,106785,,0.19,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第4頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,-c,,厚150mm,m2,4500.000,106785,23.73,0.19,

,304-4,,,水泥穩(wěn)定碎石下基層,,,121023,,0.22,

,,-a,,厚150mm,m2,5100.000,121023,23.73,0.22,

,306-1,,,級(jí)配碎石底基層,,,167542,,0.31,

,,-a,,厚150mm,m2,5100.000,101286,19.86,0.18,

,,-b,,厚200mm,m2,2267.000,62796,27.70,0.11,

,,-d,,厚300mm,m2,87.000,3460,39.77,0.01,

,306-5,,,泥結(jié)碎(礫)石路面,,,244156,,0.44,

,,-a,,厚200mm,m2,9990.000,244156,24.44,0.44,

,312-1,,,水泥混凝土面板,,,494028,,0.90,

,,-a,,厚150mm(混凝土彎拉強(qiáng)度5.0Mpa）,m2,3800.000,197600,52.00,0.36,

,,-b,,厚200mm(混凝土彎拉強(qiáng)度5.0Mpa）,m2,4400.000,296428,67.37,0.54,

,,,,清單第400章橋梁、涵洞,,,39006095,,71.02,

,401-1,,,橋梁荷載試驗(yàn)(暫列金額),總額,1.000,300000,300000.00,0.55,

,401-2,,,地質(zhì)鉆探及取樣試驗(yàn)(暫定工程量),,,,,,

,,-a,,Ф70mm,m,100.000,,,,

,,-b,,Ф110mm,m,100.000,,,,

,403-1,,,基礎(chǔ)鋼筋（包括灌注樁、承臺(tái)、沉樁、沉井等）,,,2811515,,5.12,

,,-a,,光圓鋼筋（R235）,kg,46418.000,229769,4.95,0.42,

,,-b,,帶肋鋼筋（HRB335、HRB400）,kg,517384.000,2581746,4.99,4.70,

,403-2,,,下部結(jié)構(gòu)鋼筋,,,2472176,,4.50,

,,-a,,光圓鋼筋（R235）,kg,19679.000,99379,5.05,0.18,

,,-b,,帶肋鋼筋（HRB335、HRB400）,kg,463437.000,2372797,5.12,4.32,

,403-3,,,上部結(jié)構(gòu)鋼筋,,,13354008,,24.31,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第5頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,-a,,光圓鋼筋（R235）,kg,90761.000,461066,5.08,0.84,

,,-b,,帶肋鋼筋（HRB335、HRB400）,kg,2488985.000,12892942,5.18,23.48,

,403-4,,,附屬結(jié)構(gòu)鋼筋,,,2298977,,4.19,

,,-a,,光圓鋼筋（R235）,kg,15496.000,73916,4.77,0.13,

,,-b,,帶肋鋼筋（HRB335、HRB400）,kg,416678.000,2225061,5.34,4.05,

,403-5,,,焊接鋼筋網(wǎng),,,1187550,,2.16,

,,-a,,D10焊接鋼筋網(wǎng),kg,204750.000,1187550,5.80,2.16,

,404-1,,,干處挖土方,m3,2713.000,54965,20.26,0.10,

,404-2,,,水下挖土方,m3,894.000,18112,20.26,0.03,

,405-1,,,鉆孔灌注樁,m,,1048025,,1.91,

,,-a,,樁徑1.0m,m,114.800,93815,817.20,0.17,

,,-b,,樁徑1.2m,m,759.700,185162,243.73,0.34,

,,-d,,樁徑1.4m,m,136.000,37452,275.38,0.07,

,,-e,,樁徑1.5m,m,1906.000,528191,277.12,0.96,

,,-f,,樁徑1.6m,m,542.000,166492,307.18,0.30,

,,-h,,樁徑2.0m,m,80.000,36913,461.41,0.07,

,405-2,,,鉆取混凝土芯樣，直徑70mm(暫定工程量),m,100.000,,,,

,410-1,,,混凝土基礎(chǔ)（包括擴(kuò)大基礎(chǔ)、支撐梁、樁基承臺(tái)，但不包括樁基）,,,382355,,0.70,

,,-a,,C20混凝土基礎(chǔ),m3,58.290,17979,308.44,0.03,

,,-b,,C25混凝土基礎(chǔ),m3,1124.720,364376,323.97,0.66,

,410-2,,,混凝土下部結(jié)構(gòu)(含墩柱、橋臺(tái)、系梁、墩帽、蓋梁）,,,421477,,0.77,

,,-b,,C25混凝土,m3,344.240,179841,522.43,0.33,

,,-c,,C30混凝土,m3,3554.520,241636,67.98,0.44,

,410-3,,,現(xiàn)澆混凝土上部結(jié)構(gòu),,,1670687,,3.04,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第6頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,-b,,C35現(xiàn)澆混凝土,m3,178.800,83914,469.32,0.15,

,,-c,,C40現(xiàn)澆混凝土,m3,2456.800,1586773,645.87,2.89,

,410-4,,,預(yù)制混凝土上部結(jié)構(gòu),,,102671,,0.19,

,,-a,,C30混凝土,m3,150.460,102671,682.38,0.19,

,410-5,,,上部結(jié)構(gòu)現(xiàn)澆整體化混凝土,,,361233,,0.66,

,,-a,,C40混凝土,m3,43.140,19207,445.22,0.03,

,,-b,,C50混凝土,m3,716.810,342026,477.15,0.62,

,410-6,,,現(xiàn)澆混凝土附屬結(jié)構(gòu),,,909066,,1.66,

,,-b,,C25混凝土,m3,445.120,164596,369.78,0.30,

,,-c,,C30混凝土,m3,1201.620,663787,552.41,1.21,

,,-d,,C40混凝土,m3,36.300,18619,512.92,0.03,

,,-e,,C50混凝土,m3,7.580,4099,540.77,0.01,

,,-f,,C25過(guò)渡板,m3,121.200,57965,478.26,0.11,

,411-5,,,后張法預(yù)應(yīng)力鋼絞線(xiàn),,,2864666,,5.22,

,,-a,,Ф15.24mm1860MPa級(jí)鋼絞線(xiàn),kg,197427.000,2864666,14.51,5.22,

,411-8,,,預(yù)制預(yù)應(yīng)力混凝土上部結(jié)構(gòu),,,4298913,,7.83,

,,-b,,預(yù)應(yīng)力混凝土空心板,,,,,,

,,-4,,C50后張法預(yù)制預(yù)應(yīng)力混凝土空心板,m3,1171.440,863773,737.36,1.57,

,,-c,,預(yù)應(yīng)力混凝土箱型梁,,,,,,

,,-2,,C50預(yù)制預(yù)應(yīng)力混凝土,m3,4372.800,3435140,785.57,6.25,

,413-1,,,漿砌片石,,,160766,,0.29,

,,-a,,橋頭錐坡,m3,648.800,160766,247.79,0.29,

,413-4,,,漿砌預(yù)制混凝土塊,,,24363,,0.04,

,,-b,,C20混凝土預(yù)制空心六棱塊,m3,54.000,24363,451.17,0.04,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第7頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,415-2,,,水泥混凝土橋面鋪裝(C…),,,732857,,1.33,

,,-b,,C40混凝土橋面鋪裝,m3,320.300,128719,401.87,0.23,

,,-c,,C50混凝土橋面鋪裝,m3,1300.900,604138,464.40,1.10,

,415-3,,,橋梁縱向排水管,,,,,,

,,-g,,φ200mm；PVC管,m,138.000,,,,

,416-1,,,矩形板式橡膠支座,,,105346,,0.19,

,,-a,,矩形板式橡膠支座,,,,,,

,,-3,,150×200×42mm矩形板式橡膠支座,個(gè),192.000,25622,133.45,0.05,

,,-6,,250×250×63mm矩形板式橡膠支座,個(gè),72.000,30025,417.01,0.05,

,,-b,,矩形板式活動(dòng)支座,,,,,,

,,-3,,150×200×44mm矩形板式活動(dòng)支座,個(gè),88.000,25562,290.48,0.05,

,,-4,,200×200×51mm矩形板式活動(dòng)支座,個(gè),48.000,21550,448.96,0.04,

,,-9,,200×300×49mm矩形板式活動(dòng)支座,個(gè),4.000,2587,646.75,,

,416-2,,,圓形板式橡膠支座,,,261960,,0.48,

,,-a,,圓形板式橡膠支座,,,,,,

,,-4,,Ф350×66mm圓形板式橡膠支座,個(gè),256.000,172086,672.21,0.31,

,,-b,,圓形板式活動(dòng)支座,,,,,,

,,-2,,Ф250×65mm圓形板式活動(dòng)支座,個(gè),128.000,89874,702.14,0.16,

,416-4,,,盆式支座,個(gè),,266300,,0.48,

,,-a,,固定支座,,,,,,

,,-3,,3000GD盆式,套,1.000,4900,4900.00,0.01,

,,-7,,6000GD盆式,套,1.000,14600,14600.00,0.03,

,,-b,,單向活動(dòng)支座,,,,,,

,,-2,,2000DX盆式,套,2.000,8600,4300.00,0.02,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第8頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,-3,,2500DX盆式,套,2.000,9800,4900.00,0.02,

,,-4,,3000DX盆式,套,2.000,11400,5700.00,0.02,

,,-5,,3500DX盆式,套,2.000,14000,7000.00,0.03,

,,-7,,5000DX盆式,套,2.000,21800,10900.00,0.04,

,,-8,,6000DX盆式,套,3.000,43800,14600.00,0.08,

,,-13,,12500DX盆式,套,1.000,42900,42900.00,0.08,

,,-c,,雙向活動(dòng)支座,,,,,,

,,-2,,2000SX盆式,套,2.000,7600,3800.00,0.01,

,,-3,,2500SX盆式,套,2.000,9800,4900.00,0.02,

,,-5,,3500SX盆式,套,2.000,12000,6000.00,0.02,

,,-7,,5000SX盆式,套,3.000,29400,9800.00,0.05,

,,-8,,6000SX盆式,套,3.000,35700,11900.00,0.07,

,417-2,,,模數(shù)式伸縮裝置,,,774124,,1.41,

,,-a,,60型伸縮縫,m,92.520,157284,1700.00,0.29,

,,-b,,80型伸縮縫,m,99.400,178920,1800.00,0.33,

,,-d,,160型伸縮縫,m,78.200,437920,5600.00,0.80,

,419-1,,,單孔鋼筋混凝土圓管涵(Ф…m),,,370471,,0.67,

,,-c,,1-Φ1.0鋼筋混凝土圓管涵,m,203.630,84417,414.56,0.15,

,,-e,,1-Φ1.5鋼筋混凝土圓管涵,m,436.490,286054,655.35,0.52,

,420-1,,,鋼筋混凝土蓋板涵(…m?…m),,,769739,,1.40,

,,-a,,鋼筋混凝土暗蓋板涵(整體式基礎(chǔ)）,,,,,,

,,-8,,鋼筋混凝土暗蓋板涵，3m×3m,m,191.540,410568,2143.51,0.75,

,,-11,,鋼筋混凝土暗蓋板涵，4m×3.0m,m,46.000,131505,2858.80,0.24,

,,-13,,鋼筋混凝土暗蓋板涵，4m×4.0m,m,64.250,150642,2344.62,0.27,

,,,編制:歐汝,,,,,,復(fù)核:王晶,

,,,,,,,,,,,

總預(yù)算表,,,,,,,,,,

建設(shè)項(xiàng)目名稱(chēng):新余至宜春高速公路,,,,,,,,,,

編制范圍:A1標(biāo)段,,,,,,,,第9頁(yè),共10頁(yè),01表

項(xiàng),目,節(jié),細(xì)目,工程或費(fèi)用名稱(chēng),單位,數(shù)量,"預(yù)算金額

(元)",技術(shù)經(jīng)濟(jì)指標(biāo),"各項(xiàng)費(fèi)用比例

(%)",備注

,,-b,,鋼筋混凝土暗蓋板涵(分離式基礎(chǔ)）,,,,,,

,,-5,,鋼筋混凝土暗蓋板涵，2.5m×2.5m,m,37.500,45252,1206.72,0.08,

,,-7,,鋼筋混凝土暗蓋板涵，3m×2.5m,m,20.450,21675,1059.90,0.04,

,,-c,,鋼筋混凝土明蓋板涵,,,,,,

,,-2,,鋼筋混凝土明蓋板涵，2m×2m,m,5.000,4403,880.60,0.01,

,,-3,,鋼筋混凝土明蓋板涵，3m×2.5m,m,4.000,5694,1423.50,0.01,

,420-3,,,鋼筋混凝土蓋板通道涵(…m?…m),,,925548,,1.69,

,,-a,,鋼筋混凝土暗蓋板通道涵(整體式基礎(chǔ)）,,,,,,

,,-2,,鋼筋混凝土暗蓋板通道，4m×3.0m,m,22.750,64735,2845.49,0.12,

,,-4,,鋼筋混凝土暗蓋板通道，4m×4m,m,31.500,95843,3042.63,0.17,

,,-b,,鋼筋混凝土暗蓋板通道涵(分離式基礎(chǔ)）,,,,,,

,,-2,,鋼筋混凝土暗蓋板通道，4m×3.0m,m,28.750,51083,1