城市次干道預(yù)算表樣本

總概（預(yù)）算表建設(shè)項目名稱：某都市次干道編制范圍：第1頁共2頁01表項目節(jié)工程費用名稱單位數(shù)量概預(yù)算金額(元)技術(shù)經(jīng)濟指標(biāo)各項費用比例(%)備注第一部分建筑安裝工程費公路公里0.4575471360.89411972343.31100%一路基工程km0.4573525887.177715289.211場地清理km0.457206824.54525701清表m214823.1457865.183.9037062清淤m326684148959.355.5823472挖方m343780.9860802.419.66161挖路基土方m314593.63140713.69.6421252挖路基石方m329187.27720088.824.671333填方m3103614.2199337619.23841排水溝處2955.19477.5952漿砌片石邊溝m3/m54.4/1608594.66157.99/53.725擋土墻m3/m454613.11漿砌片石擋土墻m3/m5076.15/200.8454613.189.56/22646中央分隔帶km0.31721.322326.8391中央分隔帶回填土m3283.5721.322.544339二路面工程km0.457121026526482821路面基層m2417253.41水泥穩(wěn)定類基層m212891417253.432.367812透層m211330.921透層m26979.2911330.921.6235063設(shè)備的安裝拆除座2375714.65187857.31穩(wěn)定土設(shè)備的安裝拆除座164441.5164441.51總概（預(yù)）算表建設(shè)項目名稱：某都市次干道編制范圍：第2頁共2頁01表項目節(jié)工程費用名稱單位數(shù)量概預(yù)算金額(元)技術(shù)經(jīng)濟指標(biāo)各項費用比例(%)備注2瀝青料設(shè)備的安裝拆除座1311273.14311273.14瀝青混凝土面層m2361062.061粗粒式瀝青混凝土面層m26979.2978399.3611.233142中粒式瀝青混凝土面層m26979.29148311.521.250233細粒式瀝青混凝土面層m26979.29134351.219.249985路緣石m315644903.97287.846三橋梁涵洞工程km0.154219341.814242971涵洞工程m/道219341.81直徑1.5m圓管涵m/道154/2219341.81424.28/109670.9四利潤公路公里0.457346884.58759047.221五稅金公路公里0.457168982.34369764.42編制：復(fù)核：填表講明：1.本表反映一個單項或單位工程的各項費用組成，概（預(yù)）算金額，技術(shù)經(jīng)濟指標(biāo)等。2.本表“項”、“目”、“節(jié)”、“工程或費用名稱”、“單位”等應(yīng)按概（預(yù)）算項目表的序列內(nèi)容填列?！澳俊?、“節(jié)”可視需要增減，但“項”應(yīng)保留。3.“數(shù)量”、概（預(yù)）算金額由建筑安裝工程費計算表（03表），設(shè)備、工具、器具購置費用計算表（05表）和工程建設(shè)其他費用及回收金額計算表（06表）轉(zhuǎn)來。4.“技術(shù)經(jīng)濟指標(biāo)”以各項目概（預(yù)）算金額除以相應(yīng)數(shù)量計算：“各項費用比例”以各項概（預(yù)）算金額除以總（概）預(yù)算金額計算。人工、要緊材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：某都市次干道編制范圍：第1頁共4頁02表序號規(guī)格名稱單位總數(shù)量分項統(tǒng)計場外運輸損耗路基工程路面工程防護工程橋涵工程%數(shù)量1人工日27174.9811984.355654.2175.539360.92原木m313.410.7212.693鋼釬m3583.7583.74硝銨炸藥t4378.14378.15導(dǎo)火線t11091.111091.16一般雷管kg875.61875.617煤kg6.885.51.3810.068325號水泥t579.798516.8185.1157.875.799水t2237.311907.3470.72259.25122.310砂礫土kg5149.85149.8151.511中(粗)砂t658.42554.8623.180.4616.5812片石千塊6771.63363.826407.81167.713碎石(4cm)t38.8338.310.3914塊石m3938.03938.0319.3815石油瀝青m3156.97156.9716砂m3495.12495.1214.9517礦粉t156.5156.511.5718石屑m340140114.0119路面用碎石(1.5cm)m3291.8291.814.01人工、要緊材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：某都市次干道編制范圍：第2頁共4頁02表序號規(guī)格名稱單位總數(shù)量分項統(tǒng)計場外運輸損耗路基工程路面工程防護工程橋涵工程%數(shù)量1路面用碎石(2.5cm)t336.59336.59133.662路面用碎石(3.5cm)t103.62103.62110.363鋸材kg8.9951.3957.64鐵件kg49.249.25鐵釘t55.154.3750.7668—12號鐵絲t33.333.37青（紅）磚kg65.8465.848碎石（8㎝）t68.7468.7410.6879生石灰千塊39.4439.4410.3910土t359.6359.613.59611425號水泥m35512鋼模板m34.214.2113碎石(2cm)m3405.94405.9414.0514粘土t96.3196.3110.9631575kw內(nèi)履帶推土機臺班2848.422848.4216135kw內(nèi)履帶推土機臺班3.673.67170.6m臺班55.6355.63181m臺班36.9136.91193m3臺班3.153.15人工、要緊材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：某都市次干道編制范圍：第3頁共3頁02表序號規(guī)格名稱單位總數(shù)量分項統(tǒng)計場外運輸損耗路基工程路面工程防護工程橋涵工程%數(shù)量12m3以內(nèi)輪胎式裝載機臺班259.9226.93324t以內(nèi)自卸汽車臺班5.25.238t以內(nèi)自卸汽車臺班2137.922080.7257.2410t以內(nèi)自卸汽車臺班2319.622319.62512t以內(nèi)自卸汽車臺班49.3349.3366～8t光輪壓路機臺班19.5419.54712～15t光輪壓路機臺班47.347.389～16t輪胎式壓路機臺班5.755.7596000L以內(nèi)灑水汽車臺班10.410.41090kW以內(nèi)自行式平地機臺班9.659.6511120kW以內(nèi)自行式平地機臺班189.61189.6112200t/h以內(nèi)穩(wěn)定土廠拌設(shè)備臺班8.958.9513250L以內(nèi)強制及反轉(zhuǎn)式攪拌機臺班52.128.6443.48145t以內(nèi)汽車式起重機臺班76.1919.9256.271520t以內(nèi)汽車式起重機臺班3.323.321640t以內(nèi)汽車式載重機臺班23.2423.241775t以內(nèi)汽車式載重機臺班23.2423.2418100t/h以內(nèi)電動瀝青拌和設(shè)備臺班5.755.75192t/h以內(nèi)工業(yè)鍋爐臺班7.167.16206m以內(nèi)自找平瀝青攤鋪機臺班5.755.75編制：復(fù)核：填表講明：1.本表各欄數(shù)據(jù)由分項工程預(yù)算表（08表）及輔助生產(chǎn)工、料、機械臺班單位數(shù)量表（12表）統(tǒng)計而來。2.發(fā)生的冬、雨季及夜間施工增工及臨時設(shè)施用工，依照有關(guān)規(guī)定計算后列入本表有關(guān)項目內(nèi)建筑安裝工程費計算表建筑項目名稱：某都市次干道編制范圍：第1頁共4頁03表序號工程名稱單位工程量直接費（元）定額直接工程費（元）間接費（元）計劃利潤（元）費率7%稅金（元）綜合稅率3.41%建安工程費直接工程費其他直接費合計合計（元）單價（元）人工費材料費機械使用費合計1推土機推挖表土100m148.231259.724071.125331.1886.5925055.2824309.71059.191828.01952.8428895.3194.932裝載機裝表土1000m14.82316485.516485.5576.9915608.615608.6689.321140.85594.6618033.41216.583自卸汽車配合裝載機運表土1000m14.82311920.811920.8417.2320574.5811161.7498.361475.11768.8923316.91573.024挖掘機挖裝淤泥1000m26.684535.61123411168774090.7120967.7103865.24887.098809.84592.06139256.655219.55自卸汽車配合挖掘機運淤泥1000m26.6821456.421456.4750.9722207.3720090.24897.181617.32843.0125564.88958.26挖掘機挖裝土方1000m14.5933834.1335002.82520.2037522.9928800.62135.061500.911279.5348351120877推土機推土1000m14.591168.6674668.375836.95460.2681297.1768660.54625.813251.882772.2388822222058人工開炸石方100m291.8369384.83789471.6115885683437.661242293.6657615170686.5449691.7442362.213375993343999裝載機裝石1000m29.1886247.9486247.946209.8592457.7969056.45260.83698.3315216建筑安裝工程費計算表建筑項目名稱：某都市次干道編制范圍：第2頁共4頁03表序號工程名稱單位工程量直接費（元）定額直接工程費（元）間接費（元）計劃利潤（元）費率4%稅金（元）綜合稅率3.41%建安工程費直接工程費其他直接費合計合計（元）單價（元）人工費材料費機械使用費合計自卸汽車配合裝載機運石1000m29.18668288.05668288.0548116.74716404.7577318.940763.432865624429810253202563推土機路基推土1000m41.915652.661220484.971226137.6388281.91131441993681674790.4752576448211486608371652裝載機裝土1000m61.736983.8536983.852662.8439646.6929618.62255.90158513514484011210自卸汽車配合裝載機運土方1000m26.78470500.41470500.4133876.03504376.4529708.428699.0220175171995704491426124%穩(wěn)定土廠拌設(shè)備拌和1000m12.893830.06124371.4810327.38138528.929974.081485031034838449.825940506316795641989自卸汽車運輸4%混合料1000m12.8948728.817448728.81743508.4752237.2840497.42972.302089.41781.259080.3714770.04%基層混合料鋪筑1000m12.8956674.7956674.794080.5860755.379227.83456.982430.22071.568714.3217178.56%穩(wěn)定土廠拌設(shè)備拌和1000m12.893709.43149798.869634.56163142.8511746.29174889.11165129951.196995.55963.7197799.649449.9自卸汽車運輸混合料1000m12.8945553.7445553.743279.8748833.6137860.32778.631953.31665.255230.8113807.7基層混合料鋪筑1000m12.8910726.9510726.95772.3411499.298626.92654.31459.97392.1213005.693251.42建筑安裝工程費計算表建筑項目名稱：某都市次干道編制范圍：第3頁共4頁03表序號工程名稱單位工程量直接費（元）定額直接工程費（元）間接費（元）計劃利潤（元）費率4%稅金（元）綜合稅率3.41%建安工程費直接工程費其他直接費合計合計（元）單價（元）人工費材料費機械使用費合計穩(wěn)定土廠拌設(shè)備安裝拆除1座110284.8435608.7218918.4364811.994666.4669478.45463153953.322779.123697858019645瀝青混合料拌和設(shè)備拌和100m4.191201.5107769.426570.01135540.99758.94145299.81228128267.565811.9495416433441083自卸汽車運輸瀝青混合料100m4.1910799.3510799.35777.5511576.99276.66658.72463.07394.7130933273瀝青混合料鋪筑100m4.197269.767269.76523.427793.186238.91443.43311.72265.78814.02203瀝青混合料拌和設(shè)備拌和100m3.49995.16126123.0722139.62149257.810746.57160004.41160399104.256400.1545618096445241自卸汽車運輸瀝青混合料100m3.498991.388991.38647.389638.767726.86548.45385.55328.6109012725瀝青混合料鋪筑100m3.4916225.2616225.261168.2217393.485238.49989.69695.73593.1196724918瀝青混合料拌和設(shè)備拌和100m2.79795.5590039.4617637.4108472.47810.01116282.4994306616.474651.2396513151532878自卸汽車運輸瀝青混合料100m2.797190.337190.33517.707708.036177.1438.59308.32262.88717.72179瀝青混合料鋪筑100m2.794838.914838.91348.405187.314357.98295.16207.49176.85866.81466瀝青混和料拌和設(shè)備安裝拆除1座153367.43149940.03142735.3346042.824915.09370957.929880221107.511483812649419553104888建筑安裝工程費計算表建筑項目名稱：某都市次干道編制范圍：第4頁共4頁03表序號工程名稱單位工程量直接費（元）定額直接工程費（元）間接費（元）計劃利潤（元）費率4%稅金（元）綜合稅率3.41%建安工程費直接工程費其他直接費合計合計（元）單價（元）人工費材料費機械使用費合計透層1000㎡6.98179.289741.82416.4410337.54744.3011081.849925.56630.56443.27377.8125333133鋪砌磚人行道(平鋪)1000㎡2.747590.2829561.0737151.352674.9039826.25123762266.111593.0513584504311260預(yù)制混凝土路緣石10m31.561906.704865.96473.357246.01521.717767.726028.29441.98310.70264.88785.22196安裝混凝土路緣石10m31.56124860170.57125030.59002.20134032.71369.57626.465361.31457015159137897中間帶回填人工夯實填土100m2.83587.93587.9342.33630.26588.7235.8625.2121.49712.82178.2預(yù)制圓管涵10m15.2524862166073.1117104714749931061991581192280632.789969.8563247.68539181788328447082安裝圓管涵10m15.255223.9639141.439141.42818.1841959.5925959.642387.501678.381430.847456.2911864漿砌片石墻身10m507.6130306.05267039.5397345.522688.422688.4308632.922765.828263.0124094799136199784漿砌片石邊溝10m5.442127.044986.8216554.531191.9317746.4613101.61009.77709.85605.1200715017人工挖排水溝100m2.11857.3677．6548.79726.44677.9141.3329.0524.77821.59205.3填表講明：1.本表各欄數(shù)據(jù)之間關(guān)系，5—14均由08表轉(zhuǎn)來；15=（13+14）×15的費率；16=（13+14）×16的費率；17=（12+13+14）×17的費率；18=12+14+15+16+17；19=18÷4其他直接費、現(xiàn)場經(jīng)費及間接費綜合費率計算表建設(shè)項目名稱：某都市次干道編制范圍：第1頁共1頁04表序號項目其他直接費（%）間接費（%）冬季施工增加費雨季施工增加費夜間施工增加費行車干擾工程施工增加費安全文明施工措施費臨時設(shè)施費施工輔助費工地轉(zhuǎn)移費綜合費率現(xiàn)場治理費財務(wù)費用綜合費率差不多費用其他單項費用主副食運費補貼職工探親路費職工取暖補貼1人工土方0.32－－0.591.570.890.213.583.360.450.10－0.234.142機械土方0.33－－0.591.420.490.673.53.260.350.22－0.214.043汽車土方0.38－－0.210.920.160.402.071.440.370.14－0.212.164人工石方0.26－－0.591.600.850.223.523.450.340.10－0.224.115機械石方0.34－－0.591.970.460.433.793.280.330.22－0.204.036其他路面0.32－－1.021.870.740.754.73.280.220.16－0.303.967構(gòu)造物I0.27－－0.722.651.300.755.694.440.320.29－0.375.42編制：復(fù)核：填表講明；本表應(yīng)依照建設(shè)項目具體情況，按概（預(yù)）算編制方法有關(guān)規(guī)定填入數(shù)據(jù)計算。人工、材料、機械單價匯總表建設(shè)項目名稱：某都市次干道編制范圍：第1頁共2頁07表序號名稱單位代號預(yù)算金額（元）備注序號名稱單位代號預(yù)算金額（元）備注1原木m310886.1118路面用碎石(1.5cm)m332729.652鋼釬m33716.1419路面用碎石(2.5cm)t32829.653硝銨炸藥t25018.5520路面用碎石(3.5cmt32929.654導(dǎo)火線t25115.3221鋸材kg111230.135一般雷管kg25415.1222鐵件kg1504.536煤kg266216.4823鐵釘t1515.477325號水泥t242322.66248—12號鐵絲t1536.388水t2680.525青（紅）磚kg275225.639砂礫土kg28231.5226碎石（8㎝）t32327.7010中(粗)砂t28640.6927生石灰千塊27871.8811片石千塊30537.6728土t2805.2612碎石(4cm)t32041.5629425號水泥m3243338.3813塊石m334365.3430鋼模板m3324612.6314石油瀝青m32601447.0431碎石(2cm)m332029.6515砂m328538.1832粘土t2909.8716礦粉t315109.4233砂礫m328719.6117石屑m332532.4234其他材料費m33921.16人工、材料、機械單價匯總表建設(shè)項目名稱：某都市次干道編制范圍：第2頁共2頁07表序號名稱單位代號預(yù)算金額（元）備注序號名稱單位代號預(yù)算金額（元）備注10.6m臺班426427.361875t以內(nèi)汽車式載重機臺班7043165.7221m臺班430619.0919100t/h以內(nèi)電動瀝青拌和設(shè)備臺班7068620.8633m3臺班439646.49202t/h以內(nèi)工業(yè)鍋爐臺班533853.4342m3以內(nèi)輪胎式裝載機臺班438527.1216m以內(nèi)自找平瀝青攤鋪機臺班9481637.6354t以內(nèi)自卸汽車臺班647321.7922250L以內(nèi)強制及反轉(zhuǎn)式攪拌機臺班540143.3368t以內(nèi)自卸汽車臺班649439.462315t以內(nèi)平板推車臺班569127.22710t以內(nèi)自卸汽車臺班650577.06244000L以內(nèi)瀝青灑布機臺班656488.82812t以內(nèi)自卸汽車臺班651626.712575kw內(nèi)履帶推土機臺班403469.2996～8t光輪壓路機臺班458213.2226135kw內(nèi)履帶推土機臺班406811.951012～15t光輪壓路機臺班461295.9127人工工日117.0119～16t輪胎式壓路機臺班544257.9828126000L以內(nèi)灑水汽車臺班671431.68291390kW以內(nèi)自行式平地機臺班443701.193014200t/h以內(nèi)穩(wěn)定土廠拌設(shè)備臺班506911.8131155t以內(nèi)汽車式起重機臺班569439.28321620t以內(nèi)汽車式起重機臺班698984.15331740t以內(nèi)汽車式載重機臺班7021921.8534編制:復(fù)核：填表講明：本表預(yù)算單價要緊由“材料預(yù)算單價計算表”（09表）轉(zhuǎn)來。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路基工程第1頁共26頁08表編號工程項目清表合計工程細目推土機推挖表土裝載機裝表土自卸汽車配合裝載機運表土定額單位100m1000m1000m3工程數(shù)量148.2314.82314.823定額表號1-1-111-12-91-13-7工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.00.574.11260.074.11260.02135kw以內(nèi)履帶式推土機臺班811.950.229.624071.129.624071.133m臺班646.491.7225.516485.525.516485.548t以內(nèi)自卸汽車臺班439.461.8327.111920.827.111920.85定額直接費元1.016424309.724309.7105315608.615608.675311161.711161.751080.0651080.066人工費元1260.012607材料費元08機械費元24071.116485.511920.852477.49直接工程費元25331.116485.511920.853737.410其他直接費元3.5%886.59576.99417.231880.8111間接費元4.04%1059.19689.32498.462246.9712直接費間接費合計元27276.8817751.8112836.4957865.18編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路基工程第2頁共26頁08表編號工程項目清淤合計工程細目挖掘機挖裝淤泥自卸汽車配合挖掘機運淤泥定額單位1000m1000m工程數(shù)量26.6826.68定額表號1-3-11-11-7工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.010266.84535.6266.84535.6275kw以內(nèi)履帶式推土機臺班523.292.3362.1632527.762.1632527.730.6m3臺班427.367186.7679813.7186.7679813.748t以內(nèi)自卸汽車臺班439.461.8348.8221456.448.8221456.45定額直接費2103865.275320090.2420090.24123955.4123955.46人工費元266.84535.600266.84535.67材料費元0000008機械費元248.9211234148.8221456.4297.74133797.49直接工程費元11687721456.4138333.410其他直接費元3.5%4090.7750.974841.6711間接費元4.04%4887.09897.185784.2712直接費間接費合計元12585423104.55148959.35編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路基工程第3頁共26頁08表編號工程項目路塹挖土合計工程細目挖掘機挖裝土方自卸汽車配合運輸定額單位1000m1000m工程數(shù)量14.5914.59定額表號1-10-51-10-工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.0572.951240.1572.951240.15275kw以內(nèi)履帶式推土機臺班469.291.1717.18948.317.18948.330.6m3臺班427.363.551.136261.951.136261.948t以內(nèi)自卸汽車臺班439.4614.03204.7089956.455定額直接費元1194828421.328421.3577384228.0728421.328421.36人工費元1240.1572.951240.157材料費元0008機械費元45210.284228.0767.245210.29直接工程費元46450.3584228.07130678.410其他直接費元3.5%1625.762947.984573.7411間接費元4.04%1942.273521.915464.1812直接費間接費合計元50018.3890697.96140716.3編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路基工程第4頁共26頁08表編號工程項目路塹挖石合計工程細目人工開炸石方裝載機裝石自卸汽車配合裝載機運石定額單位100m1000m1000m工程數(shù)量291.8729.18729.187定額表號1-17-31-12-81-13-7工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日1738.911353.7193013.611353.7193013.62鋼釬kg16.142583.79421.6583.79421.63硝銨炸藥kg18.55154378.181212.84378.181212.84導(dǎo)火線米15.323811091.116991511091.11699155一般雷管個15.1230875.61132392.2875.61132392.26煤t216.480.0195.51200.55.51200.572m3以內(nèi)輪胎式裝載機臺班527.13.66106.856294.3106.856294.388t以內(nèi)自卸汽車臺班439.461.8353.423467.253.423467.29定額直接費元1.01974576151.4576151.4182353207.953207.975321977.821977.8651337.1651337.110人工費元11353.7193013.6000011353.7193013.611材料費元16934.01394142.1000016934.01394142.112機械費元00106.856294.353.423467.2160.279761.513直接工程費元587155.756294.323467.2666917.214其他直接費元3.79%22253.22133.55889.4125276.1615間接費元4.03%24559.182354.64981.5727895.3916直接費間接費合計元633968.0860782.4925338.18720088.8 分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路基工程第5頁共26頁08表編號工程項目路基填方合計工程細目推土機推土裝載機裝土自卸汽車配合裝載機運土方機械碾壓路基定額單位1000m1000m1000m1000m工程數(shù)量41.9161.761.7103.61定額表號1-14-21-12-21-11-7工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.05209.553562.353310.835284.11520.388846.46275kw以內(nèi)履帶式推土機臺班469.293.19133.762740.74133.762740.7432m3以內(nèi)輪胎式裝載機臺班527.12.22137721991377219948t以內(nèi)自卸汽車臺班439.4646.612875.841263816.62875.841263816.65120kW以內(nèi)自行式平地機臺班957.951.43148.1623141932.1148.162141932.166~8t光輪壓路機臺班213.221.83189.606340427.86189.60640427.86712~15t光路壓路機臺班295.918.52882.7572261216.7882.757261216.78定額直接費元1.0135456746.145674626824.213554718681.6718681.63704383771.44383771.412274391166023.39人工費元3562.355284.118846.4610材料費元11機械費元62740.74721991263816.6443576.66184233312直接工程費元66303.09721991263816.6448860.77185117913其他直接費元3.5%2320.612526.9744233.5815710.164791.2614間接費元4.04%2772.403018.9352845.2318768.777405.2615直接費間接費合計元71396.177744.91360895.4483339.61993376編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第6頁共26頁08表編號工程項目4%基層穩(wěn)定土廠拌運輸及鋪筑合計工程細目穩(wěn)定土廠拌設(shè)備拌和自卸汽車運輸混合料基層混合料鋪筑定額單位1000m1000m1000m工程數(shù)量12.8912.8912.89定額表號2-12-112-12-532-12-72工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.020.8268.14557.97.191.51903.6359.66461.52325號水泥t322.6613.733177.057116.7177.057116.73水m30.524309.4154.7309.4154.74砂礫土m331.52199.762574.981161.02574.981161.052m3以內(nèi)輪胎式裝載機臺班527.100.8410.85692.710.85692.76200t/h以內(nèi)穩(wěn)定土廠拌設(shè)備臺班911.810.395.04559.15.04559.178t以內(nèi)自卸汽車臺班439.462.2228.612568.628.612568.6890kW以內(nèi)自行式平地機臺班701.190.587.55258.97.55258.996～8t光輪壓路機臺班213.220.182.3490.42.3490.41012～15t光輪壓路機臺班295.911.519.35711.119.35711.1116000L以內(nèi)灑水汽車臺班431.680.45.22244.75.22244.712定額直接費元9003116048.791311768.6107313831.0141648.313人工費元4557.91903.66461.514材料費元138432.4138432.415機械費元10251.812568.623956.946777.316直接工程費元153242.112568.625860.5191671.217其他直接費元4.7%7202.38590.721215.449008.5418間接費元3.96%6353.60521.111072.217946.92分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第7頁共26頁08表編號工程項目4%基層穩(wěn)定土廠拌運輸及鋪筑合計工程細目穩(wěn)定土廠拌設(shè)備拌和自卸汽車運輸混合料基層混合料鋪筑定額單位1000m1000m1000m工程數(shù)量12.8912.8912.89定額表號2-12-112-12-532-12-72工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）19直接費間接費合計元166798.113680.4328148.15208626.7編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第8頁共26頁08表編號工程項目6%基層穩(wěn)定土廠拌運輸及鋪筑合計工程細目穩(wěn)定土廠拌設(shè)備拌和自卸汽車運輸混合料基層混合料鋪筑定額單位1000m1000m1000m工程數(shù)量12.8912.8912.89定額表號2-12-112-12-532-12-72工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.020.8268.14557.97.191.51903.6359.66461.52325號水泥t322.6613.733177.057116.7177.057116.73水m30.524309.4154.7309.4154.74砂礫土m331.52199.762574.981161.02574.981161.052m3以內(nèi)輪胎式裝載機臺班527.100.8410.85692.710.85692.76200t/h以內(nèi)穩(wěn)定土廠拌設(shè)備臺班911.810.395.04559.15.04559.178t以內(nèi)自卸汽車臺班439.462.2228.612568.628.612568.6890kW以內(nèi)自行式平地機臺班701.190.587.55258.97.55258.996～8t光輪壓路機臺班213.220.182.3490.42.3490.41012～15t光輪壓路機臺班295.911.519.35711.119.35711.1116000L以內(nèi)灑水汽車臺班431.680.45.22244.75.22244.712定額直接費元9003116048.791311768.6107313831.0141648.313人工費元4557.91903.66461.514材料費元138432.4138432.415機械費元10251.812568.623956.946777.316直接工程費元153242.112568.625860.5191671.217其他直接費元4.7%7202.38590.721215.449008.5418間接費元3.96%6353.60521.111072.217946.92分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第9頁共26頁08表編號工程項目6%基層穩(wěn)定土廠拌運輸及鋪筑合計工程細目穩(wěn)定土廠拌設(shè)備拌和自卸汽車運輸混合料基層混合料鋪筑定額單位1000m1000m1000m工程數(shù)量12.8912.8912.89定額表號2-12-112-12-532-12-72工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）19直接費間接費合計元166798.113680.4328148.15208626.7編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第10頁共26頁08表編號工程項目穩(wěn)定土廠拌設(shè)備安裝拆除合計工程細目穩(wěn)定土廠拌設(shè)備安裝拆除定額單位1座工程數(shù)量1定額表號2-13-1工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.064264210914642109142鐵件kg4.533535158.635158.63325號水泥t322.6636.0936.0911644.836.0911644.84水m30.515115175.515175.55中(粗)砂m340.69120.6120.64907.2120.64907.26片石m337.67172.48172.486497.3172.486497.37碎石(4cm)m341.5625.1325.131044.425.131044.48塊石m365.34156.71156.7110239.4156.7110239.49250L以內(nèi)強制及反轉(zhuǎn)式攪拌機臺班143.332.362.36338.32.36338.3105t以內(nèi)汽車式起重機臺班439.2819.9219.928750.519.9219.921120t以內(nèi)汽車式起重機臺班984.153.323.323267.43.323.3212定額直接費元46315463154631513人工費元109141091414材料費元34567.234567.215機械費元12356.212356.216直接工程費元57837.457837.4分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第11頁共26頁08表編號工程項目穩(wěn)定土廠拌設(shè)備安裝拆除合計工程細目穩(wěn)定土廠拌設(shè)備安裝拆除定額單位1座工程數(shù)量1定額表號2-13-1工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）17其他直接費元5.69%3290.953290.9518間接費元5.42%3313.163313.1619直接費間接費合計元64441.5164441.51編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第12頁共26頁08表編號工程項目6cm厚瀝青混凝土廠拌運輸及鋪筑合計工程細目瀝青混合料拌和設(shè)備拌和自卸汽車運輸瀝青混合料瀝青混合料鋪筑定額單位100m100m100m工程數(shù)量4.194.194.19定額表號2-25-242-25-432-25-61工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.017.975.01275.08.836.9627.3111.91902.32石油瀝青t1447.0412.4452.1753952.175393砂m338.1835.8150.05727.1150.05727.14礦粉t109.429.9941.94584.741.94584.75石屑m332.4241.21172.75598.9172.75598.96路面用碎石(1.5cm)m329.6524.73103.63072.3103.63072.37路面用碎石(2.5cm)m329.6532.97138.14094.7138.14094.78路面用碎石(3.5cm)m329.6524.73103.63072.3103.63072.392m3以內(nèi)輪胎式裝載機臺班527.101.094.62424.74.62424.710100t/h以內(nèi)電動瀝青拌設(shè)備臺班8620.860.552.319866.82.319866.8114t以內(nèi)自卸汽車臺班439.460.492.1922.92.1922.9122t/h以內(nèi)工業(yè)鍋爐臺班853.430.883.73157.73.73157.71312t以內(nèi)自卸汽車臺班692.713.7215.610806.315.610806.3146～8t光輪壓路機臺班213.221.14.6982.74.6982.71512～15t光輪壓路機臺班295.910.833.51035.73.51035.7166m以內(nèi)自找平瀝青攤鋪機臺班1637.630.552.33773.92.33773.9179～16t輪胎式壓路機臺班257.980.552.3593.42.3593.418其他材料費1.168.133.939.333.939.3分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第13頁共26頁08表編號工程項目6cm厚瀝青混凝土廠拌運輸及鋪筑合計工程細目瀝青混合料拌和設(shè)備拌和自卸汽車運輸瀝青混合料瀝青混合料鋪筑定額單位100m100m100m工程數(shù)量4.194.194.19定額表號2-25-242-25-432-25-61工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）19定額直接費元29313122821.522149276.714896238.9138337.120人工費元1275.0627.31902.321材料費元26561.326561.322機械費元26372.110806.36385.753564.123直接工程費元54208.410806.3701372027.724其他直接費元4.7%2547.79507.90329.613385.325間接費元3.96%2247.55448.04290.772986.3626直接費間接費合計元59003.7411762.247633.3878399.36編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第14頁共26頁08表編號工程項目5cm厚瀝青混凝土廠拌運輸及鋪筑合計工程細目瀝青混合料拌和設(shè)備拌和自卸汽車運輸瀝青混合料瀝青混合料鋪筑定額單位100m100m100m工程數(shù)量3.493.493.49定額表號2-25-272-25-432-25-61工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.017.862.11056.19.633.5569.695.61625.72石油瀝青t1447.0414.9152.075246.152.075246.13砂m338.1847.03164.16266.7164.16266.74礦粉t109.4217.2660.26587.160.26587.15石屑m332.4248.74170.15514.7170.15514.76路面用碎石(2.5cm)m329.6556.86198.45882.6198.45882.672m3以內(nèi)輪胎式裝載機臺班527.101.093.82005.13.82005.18100t/h以內(nèi)電動瀝青拌設(shè)備臺班8620.860.551.916379.61.916379.694t以內(nèi)自卸汽車臺班439.460.491.7751.51.7751.5102t/h以內(nèi)工業(yè)鍋爐臺班853.430.873.02560.33.02560.31112t以內(nèi)自卸汽車臺班626.713.7213.08147.213.08147.2126～8t光輪壓路機臺班213.221.13.8810.23.8810.21312～15t光輪壓路機臺班295.910.832.9858.12.9858.1146m以內(nèi)自找平瀝青攤鋪機臺班1637.630.551.93111.51.93111.5159～16t輪胎式壓路機臺班257.980.551.9490.21.9490.216其他材料費1.169.733.939.333.939.317定額直接費元33249116039.022147726.915015238.5129004.4分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第15頁共26頁08表編號工程項目5cm厚瀝青混凝土廠拌運輸及鋪筑合計工程細目瀝青混合料拌和設(shè)備拌和自卸汽車運輸瀝青混合料瀝青混合料鋪筑定額單位100m100m100m工程數(shù)量3.493.493.49定額表號2-25-272-25-432-25-61工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）18人工費元1056.1569.61625.719材料費元99518.599536.520機械費元21696.58147.25270.035113.721直接工程費元122271.18147.25839.6136275.922其他直接費元4.7%5746.74382.92274.464878.723間接費元3.96%5069.51337.79242.125843.824直接費間接費合計元133087.48867.916356.18148311.58867.916356.18編制：復(fù)核：填表講明：1.本表按具體分項工程項目數(shù)量、對應(yīng)概（預(yù)）算定額子目填寫，單價由07表轉(zhuǎn)來，金額=工、料、機各項的單價定額×數(shù)量。2.其他間接費、現(xiàn)場經(jīng)費按相應(yīng)項目定額基價×規(guī)定費率計算。3.間接費按相應(yīng)定額基價+其他直接費+現(xiàn)場經(jīng)費三項之和乘以間接費率計算。分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第16頁共26頁08表編號工程項目4cm厚瀝青混凝土廠拌運輸及鋪筑合計工程細目瀝青混合料拌和設(shè)備拌和自卸汽車運輸瀝青混合料瀝青混合料鋪筑定額單位100m100m100m工程數(shù)量2.792.792.79定額表號2-25-312-25-432-25-61工、料、機名稱單位單價（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）定額數(shù)量金額（元）數(shù)量金額（元）1人工工日17.017.849.7844.313.437.4635.687.11479.92石油瀝青t1447.0416.6246.467142.746.467142.73砂m338.1861.42171.46542.6171.46542.64礦粉t109.4219.4954.45949.954.45949.95石屑m332.4220.8758.21887.758.21887.76路面用碎石(1.5cm)m329.6567.45188.25579.7188.25579.77其他材料費元1.1616.144.952.144.952.182m3以內(nèi)輪胎式裝載機臺班527.101.083.01588.33.01588.39100t/h以內(nèi)電動瀝青拌和設(shè)備臺班8620.860.551.519843.11.519843.1104t以內(nèi)自卸汽車臺班439.460.491.4615.21.4615.2112t/h以內(nèi)工業(yè)鍋爐臺班853.430.872.42048.22.42048.21212t以內(nèi)自卸汽車臺班626.713.7210.46517.810.46517.8136～8t光輪壓路機臺班213.221.13.1661.03.1661.01412～15t光輪壓路機臺班295.910.832.3680.62.3680.6156m以內(nèi)自找平瀝青攤鋪機臺班1637.630.551.52456.41.52456.4169～16t輪胎式壓路機臺班257.980.551.5387.01.5387.017定額直接費元3563899430.022146177.115624358.0109965.1分項工程預(yù)算表編制范圍：某都市次干道工程名稱：路面工程第17頁共26頁08表編號工程項目4cm厚瀝青混凝土廠拌運輸及鋪筑合計工程細