分部分項工程和單價措施項目費用表市政橋梁

1、分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第1頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費管理費收益機械費暫估價附材費主材費設施費分部分項工程3031348.980土石方工程623170.140挖基坑土方m35902.0004.19024729.3800.323.480.250.14土壤類型:三類土挖土深度:1013mC1-0033發(fā)掘機挖溝槽、基坑土方（斗容量1.255.9024188.62024721.240316.803475.52252.19144.111000m3挖基坑石方m3538.000390.3

2、20209992.16094.97132.04138.8715.558.89巖石類型:較硬巖開鑿深度:10m13mC1-0071溝槽、基坑石方靜力爆破較硬巖100m35.38038390.780206542.4009454.3713203.7113349.68#866.55C1-0085履帶式液壓發(fā)掘機挖石碴斗容量（1.250.5386405.0903445.940422.405376.68385.64220.371000m3040202001001橋梁工作場所平坦1000.0002.0102010.0000.231.250.360.17部位:鋼筋加工廠場、料場平坦C2-0001路床槽整形路床

3、碾壓查驗10010.000200.3002003.00022.57124.6036.3516.78臺背回填砂礫石m31554.600122.690190733.8700.32119.652.440.180.10密實度要求:0.96上填方資料品種:砂礫石填方根源、運距:場外購買C1-0104溝槽回填機械碾壓振動壓路機15t溝槽15.54612269.140190736.05031.6811964.60244.0418.3410.48回填（槽底寬2.8m）砂礫石100m3臺背、錐坡土方回填平坦、碾壓m3348.0403.6001252.9400.320.082.870.210.12密實度要求:0.

4、96上工作內(nèi)容：包含臺背及錐坡土方平坦、碾壓C1-0105溝槽回填機械碾壓振動壓路機15t溝槽3.480359.8701252.35031.687.72287.1521.2012.12回填（槽底寬2.8m）土100m3分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第2頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費機械費管理費收益暫估價附材費主材費設施費錐坡砂性土回填借土及運輸m3287.84528.9508333.1100.325.0921.281.440.82填方根源、運距:借土回填、運距10Km填方資料品種:砂性

5、土密實度要求:0.96上工作內(nèi)容：包含錐坡砂性土借土購買、運輸C1-0017類土1000m30.2883787.9001090.920316.803112.72228.06130.32C1-0124換自卸汽車運土方（運距1km內(nèi)）12t實0.28820146.9905802.33090.8018158.61#690.03際101000m3DB-001購土費m3287.8455.0001439.2305.00橋臺臺后排水C10砼墊層m395.700357.38034201.27025.21322.300.566.372.94填方資料品種:C10砼墊層C3-0106換混凝土墊層換:碎石GD40商品

6、一般砼9.5703573.69034200.210252.053222.975.6463.6529.38C1010m3臺背回填片石m314.300109.7001568.7100.41101.435.671.500.69填方資料品種:片石C1-0278機械換填片石（20%碎石嵌縫）10m31.4301097.1101568.8704.141014.3256.6915.036.93臺背回填碎石m3138.000119.75016525.5000.41112.714.761.280.59密實度要求:0.96上填方資料品種:級配碎石填方粒徑要求:531.5mmC1-0276機械換填碎石10m313.

7、8001197.46016524.9504.141127.1047.5612.775.89余方棄置m36440.00020.780133823.2005.0014.290.950.54運距:10KmC1-0125換自卸汽車運土方（運距1km內(nèi)）20t實5.90215058.40088874.68013633.68906.64518.08際101000m3分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第3頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費管理費收益機械費暫估價附材費主材費設施費自卸汽車運石方（運距1km內(nèi)）

8、20t實C1-0134換1000m30.53823671.17012735.09021431.57#814.40際10DB-001棄置費m36440.0005.00032200.0005.00地基辦理與邊坡支護工程3958.870040201021001臺后排水外包無紡土工布83.40013.2701106.7203.558.440.880.40資料品種、規(guī)格:無紡土工布C1-0284鋪土工布軟土1000.8341326.5601106.350354.76843.7387.6340.44040309010001橋臺臺背防水層108.20026.3602852.1503.2921.890.810

9、.37部位:橋臺內(nèi)刷涂瀝青兩道資料品種、規(guī)格:90#石油瀝青C3-0489橋面防水層一涂瀝青（刷涂兩道直接費1001.0822635.7402851.870328.552188.5981.1537.45*2）橋涵工程2018580.630040303002001橋臺現(xiàn)澆C25混凝土基礎(chǔ)m3961.800400.090384806.56026.46353.168.028.523.93混凝土強度等級:C25C3-0108換混凝土基礎(chǔ)混凝土換:碎石GD40商品10m396.1803899.730375076.030264.593531.615.8966.8130.83一般砼C25C1-0396換混凝

10、土輸送高度（之內(nèi)）60m輸送泵車100m39.6181011.1009724.760742.91183.5084.69換:碎石GD40商品一般砼C25040303005001現(xiàn)澆C25混凝土墩(臺)身m31747.300484.070845815.51041.99358.8250.0422.7310.49部位:橋臺臺身混凝土強度等級:C25C3-0119換實體式橋臺混凝土換:碎石GD40商品10m3174.7304649.640812431.600398.773526.94426.14203.7594.04一般砼C25C1-0396換混凝土輸送高度（之內(nèi)）60m輸送泵車100m317.4731

11、911.17033393.870211.20612.62742.91235.67108.77換:碎石GD40商品一般砼C25040303004001現(xiàn)澆C30混凝土臺帽（包含擋塊及墊石）m339.200480.70018843.44041.99370.1739.2220.069.26部位:橋臺臺帽（包含擋塊及墊石）混凝土強度等級:C30分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第4頁共11頁單價剖析(元)項目名稱及項目項目編碼特點描繪單位工程量單價(元)合價(元)資料費此中:人工費機械費管理費收益暫估價附材費主材費設施費C3-0115C1-0396換040303011

12、001C3-0147換C1-0396換040303019001A7-132換040303019002C2-0105換C2-0112換C2-0116換040304005001C3-0276換C3-0281臺帽混凝土碎石GD40商品一般砼C30混凝土輸送高度（之內(nèi)）60m輸送泵車換:碎石GD40商品一般砼C30現(xiàn)澆C50后張法預應力鋼筋砼T梁部位:現(xiàn)澆T梁混凝土強度等級:C50支架上現(xiàn)澆箱梁混凝土換:碎石GD20商品一般砼C50混凝土輸送高度（之內(nèi)）60m輸送泵車換:碎石GD20商品一般砼C50橋面鋪裝水性浸透型無機防水層每平方米用量：0.25L/m2水泥基浸透結(jié)晶型防水涂料涂膜1mm厚平面實質(zhì)4

13、橋面鋪裝6cm厚AC-13C細粒式改性瀝青砼瀝青品種:改性瀝青瀝青混凝土種類:細粒式改性瀝青混凝土石料粒徑:AC-13C攪合料:輝綠巖厚度:6cm細粒式瀝青混凝土路面機械攤鋪厚5cm實質(zhì)6瀝青混淆料制作瀝青混凝土細粒式改性自卸汽車運輸瀝青混淆料裝載質(zhì)量12t之內(nèi)1km內(nèi)實質(zhì)10預制及安裝C30混凝土人行道縱梁及步道板部位:人行道縱梁及步道板緣石、人行道、錨錠板混凝土換:碎石GD40商品一般砼C30人行道板安裝、表面抹沙漿10m33.9204614.27018087.940398.773638.89317.89177.0281.70100m30.3921926.170755.060211.206

14、27.62742.91235.67108.77m3257.600625.490161126.22060.18470.6153.6228.1112.9710m325.7606047.820155791.840580.724628.83461.89257.52118.86100m32.5762071.6705336.620211.20773.12742.91235.67108.771008.60078.79079467.5902.8574.910.700.3310010.0867879.39079471.530285.147491.3170.4332.51738.33378.77058158.49

15、01.0770.345.121.530.711007.383424.0103130.47032.1063.80232.5765.3730.1710m34.43012012.99053217.550125.4011617.65165.0871.7533.11100m30.4434083.0001808.7703000.00741.00342.00m348.200810.74039077.670256.13461.340.5963.4129.2710m34.8204969.42023952.600933.603690.785.89232.05107.1010m34.8203137.89015124

16、.6301627.69922.60402.04185.56分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第5頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費管理費機械費收益附材費主材費設施費暫估價040309001001金屬欄桿m82.0001495.960122668.720191.051110.7791.9769.9132.26欄桿材質(zhì)、規(guī)格:不銹鋼管、A3鋼板C3-0457不銹鋼欄桿制作安裝t3.16932295.420102344.1903302.9225503.241687.66#568.93C3-0456鋼

17、管欄桿制作安裝t3.1696292.10019939.6601621.173149.06688.19570.41263.27C3-0553換鋼筋制作、安裝10以上t0.1013815.750385.390612.582813.47123.85181.9083.95040309004001GYZF4400X56(NR)mm支座個20.000893.94017878.80088.22773.8521.8110.06規(guī)格、型號:GYZF4400X56(NR)mm形式:滑板式支座材質(zhì):聚四氟乙烯板+天然橡膠+不銹鋼板C3-0460四氟板式橡膠支座安裝dm3140.700127.07017878.750

18、12.54110.003.101.43040309007001橋梁伸縮裝置m54.000503.49027188.46042.29359.2563.6926.1812.08規(guī)格、型號:GQF-C40模數(shù)式伸縮縫混凝土強度等級:C50C3-0475伸縮縫模數(shù)式10m5.4003845.27020764.460296.572576.15635.92230.33106.30C3-0481預留槽混凝土碎石GD20商品一般砼10m31.1705490.3206423.670583.114690.864.30145.0966.96C50040309009001橋面排(泄)水管m6.000175.84010

19、55.04061.7086.315.5615.247.03資料品種:鑄鐵排水管管徑:1147500mmC3-0486換泄水孔鑄鐵管安裝泄水管10m0.600517.290310.370195.62195.4655.5948.3222.30C3-0487泄水孔鑄鐵管安裝雨水口石油瀝青瑪10個1.200620.540744.650210.67333.8152.0424.02蹄脂040303020001混凝土橋頭搭板及枕梁m3124.670423.35052779.04043.01364.010.5910.774.97混凝土強度等級:C30C3-0165現(xiàn)澆橋頭搭板混凝土碎石GD40商品普10m31

20、2.4674233.54052779.540430.123640.135.89107.6949.71通砼C30040305001001錐坡濾水墊層m322.700189.9004310.73025.90154.656.402.95分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第6頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費管理費收益機械費暫估價附材費主材費設施費濾水層要求:10cm厚砂礫墊層C1-0169砌筑護坡砂濾層10m32.2701898.9304310.570258.951546.5063.9629.520

21、40305003001M7.5漿砌片石錐坡m3108.600700.70076096.020227.71239.51111.1583.7038.63部位:橋臺錐坡資料品種、規(guī)格:M7.5漿砌片石C3-0105碎石墊層10m32.2701647.9003740.730409.431080.867.20102.9147.50C3-0355漿砌塊石墩臺身、基礎(chǔ)水泥沙漿中砂10m310.8605069.01055049.4501250.871891.281083.98576.71266.17M10C1-0264勾凸縫塊石面漿砌水泥沙漿121009.2571869.38017304.8501103.52

22、325.9630.51280.11129.28040305003002M7.5漿砌片石橋底鋪砌m3235.500549.080129308.340149.99196.48109.0963.9929.53部位:橋底鋪砌資料品種、規(guī)格:M7.5漿砌片石C3-0355漿砌塊石墩臺身、基礎(chǔ)水泥沙漿中砂10m323.5505069.010119375.1901250.871891.281083.98576.71266.17M10C1-0264勾凸縫塊石面漿砌水泥沙漿121005.3141869.3809933.8901103.52325.9630.51280.11129.28鋼筋工程385639.340

23、040901001001現(xiàn)澆構(gòu)件鋼筋HRB400t64.7563617.350234245.120617.412607.16124.83183.3484.61鋼筋種類:HRB400C3-0553換鋼筋制作、安裝10以上t65.2673589.030234245.220612.582586.75123.85181.9083.95040901001002現(xiàn)澆構(gòu)件鋼筋HPB300t9.2623761.90034842.720879.682520.3832.53225.32103.99鋼筋種類:HPB300C3-0552換鋼筋制作、安裝10之內(nèi)t9.2623761.90034842.720879.68

24、2520.3832.53225.32103.99040901002001預制構(gòu)件鋼筋HRB400t0.5114591.3202346.1601225.162586.75247.70363.80167.91鋼筋種類:HRB400C3-0553換人行道鋼筋制作、安裝10以上（小型t0.5114591.3202346.1601225.162586.75247.70363.80167.91構(gòu)件人工、機械*2）分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第7頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費機械費管理費收益暫估價

25、附材費主材費設施費040901002002預制構(gòu)件鋼筋HPB300t4.0895003.43020459.0301759.362520.3865.07450.63207.99鋼筋種類:HPB300C3-0552換人行道鋼筋制作、安裝10之內(nèi)（小型t3.6995003.43018507.6901759.362520.3865.07450.63207.99構(gòu)件人工、機械*2）10之內(nèi)（小型C3-0552換人行道鋼筋制作、安裝t0.3905003.4301951.3401759.362520.3865.07450.63207.99構(gòu)件人工、機械*2）040901006001后張法預應力鋼筋(鋼絲束、

26、鋼絞線)t5.74614854.03085351.2601162.1912907.30268.18353.30163.06部位:25米長現(xiàn)澆T型梁預應力筋種類:低廢弛高強度鋼絞線預應力筋規(guī)格:fpk=1860MPa，d=15.24mm錨具種類、規(guī)格:M15-10圓形錨具沙漿強度等級:M50預應力管道材質(zhì)、規(guī)格:圓形金屬漣漪管SBG-75C3-0575后張法預應力鋼絞線OVM錨束長40m內(nèi)t5.7465126.36029456.060645.183980.81196.52207.9095.9512孔內(nèi)C3-0574換后張法預應力M15-10錨具安裝換:組40.000341.25013650.00

27、0341.25C3-0580換壓漿管道漣漪管100m4.9308000.14039440.690433.267410.47107.0249.39C3-0582壓漿素水泥漿10m30.21812864.6102804.4803829.095082.571888.79#651.84040901007001梁底預埋鋼板t1.1767138.6508395.0502006.153324.14796.58692.27319.51資料種類:A3鋼板資料規(guī)格:66020480C3-0551換鋼板預埋一般預埋t1.1766662.5507835.1601924.892981.00780.15668.14308

28、.37C3-0553換鋼筋制作、安裝10以上t0.1563589.030559.890612.582586.75123.85181.9083.95單價舉措項目722931.140041101腳手架工程3753.200分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第8頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費管理費收益機械費暫估價附材費主材費設施費041101001001墻面腳手架(臺身)177.62421.1303753.20012.163.930.483.121.44墻高:6.5m8.0mC1-0340鋼管腳手

29、架雙排10m之內(nèi)1001.7762113.6003753.7501216.63393.0447.56312.25144.12041102混凝土模板及支架504976.200041102002001基礎(chǔ)模板314.76847.57014973.51022.8916.030.295.722.64構(gòu)件種類:橋臺基礎(chǔ)C3-0109模板1031.477475.76014975.500228.86160.342.9057.2426.42041102005001墩(臺)身模板1659.28369.490115303.58029.1521.725.958.674.00構(gòu)件種類:橋臺臺身支模高度:8mC3-01

30、20實體式橋臺模板10185.909620.290115317.490260.21193.8753.1077.3935.72041102004001墩(臺)帽模板81.07469.1405605.46030.8919.675.468.984.14構(gòu)件種類:臺帽、擋塊、墊石支模高度:0.4mC3-0116臺帽模板105.299620.3103287.020253.94202.4353.1075.8435.00C3-0474支座墊石模板102.808825.6802318.510412.57185.8957.52116.1153.59041102013001梁模板1762.347103.97018

31、3231.22049.2828.496.1813.706.32構(gòu)件種類:現(xiàn)澆T梁支模高度:1.7mC3-0148支架上現(xiàn)澆箱梁模板10176.2351039.780183245.630492.82284.9461.80136.9963.23041102021001小型構(gòu)件模板301.49939.02011764.49020.137.662.915.692.63構(gòu)件種類:人行道縱梁及蓋板C3-0277緣石、人行道、錨錠板模板1030.150390.11011761.820201.2776.5529.1256.9126.26041102037001搭板、枕梁模板41.38450.6402095.6

32、9025.8314.870.456.493.00構(gòu)件種類:搭板、枕梁分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第9頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費機械費管理費收益暫估價附材費主材費設施費C3-0166現(xiàn)澆橋頭搭板模板102.302607.5601398.600265.22240.684.3566.5830.73C3-0168枕梁模板101.837379.550697.230249.5533.414.7862.8228.99041102040001現(xiàn)澆T梁滿堂鋼管支架m34655.00036.9501

33、72002.25013.174.0811.025.942.74部位:現(xiàn)澆T梁材質(zhì):鋼管支架種類:滿堂架100m3C3-0183橋梁支架滿堂式鋼管支架空間體46.5502557.650119058.6101090.35111.27707.14443.98204.91積C1-0029換發(fā)掘機平坦支架基底土方（斗容量1.251000m30.2194531.310992.360373.823728.77272.82155.90C3-0191支架預壓10m327.8401868.01052005.400376.20496.70631.38248.87114.86041103圍堰29016.2300411

34、03001001圍堰m3118.125245.64029016.230108.8469.1720.8232.0314.78圍堰種類:土袋圍堰圍堰頂寬及底寬:頂1.5,底3m圍堰高度:1.5mC3-0583編織袋圍堰100m31.18124568.87029015.84010885.976918.302082.85#1478.45041104便道及便橋138690.310041104001001便道300.00064.52019356.0003.3839.8617.142.771.37構(gòu)造種類:級配碎石便道資料種類:5-31.5mm級配碎石寬度:6m填料根源：路基挖石方，運距200mC1-0093填土碾壓1000m30.5402977.3301607.760316.8051.002332.66176.19100.68分部分項工程和單價舉措項目花費表工程名稱：*道路改擴建工程-橋梁工程第10頁共11頁單價剖析(元)項目編碼項目名稱及項目單位工程量單價(元)合價(元)資料費此中:特點描繪人工費管理費收益機械費暫估價附材費主材費設施費C1-0130自卸汽車運石方（運距0.5km內(nèi)）1