超好用工程量计算书.xls

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1、工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注基础土方开挖公式 h/6ab+(a+a1)*(b+b1)+a1b1一基面土方挖除1项目部场地土方挖运方格1 (1.66+0+0+0)/4*10*1041.50方格2 (1.66+2.81+0+0)/4*10*10111.75方格3 (2.81+3.01+0+0)/4*10*10145.50方格4 (3.01+2.85+3.31+0)/4*10*10229.25方格5 (1.68+1.66+0+0)/4*10*1083.50方格6 (1.68+1.66+2.71+2.81)/4*10*10221.50方格7 (2.71

2、+2.81+2.71+3.01)/4*10*10281.00方格8 (2.71+3.01+3.40+2.85)/4*10*10299.25方格9 (0.66+1.68+0+0)/4*10*1058.50方格10 (0.66+1.68+0.97+2.71)/4*10*10150.50方格11 (0.97+2.71+0.97+2.71)/4*10*10184.00方格12 (0.97+2.71+1.81+3.40)/4*10*10222.25方格13 (0.41+0.66+0+0)/4*10*1026.75方格14 (0.41+0.66+0.81+0.97)/4*10*1071.25方格15 (0

3、.81+0.97+0.81+0.97)/4*10*1089.00方格16 (0.81+0.97+1.16+1.81)/4*10*10118.75方格17 (0.41+0+0+0)/4*5*105.13方格18 (0.41+0.81+0+0)/4*5*1015.25方格19 (0.81+0.81+0+0)/4*5*1020.25方格20 (3.31+1.16+0.81+0)/4*5*1066.00合计2440.882440.88m32点1214基面土方挖运(3.436+3.031)*0.5-(2.686+2.551)*0.5)*20*50615.000(3.031+3.326)*0.5-(2.5

4、37+2.551)*0.5)*20*50634.500小计1249.501249.50基面以上挖土方合计3690.3753690.375m3A二基面以下土方回填以下为旋喷桩范围1CB8-1崎沟溪边L=240米CB8-1边2.5米水深水塘回填(1.0+2.5)*20*553850.000崎沟溪边2.5米水深水塘回填(1.0+2.5)*20*27.51925.000CB8-1崎沟溪边基面回填(2.305-0.979)+(2.392-2.089)+(2.25-2.099)+(2.539-1.637)+(2.73-1.937)+(2.907-1.937)/6*20*2403556.0002跨崎沟溪段回

5、填土L=140米围堰及引水另计(2.907-1.93)+(3.377-1.786)+(2.992-3.096)/3*20*1402299.7333崎沟溪边至CB13-C方向210米处L=210米(2.992-3.096)+(2.816-2.601)+(2.681-2.681)+(2.537-2.537)+(2.551-2.551)+(2.686-2.686)/6*20*21077.7004CB13-C方向210米处至BRT边L=265米第 1 页，共 11 页2.0米水深水塘回填 (1.0+2.0)*20*1358100.000CB13-C方向210米处至BRT边基面回填(2.686-2.68

6、6)+(2.711-1.171)+(2.911-1.171)+(3.036-1.511)+(3.065-1.931)+(3.471-2.051)/6*20*2656500.4505CB14CB16处基面回填（3.311-(3.375+2.271+3.315)/3）*20*(16.88+16.9)218.894钢板桩范围合计26527.77826527.778m3B三基坑土方开挖CB8-1至崎沟溪边 总240米、按25米施工段计算、按9.6段240/259.6001第12段H1 (2.35+2.55)/2+0.85+1.34.6005.749基坑内H2 (2.392+2.305)/2-(-(2.

7、35+2.55)/2+3.65)1.149放坡段基坑内 5.92*4.6*25.6697.139两侧边(7.12+1.149*2+5.92)/2*(4.6+1.149)*(4.6+1.149)*0.5*2253.468放坡段 (7.12+7.12+1.149*2)*1.149*0.5*25.6243.228小计2387.6702387.670C2第34段H1 (2.35+2.55)/2+0.85+1.34.6005.721基坑内H2 (2.392+2.250)/2-(-(2.35+2.55)/2+3.65)1.121放坡段基坑内 5.92*4.6*25.6697.139两侧边(7.12+1.1

8、21*2+5.92)/2*(4.6+1.121)*(4.6+1.121)*0.5*2250.089放坡段 (7.12+7.12+1.121*2)*1.121*0.5*25.6236.497小计2367.4502367.450C3第56段H1 (2.35+2.55)/2+0.85+1.34.6005.795基坑内H2 (2.539+2.250)/2-(-(2.35+2.55)/2+3.65)1.195放坡段基坑内 5.92*4.6*25.6697.139两侧边(7.12+1.195*2+5.92)/2*(4.6+1.195)*(4.6+1.195)*0.5*2259.085放坡段 (7.12+7

9、.12+1.195*2)*1.195*0.5*25.6254.372小计2421.1942421.194C4第78段H1 (2.35+2.55)/2+0.85+1.34.6006.035基坑内H2 (2.539+2.730)/2-(-(2.35+2.55)/2+3.65)1.435放坡段基坑内 5.92*4.6*25.6697.139两侧边(7.12+1.435*2+5.92)/2*(4.6+1.435)*(4.6+1.435)*0.5*2289.731放坡段 (7.12+7.12+1.435*2)*1.435*0.5*25.6314.276小计2602.2932602.293C5第910段H

10、1 (2.35+2.55)/2+0.85+1.34.6006.219基坑内H2 (2.907+2.730)/2-(-(2.35+2.55)/2+3.65)1.619放坡段基坑内 5.92*4.6*25.6697.139两侧边(7.12+1.619*2+5.92)/2*(4.6+1.619)*(4.6+1.619)*0.5*2314.784工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 2 页，共 11 页放坡段 (7.12+7.12+1.619*2)*1.619*0.5*25.6362.200小计2198.5972198.597C跨崎沟溪跨崎沟溪、总140米按

11、6施工段计算、140/623.336第1116段H1 (2.35+2.55)/2+0.85+1.34.6007.692基坑内H2(2.907+3.377+2.992)/3-(-(2.35+2.55+4.85*2)/4+3.65)3.092放坡段基坑内 5.92*4.6*23.33635.323两侧边(7.12+3.092*2+5.92)/2*(4.6+3.092)*(4.6+3.092)*0.5*2568.712放坡段 (7.12+7.12+3.092*2)*3.092*0.5*23.33736.657小计10479.73110479.731C崎沟溪边至往CB13-C方向210米总210米按8

12、施工段计算(按200米,余10米计入下段)7第1718段H1 (2.35+2.00)/2+0.85+1.34.3255.754基坑内H2 (2.816+2.992)/2-(-(2.35+2.0)/2+3.65)1.429放坡段基坑内 5.92*4.325*25.6655.462两侧边(7.12+1.429*2+5.92)/2*(4.325+1.429)*(4.325+1.429)*0.5*2263.180放坡段 (7.12+7.12+1.429*2)*1.429*0.5*25.6312.743小计2462.7702462.770C8第1920段H1 (2.35+2.00)/2+0.85+1.3

13、4.3255.567基坑内H2 (2.816+2.618)/2-(-(2.35+2.0)/2+3.65)1.242放坡段基坑内 5.92*4.325*25.6655.462两侧边(7.12+1.242*2+5.92)/2*(4.325+1.242)*(4.325+1.242)*0.5*2240.556放坡段 (7.12+7.12+1.242*2)*1.242*0.5*25.6265.871小计2323.7802323.780C9第2122段H1 (2.35+2.00)/2+0.85+1.34.3255.428基坑内H2 (2.537+2.618)/2-(-(2.35+2.0)/2+3.65)1

14、.103放坡段基坑内 5.92*4.325*25.6655.462两侧边(7.12+1.103*2+5.92)/2*(4.325+1.103)*(4.325+1.103)*0.5*2224.598放坡段 (7.12+7.12+1.103*2)*1.103*0.5*25.6232.191小计2224.5032224.503C10第2324段H1 (2.35+2.00)/2+0.85+1.34.3255.394基坑内H2 (2.537+2.551)/2-(-(2.35+2.0)/2+3.65)1.069放坡段基坑内 5.92*4.325*25.6655.462两侧边(7.12+1.069*2+5.

15、92)/2*(4.325+1.069)*(4.325+1.069)*0.5*2220.804放坡段 (7.12+7.12+1.069*2)*1.069*0.5*25.6224.103小计2200.7392200.739C往CB13-C方向210米至BRT车站边总265+10计275米按11施工段计算11第2526段工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 3 页，共 11 页H1 (1.35+2.00)/2+0.85+1.33.8254.469基坑内H2 (2.686+2.551)/2-(-(1.35+2.0)/2+3.65)0.644放坡段基坑内 5.

16、92*3.825*25.6579.686两侧边(7.12+0.644*2+5.92)/2*(4.325+0.644)*(4.325+0.644)*0.5*2176.886放坡段 (7.12+7.12+0.644*2)*0.644*0.5*25.6128.000小计1769.1461769.146C12第2728段H1 (1.35+2.00)/2+0.85+1.33.8254.549基坑内H2 (2.686+2.711)/2-(-(1.35+2.0)/2+3.65)0.724放坡段基坑内 5.92*3.825*25.6579.686两侧边(7.12+0.724*2+5.92)/2*(4.325+

17、0.724)*(4.325+0.724)*0.5*2184.667放坡段 (7.12+7.12+0.724*2)*0.724*0.5*25.6145.384小计1819.4741819.474C13第2930段H1 (1.35+2.00)/2+0.85+1.33.8254.661基坑内H2 (2.911+2.711)/2-(-(1.35+2.0)/2+3.65)0.836放坡段基坑内 5.92*3.825*25.6579.686两侧边(7.12+0.836*2+5.92)/2*(4.325+0.836)*(4.325+0.836)*0.5*2195.934放坡段 (7.12+7.12+0.83

18、6*2)*0.836*0.5*25.6170.271小计1891.7831891.783C14第3132段H1 (1.35+2.00)/2+0.85+1.33.8254.824基坑内H2 (2.911+3.036)/2-(-(1.35+2.0)/2+3.65)0.999放坡段基坑内 5.92*3.825*25.6579.686两侧边(7.12+0.999*2+5.92)/2*(4.325+0.999)*(4.325+0.999)*0.5*2213.126放坡段 (7.12+7.12+0.999*2)*0.999*0.5*25.6207.639小计2000.9022000.902C15第3334

19、段H1 (1.35+2.00)/2+0.85+1.33.8254.901基坑内H2 (3.065+3.036)/2-(-(1.35+2.0)/2+3.65)1.076放坡段基坑内 5.92*3.825*25.6579.686两侧边(7.12+1.076*2+5.92)/2*(4.325+1.076)*(4.325+1.076)*0.5*2221.581放坡段 (7.12+7.12+1.076*2)*1.076*0.5*25.6225.764小计2054.0632054.063C16第35段H1 (1.35+2.00)/2+0.85+1.33.8255.118基坑内H2 (3.065+3.471

20、)/2-(-(1.35+2.0)/2+3.65)1.293放坡段基坑内 5.92*3.825*25.6579.686两侧边(7.12+1.293*2+5.92)/2*(4.325+1.293)*(4.325+1.293)*0.5*2246.593放坡段 (7.12+7.12+1.293*2)*1.293*0.5*25.6278.477小计1104.7571104.757C钢板桩范围基坑长262.10米、已扣除凿石段、按10段施工，最后一段长度暂按37.10米工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 4 页，共 11 页17第36段H1 2.02.0005

21、.498基坑内H2 (3.065+3.471)/2+0.233.498放坡段基坑内 5.20*2.0*25.6266.240两侧边(5.20+7.6+3.498*0.7*2)/2*(2.0+3.498)*(2.0+3.498)*0.7*0.5*2187.233放坡段 (7.60+7.60+3.498*2)*3.498*0.5*25.6993.813小计1447.2851447.285C18第3940段H1 2.02.0005.891基坑内H2 (3.571+3.751)/2+0.233.891放坡段基坑内 5.20*2.0*25.6266.240两侧边(5.20+7.6+3.891*0.7*2

22、)/2*(2.0+3.891)*(2.0+3.891)*0.7*0.5*2221.639放坡段 (7.60+7.60+3.891*2)*3.891*0.5*25.61144.614小计3264.9873264.987C19第4142段H1 2.02.0005.991基坑内H2 (3.771+3.751)/2+0.233.991放坡段基坑内 5.20*2.0*25.6266.240两侧边(5.20+7.6+3.991*0.7*2)/2*(2.0+3.991)*(2.0+3.991)*0.7*0.5*2230.987放坡段 (7.60+7.60+3.991*2)*3.991*0.5*25.6118

23、4.248小计3362.9493362.949C20第4344段H1 2.02.0005.954基坑内H2 (3.771+3.676)/2+0.233.954放坡段基坑内 5.20*2.0*25.6266.240两侧边(5.20+7.6+3.954*0.7*2)/2*(2.0+3.954)*(2.0+3.954)*0.7*0.5*2227.500放坡段 (7.60+7.60+3.954*2)*3.954*0.5*25.61169.524小计3326.5273326.527C21第4546段H1 2.02.0005.791基坑内H2 (3.446+3.676)/2+0.233.791放坡段基坑内

24、 5.20*2.0*25.6266.240两侧边(5.20+7.6+3.791*0.7*2)/2*(2.0+3.791)*(2.0+3.791)*0.7*0.5*2212.535放坡段 (7.60+7.60+3.791*2)*3.791*0.5*25.61105.492小计3168.5353168.535C22第47段 长37.10米H1 2.02.0005.609基坑内H2 (3.446+3.311)/2+0.233.609放坡段基坑内 5.20*2.0*37.7392.080两侧边(5.20+7.6+3.609*0.7*2)/2*(2.0+3.609)*(2.0+3.609)*0.7*0.

25、5*2196.580放坡段 (7.60+7.60+3.609*2)*3.609*0.5*37.71525.089小计2113.7492113.749C岩石开挖地段长44米、按2个施工段施工44/222工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 5 页，共 11 页23第3738段H1 3.13.100基坑内H2 (3.471+3.571)/2-0.97-1.01.551高度变化段H3 1.01.000放坡段基坑内 3.6*3.1*22.6252.216两侧边 3.6*1.551*22.6126.189放坡段 (3.60+3.60+1.0*2)*1.0*0.

26、5*22.6103.960小计514.731514.731已扣除岩石数量C24其中淤泥开挖量 15.0*2.0*85525650.00平均厚度2米四人工凿除岩石450450.000450.000m3D五基坑土方回填开挖土方量59507.613砂石垫层 0.3*(3.6+1.1*2)*8551487.7C20砼垫层0.2*(3.6+1.1*2)*855+0.2*(3.6+0.2*2)*262.10+0.1*3.6*441217.32电缆隧道本体体积 3.6*3.0*1161.1012539.88小计15244.90基坑土方回填44262.713m3E六基坑断面土方开挖 比较计算旋喷桩地段 5.9

27、2*4.5*85522777.200钢板桩地段 5.2*3.2*262.10+1.8*1.2*2*262.105493.616合计28270.81628270.816m3七购土回填(未计算旋喷桩施工膨胀量)比较计算26527.778-15244.90-3690.3757592.5037592.503m3合计基面以上土方量3690.3753690.375m3A基面以下土方回填26527.77826527.778m3B基坑土方开挖59507.61359507.613m3C基坑人工凿除岩石450.000450.000m3暂按图纸估算D基坑土方回填10570.21010570.210m3E淤泥土方外运

28、25650.00025650.000m3外购土方（砂）回填33692.50333692.503m3八其他项目1水塘抽水排水(依顺序计算)2.5*40*555500.0002.5*40*27.52750.0002.0*40*13510800.000合计19050.00019050.000m3台班 19050*2.5/80595.313595.313台班2公交场站砼路面破除厚度500(7.60+3.70*2)*1502250.0002250.000(7.60+3.70*2)150.5*22501125.0001125.000m33跨崎沟溪围堰及引水双排圆木桩围堰 4040.000m工工 程程 量量

29、 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 6 页，共 11 页每米方编织袋 2.5*6*28.7552431.328个每立方需用编织袋为28.7552个每米方麻绳 2.5*6*0.3064.590每立方需用麻绳为0.306围堰拆除 2.5*5.0*40500.000跨崎沟施工填土清除20*5*404000.000合计4500.0004500.000m34桩号CB14CB16原有铁塔基础加固按长40米计算,每0.750米1支,长度按10米36a工字钢桩 (40/0.75+2)*10*59.933.14533.145吨(40/0.75+2)*10553.3300250H型钢

30、腰梁 40*6*61.2314.69514.695吨10米支撑段 40/2.0+121.00第1道支撑40/1.0+141.00第2道支撑40/1.0+141.00第3道支撑(21+41*2)*5.2*26.2414.05414.054吨重量合计61.89461.894吨支撑面积 40*4.0*2320.00320.005彩钢板施工围护 （40+20）*2*475640.005640.00m工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 7 页，共 11 页工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注砂石垫层 (3.6+1.1

31、*2)*855495949590.3*(3.6+1.1*2)*8551487.71487.7m3C20砼垫层(3.6+1.1*2)*855+(3.6+0.2*2)*262.10+0.1*3.6*446023.246023.24模板0.2*(3.6+1.1*2)*855+0.2*(3.6+0.2*2)*262.10+0.1*3.6*441217.321217.32m30.2*2*262.10+0.1*2*44113.64按图纸数量计算砂石垫层 855*1.04889.200C20砼垫层 1161.10*1.591846.149一600旋喷桩基1CB8-1至崎沟溪边桩底高程 桩底高程-6.0米桩顶

32、距顶板底 0+3.65-2.351.30桩长1 6.0+1.37.30桩长2 7.17.10平均桩长 (7.3+7.1)/27.20本段桩总长 240/0.5*2*7.26912.00m路径长240米2跨崎沟溪L1 6.0-0.2+1.37.10L2 7.0-2.5+1.35.80L3 7.0-2.5+1.35.80L4 5.5-0+1.36.80平均桩长 (7.1+5.8*2+6.8)/46.38本段桩总长 140/0.5*2*6.383572.80路径长140米3崎沟溪边至往CB13-C方向210米L1 5.5+1.36.80L2 5.5+0.35+1.37.15平均桩长 (6.8+7.1

33、5)/26.98本段桩总长 210/0.5*2*6.985863.20路径长210米4往CB13-C方向210米至BRT车站边总高差 1-0.350.65坡比 0.65/571.100.0011本段高差 265*0.00110.292L1 5.0+0.35+1.36.65L2 5.0+0.35+0.292+1.36.94平均桩长 (6.65+6.94)/26.80本段桩总长 265/0.5*2*6.807208.00路径长265米合计23556.0023556.00m二支撑构件旋喷桩段总长 240+140+210+265855.00其中56米 855-50-140665.00工字钢长度9米其中

34、67米 5050.00工字钢长度10米其中78米 140140.00工字钢长度12米136a工字钢桩长度9米支撑数量 25/1.5+117.67按4段计算第 8 页，共 11 页18*2*4*91296.00长度10米支撑数量 25/1.5+117.67按2段计算18*2*2*10720.00长度12米支撑数量 23.33/1.5+116.55按全段计算17*2*6*122448.00140/623.33333合计长度4464.00m每米重量59.90合计重量267393.60267393.602300250H型钢腰梁 (25*2*2*4+25*2*2*2+23.33*2*2*6)*61.23

35、71021.9071021.9031597无缝钢管支撑长5.2米9米支撑段 25/2.0+113.50第1道支撑25/1.0+126.00第2道支撑(14+27)*4*5.2852.8010米支撑段 25/2.0+113.50第1道支撑25/1.0+126.00第2道支撑25/1.0+126.00第3道支撑(14+27*2)*2*5.2707.2012米支撑段 23.33/2.0+112.67第1道支撑23.33/1.0+124.33第2道支撑23.33/1.0+124.33第3道支撑(14+25*2)*3*5.2998.40合计长度2558.40m每米重量26.24合计重量67132.426

36、7132.4212厚钢端头板0.2*0.2*(14+27)*4+(14+27*2)*2+(14+25*2)*3)*2*94.203707.713707.71(14+27)*4+(14+27*2)*2+(14+25*2)*3492工字钢桩总重量267.39267.39吨409.26腰梁及支撑总重量141.86141.86吨4支撑面积（240+140+210+265）*4.0*26840.006840.00三钢板桩支撑面积 262.1*3*21572.60高3米、总长262.10*2SKSP-型 1572.60*190298.79298.79吨262.10*2524.20四隧道本体混凝土模板1C3

37、0P6防水砼电缆隧道底板(0.35*3.6+0.3*0.45+0.2*0.2*0.5*2)*1161.101666.18(0.35*2+0.45*2+0.2*0.414*2)*1161.102050.0382C30P6防水砼电缆隧道侧墙(0.3*1.9*2+0.2*0.2*0.5*2)*1161.101370.10(2*1.9*2+0.2*0.414*2)*1161.109016.6383C30P6防水砼电缆隧道顶板0.3*3.6*1161.101253.99(0.3*2+3.6)*1161.104876.6204C30P6进、排风井0.2*1.0*4*3.6*6+0.2*1.0*4*3.5+

38、0.2*1.0*4*4.523.682*1.0*4*3.6*6+2*1.0*4*3.5+2*1.0*4*4.5236.8005集水坑 0.35*1.0*1.15*41.612*1.0*1.15*49.2004315.55m3按图纸数量计算工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 9 页，共 11 页截面比计算 (0.35*3.6+0.3*0.45+0.2*0.2*0.5*2)1.435(0.3*1.9*2+0.2*0.2*0.5*2)1.1800.3*3.61.0803.695按图纸每米数量计算1.435/3.695*3.81*1161.101718.0

39、41.18/3.695*3.81*1161.101412.741.08/3.695*3.81*1161.101293.024423.79五变形缝300*3钢板止水板 1161.10*22322.20m伸缩缝止水带 (3.3+2.68)*2*47562.12m六隧道防水施工缝处回填澎润土0.2*1161.10232.22m3232.22*780181131.65厚底板膨润土防水毯3.6*1161.104179.962水泥基结晶型防水涂料(3.6+3.0*2)*1161.1011146.56防水施工脚手架 3.6*2*1161.108359.92按图纸数量计算5厚底板膨润土防水毯3.0*1161.

40、103483.302水泥基结晶型防水涂料10.20*1161.1011843.22七变铁构件根1L635接地角钢 1161.10/5+1233.22234*2468233*2*3*4.82*1.067142.661001004钢板止水环0.1*0.1*466*31.40*1.06155.10DN50防水套管 0.5*10*5.1725.85合计191.8121208支架钢板 0.12*1161.10*8*62.80*1.0674200.42505吊顶预埋件 0.05*1161.10*39.3*1.062418.46小计76618.88热镀锌3钢爬梯踏步 (3.5/0.3*4+4.5/0.3*1

41、+11)*1.2490.11步重量1.520*(3.5/0.3*4+4.5/0.3*1+11)*0.00617*20*20*1.06288.95热镀锌48钢筋爪(0.08+0.15*2+0.1)*1161.10/0.3*8*0.00617*8*85868.746钢筋爪 (0.12+0.1)*1161.10/0.3*0.00617*6*6189.13合计6057.87八集水坑铁栅11.00个10001000热镀锌九双层防水防盗复合玻璃钢井盖(带座)6+511.00座十隧道内防火墙200厚加气砼防火墙 0.2*3.0*2.35*68.46m3防火墙水泥砂浆粉刷3.0*2.35*642.30十一排水沟防水砂浆抹面(0.2+0.1*2)*161.10*2+1.0*0.8*4+0.8*0.8132.72十二600600百叶窗4*520.00樘面积 0.6*0.6*4*57.20工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 10 页，共 11 页十三防坠落尼龙网1.0*1.0*1111.00十四止水螺栓工工 程程 量量 计计 算算 书书项目名称：序号工程项目及计算公式数量单位备注第 11 页，共 11 页