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注水站工程预算工程量计算实例Excel.xls

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1、工程量计算书工程名称临盘采油厂唐庄注水站工程专业：安装序号规格类型计算表达式计算结果单位备注一平面管网工艺安装图 1PVC-U排水管10.00010.000m2无缝钢管108*16 （进水总管）10.5-9+0.5+2.7+15.700m90弯头108*181.0001.000个钢制同心大小头DN100*80 32Mpa2.0002.000个332Mpa高压阀组间进水管159*2210.5-9+2.7+0.6+19.9-10.5+104.3-93.4+0.5+4.5+0.5+4.5+0.535.600m90弯头159*224.0004.000个等径三通1591.0001.000个42

2、5Mpa高压阀组间进水管194*2219.9-9.0-0.5+102.8-93.4-0.6+0.5+4.5+0.524.700m钢制同心大小头DN194*108*122.0002.000个等径三通1941.0001.000个5注水泵房排水管DN200 PVC-U104.3-84.619.700m6注水罐出水进喂水泵管线159*5104.3-83.4-0.320.600m7、9 25Mpa高压阀组间进水管89*100.6+0.6+0.5+4.5+0.56.700m8、10 25Mpa高压阀组间进水管108*122.0002.000m1132Mpa注水泵回流管89*121.0001.000m123

3、2Mpa注水泵出水管108*161.0001.000m13注水管排污总管DN150 玻璃钢43.5-18.425.100m14注水罐出水进喂水泵管线DN150 玻璃钢43.5-18.425.100m15注水泵回流总管108*16104.3-83.4+43.35-18.4+0.5+4.5+0.5+4.5+0.556.350m钢制大小头108*89*122.0002.000个异径三通108*89*121.0001.000个等径三通108*161.0001.000个16主水罐进水管DN200 玻璃钢61.15-43.3517.800m套管273*76*636.000m钢制同心大小头DN80*65 3

4、2Mpa2.0002.000个第 1 页工程量计算书1、3 25Mpa分水管线108*12（9-1）*324.000m4、6 32Mpa分水管线108*16（9-1）*324.000m7、9 单井注水管线25Mpa分水管线60*98*324.000m10排水总管线 DN200 PVC-U84.6-61.722.900m11主水罐排污总管DN150 玻璃钢83.4-61.721.700m200方玻璃钢主水罐工艺安装序号规格类型计算表达式计算结果单位备注第 2 页工程量计算书序号规格类型计算表达式计算结果单位备注第 3 页工程量计算书序号规格类型计算表达式计算结果单位备注第

5、 4 页工程量计算书二二序号规格类型计算表达式计算结果单位备注第 5 页工程量计算书三三序号规格类型计算表达式计算结果单位备注第 6 页工程量计算书序号规格类型计算表达式计算结果单位备注第 7 页工程量计算书B B序号规格类型计算表达式计算结果单位备注第 8 页工程量计算书序号规格类型计算表达式计算结果单位备注第 9 页工程量计算书序号规格类型计算表达式计算结果单位备注第 10 页工程量计算书工程名称埕北古7井单井试采平台专业：安装序号规格类型计算表达式计算结果单位专业海工1.上部组块钢管1200*45 E36-Z352*48.000

6、m8*3.1416*（1.2-0.045）*0.045*7.8510.254t钢管1200*45 D36（1.3+0.7+0.4）*49.600m9.6*3.1416*（1.2-0.045）*0.045*7.8512.305t钢管1200*38 D363*412.000m12*3.1416*1.2*0.038*7.8513.495t钢管1104*19 D36（1.4+0.2）*46.400m6.4*3.1416*1.104*0.019*7.853.311t钢管500*19 D364.5*1.414*4*4101.808m101.808*3.1416*（0.5-0.019）*0.019*7.85

7、22.946t钢管60*5 20#（3+1.1*3）*25+（0.825+1.1*2）*2+（0.75+1.1*2）*2+（3+0.275*2+0.8+1.1*3）*2+（3+0.15*2+0.8+1.1*3）+（1+1.1*2）*3+（0.78+1.1*2）+（0.95+1.1*2+0.3*2+0.8）+（0.667+1.1*2）212.147m212.147*3.1416*0.06*0.005*7.851.570t钢管45*5 20#3*25*2+0.825*2*2+0.75*2*2+（3*2+0.275）*2+（3*2+0.15）+1*2*3+0.78*2+（0.95*2+0.3）+0.

8、667*2186.094m186.094*3.1416*0.045*0.005*7.851.033t焊接H型钢H1200 D36(5-1.2/2+0.5/2)*29.300m(0.5*0.038*2+0.025*1.2)*9.3*7.854.964t=38mm D360.5*0.038*2*9.3*7.852.774t=25mm D360.025*1.2*9.3*7.852.190t焊接H型钢H900 D36（19-（1.2+0.25*1.414*2）*2+19.5-（1.2+0.25*1.414*2）*2-4）*253.744m(0.45*0.038*2+0.9*0.019)*53.744*

9、7.8521.643t=38mm D360.45*0.038*2*53.744*7.8514.429t=19mm D360.9*0.019*53.744*7.857.214t焊接H型钢H600 D3619+19-2+4*2+19-2+19+（19.5-2）*4+（4-0.6）*3+4.5164.700m(0.3*0.025*2+0.6*.016)*164.7*7.8531.805t=25mm D360.3*0.025*2*164.7*7.8519.393t=16mm D360.6*0.016*164.7*7.8512.412t箱梁600*625 D3699.000m(0.7*2*0.025+0

10、.625*2*0.019)*9*7.854.151t第 11 页工程量计算书钢板-38 D3611.136+3.465+0.886+0.28615.773t(2*2*2+1.125*2*1.125*2*2)*2+0.45*(1.2-0.9)*2*4)*7.85*0.03811.136t（2.276+0.2）*0.6*4+（1.376+0.2）*0.6*6）*7.85*0.0383.465t(2.276+0.2)*0.6*2*7.85*0.0380.886t1.2*0.2*4*7.85*0.0380.286t钢板-25 D360.3*2*1.2*4*0.025*7.850.565t钢板-19 D

11、361.01+1.468+5.3237.801t(1.2-0.9)*(1.125*2+1.125*2*2+0.6*0.824*5*4+0.6*0.824*3*4)*7.85*0.0191.010t（1.2-0.6）*0.5*4+0.6*1.2*3*4）*0.019*7.851.468t(3.1416*1.6*1.2*4+3.1416*1.2*0.7*4+3.1416*0.2*0.2*2*4)*0.019*7.855.323t钢板-16 D360.15*（0.6-0.3）*15*0.016*7.850.085t钢板-13 D361.2*0.7*2*4*7.85*0.0130.686t钢板-10

12、Q235B0.030.030t钢板-8 Q235B（19.5+0.15）*（19+0.15）-（9-0.9）*（9-0.9）*0.008*7.8519.511t热轧H型钢HN300*150 Q345B19.5*2+3.5*4+4.5*4+5.5*2+1*9+19+5*2+1*10+5*20230.000m230*37.3/10008.579t槽钢【20a Q235B2/0.743*25.384m5.384*22.637/10000.122t角钢L75*7 Q235B0.030.030t扁钢-5*100 Q235B（3*25+0.825*2+0.75*2+3.275*3+3.15+1*3+0.7

13、8+1.25+0.667）*3.925/10000.380t钢板网TL38TB100d6 Q235B0.8*2.6912.153踏步T3(800*210)格栅G325/30/100SG0.8*0.21*71.1761.176*49.56/10000.058t77.000块螺栓 M25*50 普通螺栓22.000个井口操作平台钢管660*25 D36（12.5-6.7+0.2）*4*372.000m3.1416*0.66*0.025*72*7.8529.298t钢管604*14 Q235B1.1*66.600m3.1416*0.604*0.014*6.6*7.851.376t钢管426*14 Q

14、345B1.6*3*3+1.8*2*428.800m3.1416*0.426*0.014*28.8*7.854.236t序号规格类型计算表达式计算结果单位第 12 页工程量计算书栏杆钢管60*5 20#（2.8+1.15*3）*8+（0.9+1.15*2）*2+（1.868+0.7）*8+（2.786+0.7）*4+（2/0.7432+1.1*3+0.8+0.4）*2+3.1416*0.2+3.8+1.1*5+3.1416*0.2115.827m3.1416*0.06*0.005*115.827*7.850.857t钢管45*5 20#2.8*8*2+0.9*2*2+1.868*8+2

15、.786*4+2/0.7432*2*2+0.2*2+3.8*293.252m3.1416*0.045*0.005*93.252*7.850.517t焊接工字钢H400*200 D36（6.8-0.604*4）*3+（5.6-0.604*3）*4+（5.6+6.8）*2+1.7*4*2+1*6+（9-1.2）*4103.904m（0.2*2*0.019+0.4*0.013）*103.904*7.8510.440t=19mm D360.2*2*0.019*103.904*7.856.199t=13mm D360.4*0.013*103.904*7.854.241t热轧H型钢HN200*100 Q2

16、35B6.8*2+9*2+1.2*2*236.400m21.7*36.4/10000.790t吊耳板钢板-30 D360.185*2*（0.2+0.185）*4*0.03*7.850.134t钢板-19 D36（3.1416*0.15*0.15*2*4+0.46*0.43*2*4）*0.019*7.850.320t钢板-13 D360.3*0.4*2*2*3*4*0.013*7.850.588t集油坑钢板-10 Q235B（0.4*1*4+1*0.3*4*2+（0.4+0.5+1.8*2+0.5）*0.2*4+0.3*0.4*2）*0.01*7.850.647t花纹钢板-8 Q235B9*9*

17、62.8/10005.087t钢板-4 Q235A（3.1416*0.67*0.2+3.1416*0.67/2*0.67/2）*12*0.004*7.850.291t角钢L125*10 Q235B19.08/1000*(18.825+1.2)0.382t0.7*5+3.8*2+0.8*4+0.8*1.414*418.825m1.21.200m角钢 L75*7 Q235B7.958*(7.262+4.8)/10000.096t1.2*44.800m0.8+0.8*1.414*2+0.7*67.262m扁钢-5*100 Q235A（5.6+6.8）*2+9*460.800m3.925*60.8/1

18、0000.239tR20圆钢 Q235A3.1416*0.1*3.1416*0.02*0.02*7.85*120.037t专业海工栈桥0.000钢管406*19 Q345B17.25*469.000m3.1416*（0.406-0.019）*0.019*69*7.8512.512t钢管377*13 Q345B（0.8*2+1.85*6）*450.800m3.1416*（0.377-0.013）*0.013*50.8*7.855.928t序号规格类型计算表达式计算结果单位第 13 页工程量计算书钢管273*13 Q345B（0.05*2+0.725*2+0.925*15）*2+1.4*

19、2*442.050m3.1416*（0.273-0.013）*0.013*42.05*7.853.505t钢管219*12 Q345B2.73*2*421.840m3.1416*（0.219-0.012）*0.012*21.84*7.851.338t钢管168*10 Q345B（2.73*6+2*7）*4+7.5*7+（12.7-1.6）*3+3.41*2*7+1.414*4260.716m3.1416*（0.168-0.01）*0.01*260.716*7.8510.159t钢管114*10 20#1.825*2+13-412.650m3.1416*（0.114-0.01）*0.01*12.

20、65*7.850.324t钢管89*7 20#1.9*2*2*753.200m3.1416*（0.089-0.007）*0.007*53.2*7.850.753t钢管60*5 20#（3+1.1*3）*2+2.48+1.1*3+（17.15-1.825+1.1*10）*271.030m3.1416*（0.06-0.005）*0.005*71.03*7.850.482t钢管45*5 20#（17.15-1.825）*2*2+3*2*2+2.48*2+（1.1*3+2.93*3）*2*2126.620m3.1416*（0.045-0.005）*0.005*126.62*7.850.625t热轧H型

21、钢 HN300*150 Q345B1*8+10.5*229.000m37.3*29/10001.082t热轧H型钢 HN250*125 Q235B13*18+7.5*2+0.388*2*4252.104m252.104*29.7/10007.487t热轧H型钢 HN100*50 Q235B1*3*2*742.000m42*9.54/10000.401t钢板-32 D36（0.14*0.16*2*6+0.56*0.25*3+0.4*0.372+0.388*（0.18+0.175）*4*0.032*7.850.980t钢板-22 D36（0.56*0.27*6+1*0.65+1*0.88+0.6*

22、0.4+0.7*0.5+0.16*0.18*2+0.388*0.155*2*2）*4*0.022*7.852.297t钢板-10 Q235B（1.75*1+1*0.3*2+1.725*2*0.3）*8*0.01*7.852.126t钢板-8 Q235B（17.15*11-1.75*1*8+1.3*10.8-1.75*1.825*2）*0.008*7.8511.449t钢板-6 Q235B（0.396*0.396*8+0.367*0.367*4*2+0.263*0.263*4）*7.85*0.0060.123t槽钢【20a Q235B（2+0.817+0.2）*412.068m22.637*12

23、.068/10000.273t角钢L56*8 Q235B0.9*3*25.400m6.568*5.4/10000.035t扁钢-5*100 Q235B（17.15-1.825）*4+2*3+2.4869.780m3.9255*69.78/10000.274t踏步T3(860*210)格栅G325/30/100SG Q235B1616.000块49.56*0.86*0.21*16/10000.143t序号规格类型计算表达式计算结果单位第 14 页工程量计算书专业海工平台扩建0.000钢管1575*40 E3611.000m3.1416*（1.575-0.04）*0.04*1*7.851

24、.514t钢管1400*40 E3611.000m3.1416*（1.4-0.04）*0.04*1*7.851.342t钢管168*10 Q345B4.05*2+2.61*213.320m3.1416*（0.168-0.01）*0.01*13.32*7.850.519t钢管114*10 20#1*2+1.64*25.280m3.1416*（0.114-0.01）*0.01*5.28*7.850.135t钢管60*5 20#（3.3+1.1*3）*2+（3+1.1*3）*12+（2.7+1.1*3）+（2.35+1.1*3）+（2+1.1*3）+（1.91+1.1*3）+1.3+1.1*2+1.

25、21+1.1*2117.870m3.1416*（0.06-0.005）*0.005*117.87*7.850.799t钢管45*5 20#3.3*2*2+3*2*12+2.7*2+2.35*2+2*2+1.91*2+1.3*2+1.21*2+（5.538*3+1.1*5）*2152.368m3.1416*（0.045-0.005）*0.005*152.368*7.850.752t热轧H型钢 HW300*300 Q345B2*14+2.5*233.000m33*94.5/10003.119t热轧H型钢HN300*150 Q345B(6.5+14+3.2+6.5+12+7)*2+2.5+2.4+4

26、.4107.700m37.3*107.7/10004.017t热轧H型钢HW200*200 Q235B1.57*4*3+5.44*3+0.9*4*2+5.44*3+0.9*4*265.880m50.5*65.88/10003.327t热轧H型钢HN100*50 Q235B0.7*117.700m9.54*7.7/10000.073t锥形板-403.1416*（1.575+1.4）/2*0.04*7.851.467t钢板-19 D36（0.165*0.2*12+0.2*3.4*2+0.165*3.4*4）*3）*0.019*7.851.790t钢板-16 D36（0.22*0.28*2+0.22

27、*0.4+0.28*0.4）*2+3.1416*5.44*（0.2+0.1*2）*0.016*7.850.940t钢板-12 D32（0.3*0.375+0.475*0.475*2+0.3*0.15*2*4+0.17*0.8）*0.012*7.850.100t钢板-10 D323.1416*5.44/2*5.44/2*0.01*7.851.825t钢板-8 Q235B（2*（6.5+12+7）+2.4*2.5+2*（4.5+14+3.2）*7.85*0.0086.305t槽钢【20a Q235B5.525*2*22.637/10000.250t角钢L56*8 Q235B1.56*4*6.568

28、/10000.041t扁钢-8*150 Q235B11*0.1*9.4212*2/10000.021t扁钢-5*100 Q235B（3.3*2+3*12+2.7+2.35+2+1.91+1.3+1.21）*3.9255/10000.212t踏步T3(860*210)格栅G325/30/100SG Q235B1717.000块序号规格类型计算表达式计算结果单位第 15 页工程量计算书TL38TB100d6钢板网 Q235B0.8*5.3254.260高强螺栓 M20*1002*4*216.000300*75硬木材1.4+0.45*1.414*22.673m专业海工设备房#NAME?热轧

29、H型钢HM300*200 Q345B4.618+3.025+3.025+2.12+2.37815.166t（13.9*2+5*5+3.6*2+（4.1+2.7+3.5）*2）*57.3/10004.618t（13.9*2+5*5）*57.3/10003.025t(13.9*2+5*5）*57.3/10003.025t(21.2-13.8)*5*57.3/10002.120t（21.2-13.8）*5+1.1+1.2+1.15+1.05）*57.3/10002.378t热轧H型钢 HM200*150 Q235B（5+5+13.9*4+13.9*3）*31.2/10003.348t5*31.2/1

30、0000.156t(5+13.9*4)*31.2/10001.891t13.9*3*31.2/10001.301t热轧H型钢 HN200*100 Q235B（1.1+0.4*6+13.9+1.15+1.05+1.2*10）*21.7/10000.686t(1.1+0.4*6)*21.7/10000.076t（13.9+1.15+1.05+1.2*10）*21.7/10000.610t角钢L125*80*7 Q235B0.885+0.332+0.9412.158t16*5*11.066/10000.885t5*6*11.066/10000.332t5*17*11.066/10000.941t角钢

31、L75*7 Q235B0.026+0.972+1.003+0.493+0.986+0.493+0.1154.088t(1.2+1.2+0.9)*7.976/10000.026t(13.9*2+12*（21.2-13.8)+0.9*2+0.875*2+0.875*2)*7.976/10000.972t（13.9*2+3.6-1.342-0.8+0.65+0.7+1.2+0.6*2+0.558+（21.2-13.8）*12+1.7*2）*7.976/10001.003t(5*2+(17.8-13.8)*7+(21.2-17.8)*7)*7.976/10000.493t(5*4+(21.2-13.8

32、)*7*2)*7.976/10000.986t(5*2+(17.8-13.8)*7+(21.2-17.8)*7)*7.976/10000.493t(2+2.6*2)*2*7.976/10000.115t角钢L63*8 Q235B（2.574*4+1.948*4*2+（0.8+0.799）*3*2）*7.469/10000.265t钢板-32 D36（0.175+0.18）*0.49*0.032*7.850.044t钢板-22 D36（0.16*0.18*2*4+0.155*0.155*2*4）*0.022*7.850.073t钢板-12 D32（0.294*0.2*2*（10+10+10+10

33、）*0.012*7.850.443t钢板-8 Q235B（13.9*5*2）*0.008*7.858.729t花纹钢板-8 Q235B（13.9+1.15+1.05）*1.2）*66.8/10001.291t序号规格类型计算表达式计算结果单位第 16 页工程量计算书钢板-6 Q235B3.273+4.845+1.255+3.485+2.32415.182t13.9*5*0.006*7.853.273t13.9*(21.2-13.8)*0.006*7.854.845t3.6*(21.2-13.8)*0.006*7.851.255t5*(21.2-13.8)*2*0.006*7.853.4

34、85t钢板-4 Q235B1.162*22.324t（5*（21.2-17.8）+5*（17.8-13.8）*0.004*7.851.162t（5*（21.2-17.8）+5*（17.8-13.8）*0.004*7.851.162t19mm厚橡胶条（2+2.6*2）*0.0190.1373栏杆和直梯钢管60*5 20#（3.3+1.1*3+0.8）*2+（3+1.1*3）*12+（2.35+1.1*3）*2+（2.1+1.1*3）+（1.5+1.1*2）*2+（1.2+1.1*2）*2+（0.85+1.1*2）*3.1416*（0.06-0.005）*0.005*7.850.843t钢管45*

35、5 20#（3.3*2*2+3*2*12+2.35*2*2+2.1*2+1.5*2*2+1.2*2*2+0.85*2）*3.1416*（0.045-0.005）*0.005*7.850.549t钢管45*5 20#（1.414*4.2*3+1.1*5）*2*3.1416*（0.045-0.005）*7.85*0.0050.230t角钢L63*8 Q235B（7.292-0.392+0.8+3.1416*0.2+0.2*6）*2*7.469/10000.142t角钢L56*8 Q235B（0.88+1.34*5）*8.568/10000.065t角钢L45*5 Q235B0.35*2*15*3.

36、369/10000.035t钢板-12 D320.17*0.07*2*17+0.304*0.80.648扁钢-100*5 Q235B（3.3*2+3*12+2.35*2+2.1+1.5*2+1.2*2+0.85）*3.9255/10000.218t扁钢-50*5 Q235B（1.8+1.5）*3+（0.8+3.1416*0.35）*15）*1.96275/10000.075t踏步T3(760*210)格栅G325/30/100SG Q235B1717.000块0.76*0.21*17*49.56/10000.134t序号规格类型计算表达式计算结果单位第 17 页工程量计算书序号规格类型

37、计算表达式计算结果单位第 18 页工程量计算书序号规格类型计算表达式计算结果单位第 19 页工程量计算书序号规格类型计算表达式计算结果单位第 20 页工程量计算书序号规格类型计算表达式计算结果单位第 21 页工程量计算书序号规格类型计算表达式计算结果单位第 22 页工程量计算书序号规格类型计算表达式计算结果单位第 23 页工程量计算书序号规格类型计算表达式计算结果单位第 24 页工程量计算书序号规格类型计算表达式计算结果单位第 25 页工程量计算书备注图纸：0000SE020000SE02-020000SE02-020000SE0

38、2-020000SE02-020000SE02-020000SE02-020000SE02-060000SE02-060000SE02-020000SE02-020000SE02-070000SE02-070000SE02-070000SE02-070000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-010000SE02-01安装第 26 页工程量计算书0000SE0

39、2-030000SE02-040000SE02-050000SE02-080000SE02-080000SE02-040000SE02-050000SE02-080000SE02-050000SE02-060000SE02-010000SE02-010000SE02-160000SE02-160000SE02-070000SE02-160000SE02-170000SE02-100000SE02-100000SE02-120000SE02-120000SE02-100000SE02-10备注第 27 页工程量计算书0000SE02-150000SE02-150000SE02-150000SE0

40、2-150000SE02-090000SE02-090000SE02-090000SE02-090000SE02-090000SE02-090000SE02-110000SE02-110000SE02-100000SE02-150000SE02-140000SE02-100000SE02-160000SE02-170000SE02-170000SE02-160000SE02-13/150000SE02-13/150000SE02-100000SE030000SE03-010000SE03-010000SE03-020000SE03-02备注第 28 页工程量计算书0000SE03-040000

41、SE03-040000SE03-010000SE03-010000SE03-01/040000SE03-01/040000SE03-030000SE03-030000SE03-030000SE03-030000SE03-030000SE03-030000SE03-030000SE03-030000SE03-040000SE03-040000SE03-010000SE03-010000SE03-030000SE03-030000SE03-050000SE03-050000SE03-030000SE03-040000SE03-020000SE03-050000SE03-050000SE03-050

42、000SE03-050000SE03-030000SE03-030000SE03-05备注第 29 页工程量计算书0000SE040000SE04-050000SE04-050000SE04-050000SE04-050000SE04-010000SE04-010000SE04-050000SE04-050000SE04-030000SE04-030000SE04-030000SE04-030000SE04-010000SE04-010000SE04-010000SE04-010000SE04-040000SE04-040000SE04-060000SE04-060000SE04-050000

43、SE04-040000SE04-040000SE04-050000SE04-040000SE04-010000SE04-020000SE04-020000SE04-060000SE04-030000SE04-02备注第 30 页工程量计算书0000SE04-020000SE04-050000SE04-050000SE060000SE06-020000SE06-030000SE06-040000SE06-050000SE06-060000SE06-020000SE06-030000SE06-040000SE06-020000SE06-030000SE06-020000SE06-030000SE0

44、6-040000SE06-020000SE06-050000SE06-060000SE06-080000SE06-070000SE06-090000SE06-100000SE06-100000SE06-100000SE06-100000SE06-100000SE06-030000SE06-030000SE06-02备注第 31 页工程量计算书0000SE06-040000SE06-050000SE06-060000SE06-070000SE06-080000SE06-090000SE06-100000SE06-130000SE06-130000SE06-110000SE06-120000SE0

45、6-110000SE06-120000SE06-110000SE06-130000SE06-120000SE06-11备注第 32 页工程量计算书备注第 33 页工程量计算书备注第 34 页工程量计算书备注第 35 页工程量计算书备注第 36 页工程量计算书备注第 37 页工程量计算书备注第 38 页工程量计算书备注第 39 页工程量计算书备注第 40 页工程量计算底稿专业注注水平台工艺安装0.000平衡式截止阀 FL/J66Y-160P DN6533.000个多级调节阀HPT68Y-160P DN6533.000个不锈钢针型阀 J13Y-160P DN1544.000个序号定额号规格类型计

46、算表达式计算结果单位第 41 页工程量计算底稿船用压力表Y-100-C 0-25MPa11.000个电磁流量计DN65 16MPa0.5-15m3/h33.000个无缝钢管76*7 20#0.5+0.4*3+0.72+0.5+0.58+0.88+1.02+0.5+0.55+1+0.72+0.5+0.5+0.58+0.8810.630m序号定额号规格类型计算表达式计算结果单位第 42 页工程量计算底稿无缝钢管22*4 20#11.000m钢制90弯头DN6516MPa55.000个对焊支管台DN65 16MPa33.000对焊支管台DN15 16MPa44.000序号定额号规格类

47、型计算表达式计算结果单位第 43 页工程量计算底稿管线滑动支架、阀门流量及支架、管线固定支架用料钢管89*4 0.2*30.600m0.6*3.1416*（0.089-0.004）*0.004*7.850.005t钢管60*3.50.5*3+0.5*9+0.5*37.500m序号定额号规格类型计算表达式计算结果单位第 44 页工程量计算底稿3.1416*（0.06-0.005）*0.005*7.85*7.50.051t钢板=10mm（0.1*3+0.15*9+0.1*3）*0.01*7.850.153t橡胶板=6mm0.10.100U型双头螺栓 M16L=200mm22.000

48、根序号定额号规格类型计算表达式计算结果单位第 45 页工程量计算底稿序号定额号规格类型计算表达式计算结果单位第 46 页工程量计算底稿备注第 47 页工程量计算底稿备注第 48 页工程量计算底稿备注第 49 页工程量计算底稿备注第 50 页工程量计算底稿备注第 51 页工程量计算底稿备注第 52 页CB32B工程量计算底稿一、导管架钢管1376*50 E36-Z35（2+2+1+1+1+2.3+（20-18.5）*1.005）*443.230m0.02466*（1376-50）*50*43.23/100070.679t钢管1336*30 D36（20+5.6-2-3-2-2.3

49、-（20-18.5）*1.005）*459.170m0.02466*（1336-30）*30*59.17/100057.256t钢管1000*38 E36-Z351.5*2+3.3*2+8.217.800m0.02466*（1000-38）*38*17.8/100016.046t钢管1000*38 D362.06*24.120m0.02466*（1000-38）*38*4.12/10003.714t大小头1000*700*38 E36-Z35 1.2*67.200m3.1416*1.21*（1+0.7）/2*0.038*7.85*65.783t钢管800*28 E36-Z352*2+2.5*4

50、14.000m0.02466*（800-28）*28*14/10007.463t钢管800*25 D36（9.21-2）*2+（9.42-2.5-2.5）*223.260m0.02466*（800-25）*25*23.26/100011.113t钢管700*28 E36-Z35（1.3+0.7）*2+1.5*2+2*2+1.365+1.635+1.5*2+2*221.000m0.02466*（700-28）*28*21/10009.744t钢管700*25 D36（9.96-1.3-0.7）*2+（10.92-2*2）+10.92-1.5*2+（10.66-1.2*2-3.3）*2+3.46*

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