注水站工程预算工程量计算实例Excel.xls

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*