桥梁工程量计算书计算稿

1、1页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量1#1#桥桥一一灌灌注注桩桩1 10.8m0.8m钻钻孔孔灌灌注注桩桩水水下下C30C303636根根18*2*42#NAME?m回旋钻机钻孔1.0m陆上3.1416*.4*.4*（43.4+1.65）*18#NAME?m回旋钻机钻孔1.0m水上3.1416*.4*.4*（43.4+1.65/2）*18#NAME?m埋设钢护筒陆上1.0m18*1.5#NAME?m埋设钢护筒水上1.2m18*2.5#NAME?m灌注桩水下商品砼C303.1416*.4*.4*（36*42.4）#NAME?m泥浆池建造、拆除

2、#NAME?#NAME?m泥浆运输运距5km内#NAME?#NAME?m凿除桩顶0.4*0.4*0.4*3.1416*36#NAME?m挖掘机挖石渣0.4*0.4*0.4*3.1416*36#NAME?m水上支架平台（28.34+6.5）*（6.5+2）#NAME?m陆上支架平台（26.86+6.5）*（6.5+2）#NAME?m超声波检测管（高出桩一米）543钢管0.00#NAME?m钻孔桩钢筋1155*36#NAME?kg小应变36.00#NAME?根大应变1.00#NAME?根二二承承台台、台台帽帽、盖盖梁梁1 承台M5浆砌块石垫层 30cm厚4*14.64*3*0.3+4*16.14*

3、1*0.3#NAME?m挖土方(18.04*32.78+22.46*31.28)#NAME?m挖淤泥其中1.74*32.78#NAME?m回填塘渣8.73*31.28+4.07*32.78#NAME?m河道下挖土24.151*32.78#NAME?m承台C303.6*14.44*3*1.5+3.6*15.94*1*1.5#NAME?m模板（3.6+14.44）*2*1.5*3+（3.6+15.94）*2*1.5*1#NAME?m2页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量螺纹钢筋HRB3356774.5*3+7492.1#NAME?kg园钢筋10网

4、片R235kg承台冷却管1英寸金属管 2.54CMm16架立钢筋kg2 桥桥台台身身C30C3055.8*3+59.5#NAME?m螺纹钢筋HRB3354750*4+267.9+51.1#NAME?kg钢筋R235204.2*4+13.8#NAME?kg模板4.175*2*（14.44*3+15.9）+226.9/47.7*6#NAME?mC20素砼封堵0.7*4#NAME?m四油三毡3.14*0.5*0.68*4#NAME?mC30挡块及垫石0.9*4#NAME?m模板0.40*0.82*2*4#NAME?m3 翼翼墙墙C30C300.9*4#NAME?mc模板0.9/0.2*4#NAME?

5、m螺纹钢筋HRB335349.9*4#NAME?kg钢筋R2353.9*4#NAME?kg4 4 河河道道清清淤淤11.6*1.5*33#NAME?m圆木桩围堰4米13*2#NAME?m打木桩0.693*2.6#NAME?m打桩架次2.00#NAME?排水574.20#NAME?m五五搭搭板板桥头搭板C3036.5+18.7+21.3+18.8#NAME?m枕梁C2510+5.2+5.6+5.8#NAME?m钢筋HRB3356845.6+7389.5+3197.1-400#NAME?kg钢筋R235152.1+163.5+84.4#NAME?kg3页共25页宝庆路桥梁工程计算书工程名称：桥梁工

6、程序号项目名称清单工程量计算公式定额工程量搭板模板0.28*6*4*2+0.28*6*8#NAME?m枕梁模板（0.6*2*10.5+0.46*2）*2+（0.6*2*10.99+0.46*2）+（0.6*2*11.47+0.46*2）+（0.6*2*2.8+0.46*2）*4#NAME?m10cmC20垫层1.2*（10.6*2*0.179+11.09*0.1825+11.57*0.186+2.9*4*0.121）#NAME?m10cmC20搭板下垫层5.26*（10.5*2+10.99+11.47+2.8*4）*0.1#NAME?m垫层模板5.26*0.1*8+（10.6*2*0.179+

7、11.09*0.1825+11.57*0.186+2.9*4*0.121）*2#NAME?m1CM油毛毡0.3*（10.6*2+11.09+11.57+2.9*4）+0.7*2.8*4#NAME?mC30素砼（0.26*0.5+0.5*1*0.26）*（10.6*2+11.09+11.57）#NAME?m中粗砂3.29*10.6*2+3.29*（11.09+11.57）#NAME?m防腐木丝板0.885*（10.5*2+10.99+11.47）#NAME?m四油三毡0.95*24.5#NAME?m搭板上填塘渣2.15*（10.5*2+10.99+11.47）#NAME?m河道内回填土至1.4米

8、322.5*7.079#NAME?m40水泥稳定层水泥含量20*6+10.49*6+10.97*6#NAME?m1CMMS-3下封层改性乳化沥青20*6+10.49*6+10.97*6#NAME?m8cm粗粒式普通沥青AC-25C20*6+10.49*6+10.97*6#NAME?m6cm中粒式改性沥青AC-20C20*6+10.49*6+10.97*6#NAME?m改性乳化沥青PCR0.5L/M2248.76*2#NAME?m4cm细粒式改性沥青AC-13C20*6+10.49*6+10.97*6#NAME?m50CM塘渣填筑2.5*6*4#NAME?m10CM碎石整平层2.5*6*4#NA

9、ME?m16cmc20水泥砼2.5*6*4#NAME?m3cmM7.5浆砌+3cm毛面花岗石人行道搭板处2.85*6*4#NAME?m盲道板3cm+1cm砂浆其中0.6*6*4#NAME?m4页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量搭板处C30现浇砼侧石0.095*6*4#NAME?m外露面斩假石0.45*6*4#NAME?m花岗石平石0.2*0.256*4*2#NAME?mC20细石0.25*0.01*48#NAME?m花岗石侧石15*306*4#NAME?mC20细石（0.15*0.1+0.4*0.4*0.5）*24#NAME?m挡墙外侧素土

10、回填2.5*1.5*0.5*6*4#NAME?m六六桥桥头头处处理理水水泥泥搅搅拌拌桩桩双向50长12米865.00#NAME?根长长10380米3.1416*0.25*0.25*10380#NAME?m水水泥泥掺掺量量55KG/M10380*55#NAME?kg10cm10cm碎碎石石垫垫层层CAD730+652.5#NAME?m10cm10cm碎碎石石垫垫层层(28.55+31.5)*26.04#NAME?m40CM级配碎石(28.55+31.5)*26.04#NAME?mGSJ50/HP双向土工格栅(28.55+31.5)*26.04#NAME?m40CM塘渣(28.55+31.5)*2

11、1.05#NAME?mGSJ50/HP双向土工格栅(28.55+31.5)*23.04#NAME?m30CM塘渣填筑(28.55+31.5)*23.05#NAME?mGSJ50/HP双向土工格栅(28.55+31.5)*23.04#NAME?mM5浆砌块石挡墙0.85*6*4*0.5#NAME?m油毛毡隔离0.85*6*4#NAME?m七C25C25钢钢筋筋砼砼挡挡墙墙38.10#NAME?m挖土方（3.8+0.65*0.33）*0.65*5*4#NAME?m10cm碎石垫层2.8*0.1*5*4#NAME?m塘渣回填3.29*5*4+0.594*5*4#NAME?m5页共25页宝庆路桥梁工程

12、计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量防腐木丝板沉降缝38.1/20*4#NAME?m钢筋10内639.20#NAME?kg钢筋10外2047.4-639.2#NAME?kg模板2.4*2*5*4#NAME?m碎石滤层0.5*0.5*5*4#NAME?m针刺无纺土工布1.4*5*4#NAME?m10cm粘土1*5*4*0.1#NAME?m10PVC泄水孔0.5*4#NAME?m挡墙压顶C300.19*0.25*6*4#NAME?m模板0.19*2*6*4+0.19*0.25*4#NAME?m缘石及栏杆底梁C309.60#NAME?m钢筋10内254.7+49.3#NA

13、ME?kg钢筋10外454.9+42.62#NAME?kg模板0.28*2*16*2+0.45*16*4#NAME?mC50聚丙烯睛纤维砼桥面铺装1kg/m310cm 339.00#NAME?m5cm5cm细细粒粒式式改改性性砼砼AC-13C16.9/0.05#NAME?mHRB4001010钢筋网12.34kg/m2339.2+96#NAME?mC30细石3cm2.78*16*2#NAME?mHM1500防水层500g/m2339+96#NAME?m2cm1:2水泥砂浆+3cm毛面花岗石2.86*16*2#NAME?m盲道板3cm+1cm砂浆其中0.6*16*2#NAME?m人行道板预制C3

14、08.2*1.02#NAME?m预制钢筋10内194.30#NAME?kg预制钢筋10外1012.80#NAME?kg6页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量模板（1.78+0.5）*2*0.1*53+（1.439+0.5）*2*0.1*7+（1.78+0.5）*2*0.085*4+（1.58+0.5）*2*0.1*32*2#NAME?m地膜91.5+1.58*0.5*32*2#NAME?m泄水孔101.32*4#NAME?m复合雨水篦25*46重型2*2#NAME?套无纺土工布包孔0.52*1.2*4#NAME?m绿绿化化带带泄泄水水孔孔0.

15、5*8#NAME?m防渗土工布18*2.3#NAME?m无纺土工布包孔0.2*0.2*8#NAME?m5cm粗砂1.6*0.05*16#NAME?mGQF-C40型钢伸缩缝42.30#NAME?m钢筋768.20#NAME?kg人人行行道道钢钢板板伸伸缩缩缝缝3.2*4#NAME?m钢板128.4+88.4#NAME?kg钢筋1038.70#NAME?kg金金属属栏栏杆杆不锈钢57.20#NAME?m栏杆底梁氟碳涂料饰面（0.19*0+0.25）*57.2#NAME?m预埋钢板0.21*0.13*78.5*60#NAME?kg钢筋120.75*60*0.888#NAME?kg2 2 过过桥桥管

16、管吊吊篮篮预埋钢板0.2*0.2*12*7.85*6*2#NAME?kg钢筋160.24*4*12*1.58+0.35*2*12*1.58#NAME?kg吊篮钢板带kgkgkg7页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量七七先先张张法法预预制制混混凝凝土土空空心心板板梁梁16米长A型C501818.00#NAME?块16米长B1型C503.00#NAME?块16米长B2型C501.00#NAME?块16米长C1型C501.00#NAME?块16米长C2型C501.00预制混凝土空心板梁C5018*6.77+3*7.35+7.38+11.9+12.1

17、#NAME?m封堵C400.3*24#NAME?mc模板(0.71*2*21+0.99*0.7*2*21+1.78*16+(0.99*0.7+0.0463)*2+0.71*2+1.28*0.7*2+0.71*2+0.91+1.6*0.7*2)*16#NAME?mc地胎膜400.00#NAME?mC50铰缝1.3*20#NAME?m板梁底砂浆勾平缝1:2m梁、柱拉毛0.89*15.96*18+0.94*15.96*3+1.125*15.96+1.25*15.96+1.6*15.96#NAME?m预制混凝土空心板梁钢筋HRB3353165.3+2934+1131.3+527.6+350.4+188

18、.5+175.9+69.9+62.8+175.9+176.6+62.8+175.9+183.9+62.8#NAME?kg预制混凝土空心板梁钢筋R2355762.7+1942.2+860.3+320.1+274.5+109.8+293.8+169.8+394.4+168.7#NAME?kg预制混凝土空心板梁钢绞线15.244428.1+738+246*3#NAME?kg波纹管553.93*14*24#NAME?m铰缝钢筋10.55kg/米1920.10#NAME?kg内膜3.1416*0.5*15.96*24#NAME?m九九支支座座板式橡胶支座150*28mm96个3.1416*15/2*15

19、/2*2.8*96#NAME?cm8页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量2#2#桥桥一一灌灌注注桩桩1 10.8m0.8m钻钻孔孔灌灌注注桩桩水水下下C30C303636根根46*45#NAME?m回旋钻机钻孔1.0m陆上3.1416*.4*.4*（46.4+2.65）*46#NAME?m回旋钻机钻孔1.0m水上m埋设钢护筒陆上1.0m46*1.5#NAME?m埋设钢护筒水上1.2mm灌注桩水下商品砼C303.1416*.4*.4*（46*45.4）#NAME?m泥浆池建造、拆除#NAME?#NAME?m泥浆运输运距5km内#NAME?#NA

20、ME?m凿除桩顶0.4*0.4*0.4*3.1416*46#NAME?m挖掘机挖石渣0.4*0.4*0.4*3.1416*46#NAME?m陆上支架平台（30.1+6.5）*（6.5+2）+（44.6+6.5）*（6.5+2）#NAME?m超声波检测管（高出桩一米）543钢管0.00#NAME?m钻孔桩钢筋58103.50#NAME?kg小应变46.00#NAME?根大应变2.00#NAME?根二二承承台台、台台帽帽、盖盖梁梁1 承台M5浆砌块石垫层 30cm厚4*14.44*0.3+4*17.94*1*0.3+（1.391+4）/2*3.63+21.07*4）*2*0.3#NAME?m桥下挖

21、土方含承台、枕梁(54.087*33.5+54.163*41.01)#NAME?m挖干土其中1144.36*1#NAME?m挖湿土其中#NAME?#NAME?m钢板桩支撑22#（33.5+41.01）*4*8*24.999#NAME?kg回填塘渣10.3087*41#NAME?m20厚20素砼2.61*41#NAME?m9页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量模板2.61*2#NAME?m承台C3014.24*3.6*1.5+17.74*3.6*1.5+（1.191+3.6）/2*3.43+21.07*3.6）*1.5*2#NAME?m模板（3

22、.6+14.24）*2*1.5*1+（3.6+17.74）*2*1.5*1+（24.5+1.191+4.191+21.07+3.6）*1.5*2#NAME?m2cm防腐木丝板沉降缝3.6*1.5*2#NAME?m螺纹钢筋HRB3357016.6+8735.1+23161#NAME?kg园钢筋10网片R235kg承台冷却管1英寸金属管 2.54CMm16架立钢筋kg2 桥桥柱柱式式板板梁梁C40C40307.2+417.6#NAME?m螺纹钢筋HRB33580321+85372.1#NAME?kg钢筋R235kg模板1144-6*36.9-6*31.5+3.7*68.4+23.876*2#NAM

23、E?mC20素砼封堵0.69*0.66*1.2*2#NAME?m四油三毡mC30挡块及垫石m模板0.69*0.66*4#NAME?m3 翼翼墙墙C30C301.6+1.7+1.3#NAME?mc模板4.6/0.2*2#NAME?m螺纹钢筋HRB335305.5+278.7+244.9#NAME?kg钢筋R2353.9*2+2.9#NAME?kg4 4 河河道道清清淤淤m圆木桩围堰4米m10页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量打木桩m打桩架次排水m五五搭搭板板桥头搭板C3022.1+35.3+28.4+37.4#NAME?m枕梁C256+9.6

24、+7.7+10.2#NAME?m钢筋HRB3354280.4+6832.5+5487.2+7226.8-520.4#NAME?kg钢筋R23593.9+149.3+119.4+157.8#NAME?kg搭板模板0.28*5.9*4*2#NAME?m枕梁模板（0.6*2*13.1+0.46*2）+（0.6*2*20.9+0.46*2）+（0.6*2*16.8+0.46*2）+（0.6*2*22.14+0.46*2）#NAME?m10cmC20垫层1.2*（13.1*0.1328+20.9*0.152+16.8*0.142+22.14*0.1554）#NAME?m10cmC20搭板下垫层5.26*

25、（13.1+20.9+16.8+22.14）*0.1#NAME?m垫层模板5.26*0.1*8+（13.1+1.4）*2*0.1328+（20.9+1.4）*2*0.152+（16.8+1.4）*2*0.142+（22.14+1.4）*2*0.1554#NAME?m1CM油毛毡0.3*（13.1+20.9+16.8+22.14）#NAME?mC25素砼（0.26*0.5+0.5*1*0.26）*（13.1+20.9+16.8+22.14）#NAME?m搭板下中粗砂4.216*29.9+3.219*43.04#NAME?m搭板下承台背塘渣8.096*（29.9+43.04）#NAME?m防腐木丝

26、板0.885*（29.9+43.04）#NAME?m四油三毡0.90*72.94#NAME?m搭板上填塘渣3.84*72.94#NAME?m1035CM水泥稳定层水泥含量94.74+104.7+60+81#NAME?m1CMMS-3下封层改性乳化沥青94.74+104.7+60+81#NAME?m11页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量聚酯玻纤布94.74+104.7+60+81#NAME?m6cm中粒式改性沥青AC-20C94.74+104.7+60+81#NAME?m改性乳化沥青PCR0.5L/M294.74+104.7+60+81#NA

27、ME?m4cm细粒式改性沥青AC-13C94.74+104.7+60+81#NAME?m50CM塘渣填筑m10CM碎石整平层2.5*6*4#NAME?m15cmc15水泥砼2.5*6*4#NAME?m2cmM7.5浆砌+3cm毛面花岗石人行道搭板处2.85*6*4#NAME?m盲道板3cm+1cm砂浆其中0.6*6*4#NAME?m搭板处C30现浇砼侧石0.095*6*4#NAME?m外露面斩假石0.45*6*4#NAME?m花岗石平石0.2*0.256*4*2#NAME?mC20细石0.25*0.01*48#NAME?m花岗石侧石15*306*4#NAME?mC20细石（0.15*0.1+0

28、.4*0.4*0.5）*24#NAME?m挡墙外侧素土回填2.5*1.5*0.5*6*4#NAME?m六六桥桥头头处处理理水水泥泥搅搅拌拌桩桩双向50长12米474.00#NAME?根长长5688米3.1416*0.25*0.25*5688#NAME?m水水泥泥掺掺量量55KG/M5688*55#NAME?kg10cm10cm碎碎石石垫垫层层CADm10cm10cm碎碎石石垫垫层层26.05*31.5#NAME?m40CM级配碎石26.05*31.5#NAME?mGSJ50/HP双向土工格栅26.05*31.5#NAME?m填塘渣26.05*31.5*0.37#NAME?mGSJ50/HP双向

29、土工格栅m12页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量30CM塘渣填筑mGSJ50/HP双向土工格栅mM5浆砌块石挡墙0.85*6*4*0.5#NAME?m油毛毡隔离0.85*6*4#NAME?m七C25C25钢钢筋筋砼砼挡挡墙墙37.20#NAME?m挖土方（3.8+0.65*0.33）*0.65*6*4#NAME?m10cm碎石垫层2.8*0.1*6*4#NAME?m塘渣回填3.29*5*4+0.594*5*4#NAME?m防腐木丝板沉降缝37.2/20*4#NAME?m钢筋10内626.80#NAME?kg钢筋10外2041.3-626.8

30、#NAME?kg模板2.4*2*6*4#NAME?m碎石滤层0.5*0.5*6*4#NAME?m针刺无纺土工布1.4*6*4#NAME?m10cm粘土1*6*4*0.1#NAME?m10PVC泄水孔0.5*4#NAME?m挡墙压顶C300.15*0.25*6*4#NAME?m模板0.15*2*6*4+0.15*0.25*4#NAME?m缘石及栏杆底梁C3014.70#NAME?m钢筋10内607.6-140.4#NAME?kg钢筋10外835.9+1123.3-1123.3#NAME?kg模板（0.24*2+0.4*2+0.4*2+0.545*2）*19.6*2+0.24*0.3*4+0.4*

31、0.2*4+0.27*0.4*4+0.545*0.25*4#NAME?m缘石外露面斩假石0.42*17.4*4#NAME?m3mm砂面聚酯胎型塑性体改性沥青防水卷材桥面铺装APP-PY-M-3449.00#NAME?m13页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目名称清单工程量计算公式定额工程量4cm4cm细细粒粒式式改改性性砼砼AC-13C449.00#NAME?m6cm6cm中中粒粒式式改改性性砼砼AC-20C449.00#NAME?mHRB400610钢筋网4.44kg/m2117.00#NAME?mC30细石铺装3cm117.00#NAME?mHM1500防水层500g/

32、m2117.00#NAME?m2cm1:2水泥砂浆+3cm毛面花岗石3.56*17.8+3.32*17.8#NAME?m盲道板3cm+1cm砂浆其中0.6*（17.8*2）#NAME?m人行道板预制C3013.9*1.02#NAME?m预制钢筋10内73.9+66.5#NAME?kg预制钢筋10外788.6+334.7#NAME?kg模板（1.44+0.5）*2*0.1*16*2+（1.795+0.5）*2*0.1*24*2+（1.987+0.5）*2*0.1*28*2#NAME?m地膜117.00#NAME?mC20素砼封堵0.2*0.1*1.58*2*2+0.2*0.1*2.88*2+0.

33、1*0.2*(4.298+5.07)#NAME?m模板0.1*1.58*2*2+0.1*2.88*2+0.1*(4.298+5.08)#NAME?m铸铁泄水孔1001.22*4#NAME?m铸铁雨水盖1002*2#NAME?套无纺土工布包孔m绿绿化化带带泄泄水水孔孔18个0.3*9*2#NAME?m防渗土工布一布一膜500g/m217.5*2.2#NAME?m无纺土工布包孔0.5*0.5*9*2#NAME?m5cm粗砂1.58*0.05*17.5#NAME?mGQF-C40型钢伸缩缝m钢筋kg人人行行道道钢钢板板伸伸缩缩缝缝m钢板kg14页共25页宝庆路桥梁工程计算书工程名称：桥梁工程序号项目

34、名称清单工程量计算公式定额工程量钢筋10kg金金属属栏栏杆杆不锈钢62.40#NAME?m栏杆底梁氟碳涂料饰面（0.19*0+0.25）*62.4#NAME?m预埋钢板0.21*0.13*78.5*60#NAME?kg钢筋120.75*60*0.888#NAME?kg2 2 过过桥桥管管吊吊篮篮预埋钢板0.2*0.2*12*7.85*3*2#NAME?kg钢筋160.24*4*6*1.58+0.35*2*6*1.58#NAME?kg吊篮钢板带kg承台处2cm防腐木丝板沉降缝kg十十四四措措施施项项目目支架地基处理面积利用实体工程量#NAME?m预制小箱梁下地膜（35.5+4）*（41+4）#N

35、AME?m支架体积满堂支架50*39.55#NAME?m钢管租赁使用费8元/T.天1977.5*50#NAME?kg支架预压27元/m239.55*17.4#NAME?m钢管租赁使用费60天#NAME?#NAME?元C20砼基础17.5*39.55*0.2#NAME?m塘渣回填6017.5*39.5*0.6#NAME?mmmmt根/m2根孔kgcm套块个元主线桥工程量计算表墩台设计标高承台底标高桩底标高原地面标高桩径桩长根数总长K004.3930.582-48.2680.2110004910490K015.4330-57.85-0.5612005810580K026.4730-54.851.9

36、412005510550K037.5130-53.851.8112005410540K048.5530-56.851.9312005710570K059.5930-54.851.8612005510550K0610.60-52.851.8412005312636K0711.6080-56.851.8612005712684K0812.5550-53.851.8312005412648K0913.2241.5-53.354.6410005516880K1013.7241.5-54.354.6410005616896K1113.8730-57.851.8912005812696K1214.0170

37、-50.851.9912005112612K1314.1210-56.85212005712684K1414.2240-49.851.8812005010500K1514.350-55.851.8712005610560K1613.4760-52.851.8812005310530K1714.6140-53.853.5812005410540K1814.7580-48.853.1680050201000K1914.9020-56.853.5812005710570K2015.0430-55.851.9812005610560K2115.1480-54.851.8812005510550K221

38、5.060-57.850.6612005810580K2314.810-53.852.6212005410540K2414.5460-51.852.612005210520K2514.370-56.852.612005712684K2614.1940-51.852.4612005212624K2714.0180-53.852.571200541264815273201742212001000单跨钻孔混凝土水上平台挖土深挖土10cm垫层干土钢板桩380.745 392.69875208-0.172-5.848-198.832 米32647.934088667.273716208-0.36-16.

39、16048.84844.891332642.279226633.3445442.14264.84648.848123.7622.732629.499238 622.034822.01248.75768.848123.7622.732664.785577655.9639922.13263.60888.848123.7622.732641.374448633.3445442.06254.94568.848123.7622.731742.234567732.8701152.04271.89129.632133.2823.431796.792675 787.156792.06274.55689.632

40、133.2823.431755.670519746.4417842.03270.55849.632133.2823.430728.723216 703.716163.34452.30289.702135.4223.341741.289576 716.282523.34452.30289.702135.4223.332810.771494800.7284592.09278.55529.632133.2823.432717.126979705.7267782.19291.88329.632133.2823.423798.692709 787.156792.2293.2169.632133.2823

41、.423585.052023576.7959242.08257.42088.848123.7622.728652.797269644.6542682.07256.18328.848123.7622.728618.981195610.7250962.08257.42088.848123.7622.730.5649.517449 622.034823.78467.81288.848123.7622.732522.861107512.7074883.36421.47848.8125.4422.432683.446621655.9639923.78467.81288.848123.7622.731.5

42、654.041339644.6542682.18269.79688.848123.7622.734641.600643633.3445442.08257.42088.848123.7622.733661.731951667.273716163.80.86106.43368.848123.7622.733638.660114 622.034822.82349.00328.848123.7622.733615.814472599.4153722.8346.5288.848123.7622.722 806.83571 787.156792.8373.1849.632133.2823.422737.0

43、77333719.2984462.66354.52489.632133.2823.422765.713554746.4417842.77369.18569.632133.2823.481518932.050118627.2411579.88149.622247.6123174.498610.4支撑结构类型立柱高立柱周长立柱模板承台模板盖梁模板桥台模板箱梁长度E261.2132F1.062425.44101.69648.578 F2.12450.4101.645.627 F3.16728.891.2096101.648.351 H4.1825.6107.008101.66446.762 F5.2

44、4728.8151.1136101.647.736 G6.18830.4188.1152107.212348.204 G7.1730.4217.968107.247.502 I8.11630.4246.7264107.277.822 G5.230.4158.08112147.0877.822 G5.730.4173.28112147.084148.906 I9.43530.4286.824107.26451.246 G9.62233.6323.2992107.251.48 G9.65430.4293.4816107.24647.216 G9.89828.8285.0624101.646.989

45、 I9.98725.6255.6672101.65647.216 G10.14528.8292.176101.685.806 G10.2425.6262.144101.612675.264 F9.38425.6240.2304108.885.806 H10.52825.6269.5168101.649.486 F10.71228.8308.5056101.647.216 F10.77525.6275.84101.613319.522 F10.68625.6273.5616101.664.014 H10.43725.6267.1872101.663.56 F10.22228.8294.39361

46、01.665.52 F9.9130.4301.264107.26662.244 F9.75230.4296.4608107.264.818 E9.63433.6323.7024107.21464.7130219.1496258.65762821.6294.16261.2132815箱梁模板(底)箱梁后浇模板箱梁模板(室内侧)防撞护栏模板墩身C30承台C30梁底标高支架高度满堂支架2880482776.288580.810.021563.8633.0231233.38417.521564.9031.5631871.08833.41565.9432.7331752.768192034.121566

47、.9833.6532605.488321839.008387.248.381568.0234.7633433.7284790.8557.46170.569.035.794825.3592565.62170.5610.0386.7786136.32673.5170.5610.9857.7557546.2602561.55471.364744.1541.417111.6545.614 6717.92252474.76312.162419248.054517112.1542406.484.48170.5612.3039.0134830.968322758.512387.293.72170.5612.

48、4479.0579830.081930.43686.29170.5612.5519.1517747.504232290.70154278.381.8615612.6549.3749054.09375168075.9415612.789.516741.588281645.088338.883.6415611.9068.6266474.552378077.7615613.0448.0646490.3237571.59153.613.1888.6286810.33679.8315613.3328.3526927.84633661.856762.387.7215613.47310.0937407.97

49、313399081.615613.57810.298 8839.498580.9615613.4911.439142.05679.1815613.249.22 8688.487566.54004.448804.6584.215612.9768.9767655.9672769.3688.42170.5612.88.88310.2887.1170.5612.6248.7647148.548333198.56488399.393.82170.5612.4488.4784931.21228621.806699.1630064.83044930.751844.534370.64163153.632支架基

50、础门架增加支架880132.48880132.48880132.48880132.48880132.48976.5128.341038.5128.341100.5128.3410656107.49396124.2169.741136132.481152132.4889795.221023.595.22770115.92770115.92838.75126.27880132.48880132.48866.25130.41935140.76907.5136.62907.5136.62907.5136.6297991.0885891.0861691.0823904.56107.493963374.1

51、预制部分墩顶现浇连续段湿接缝跨径26m边跨一片边梁 35.31654 1.248007 2.0193942226一片中梁 33.13616 1.477309 4.03878844一片中梁预制砼体积28m边跨一片边梁 37.26926 1.248007 2.1693941633.1361586一片中梁 34.5931 1.477309 4.33878832一片中梁现浇砼体积34m边跨一片边梁 44.84906 1.248007 2.619393981.477309一片中梁 41.5657 1.477309 5.2387879635m边跨一片边梁 46.11236 1.248007 2.69439

52、395跨径一片中梁 42.7278 1.477309 5.38878792635m中跨一片边梁 46.11236 2.496013 2.71051894一片边梁预制砼体积一片中梁 42.7278 2.954618 5.4210378935.316543637m中跨一片边梁 48.63896 2.496013 2.86051888一片边梁现浇砼体积一片中梁45.0522.954618 5.721037771.2480065南环路高架小箱梁混凝土数量表（不含四、五联）跨径预制部分988.469052828现浇部分133.596733一片中梁预制砼体积34.5930972南环路高架四、五联小箱梁混凝

53、土数量表一片中梁现浇砼体积预制部分994.2336441.477309现浇部分133.596733跨径28一片边梁预制砼体积37.2692572一片边梁现浇砼体积1.2480065跨径34一片中梁预制砼体积41.5656972一片中梁现浇砼体积1.477309跨径34一片边梁预制砼体积44.8490572一片边梁现浇砼体积1.2480065跨径35一片中梁预制砼体积42.7277972一片中梁现浇砼体积1.477309跨径35一片边梁预制砼体积46.1123572一片边梁现浇砼体积1.2480065跨径35一片中梁预制砼体积42.7277972一片中梁现浇砼体积2.954618跨径35一片边梁

54、预制砼体积46.1123572一片边梁现浇砼体积2.496013跨径37一片中梁预制砼体积45.0519972一片中梁现浇砼体积2.954618跨径37一片边梁预制砼体积48.6389572一片边梁现浇砼体积2.496013跨中截面面积1.1621端部截面面积1.4501变化段截面面积1.3061跨中截面长度21.1端部截面长度0.9变化段截面长度4一个中横隔梁体积 0.51322非连续段端横梁体积1.2202一个堵头板体积 0.101352中横隔梁个数1非连续段端横梁个数1堵头板个数1一个齿板体积0.125793现浇横梁体积1.477309齿板个数2现浇横梁个数1跨中截面面积1.2633端部

55、截面面积1.5513变化段截面面积1.4073跨中截面长度21.1端部截面长度0.9变化段截面长度4一个中横隔梁体积 0.35578非连续段端横梁体积0.926825 一个堵头板体积 0.101352中横隔梁个数1非连续段端横梁个数1堵头板个数1一个齿板体积0.125793现浇横梁体积1.248007齿板个数2现浇横梁个数1跨中截面面积1.1621端部截面面积1.4501变化段截面面积1.3061跨中截面长度23.1端部截面长度0.9变化段截面长度4一个中横隔梁体积 0.51322非连续段端横梁体积1.2202一个堵头板体积 0.101352中横隔梁个数1非连续段端横梁个数0堵头板个数2一个齿板体积0.125793现浇横梁体积1.477309齿板个数4现浇横梁个数1跨中截面面积1.2633端部截面面积1.5513变化段截面面积1.4073跨中截面长度23.1端部截面长度0.9变化段截面长度4一个中横隔梁体积 0.