1、1頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量1#1#橋橋一一灌灌注注樁樁1 10.8m0.8m鉆鉆孔孔灌灌注注樁樁水水下下C30C303636根根18*2*42#NAME?m回旋鉆機鉆孔1.0m陸上3.1416*.4*.4*（43.4+1.65）*18#NAME?m回旋鉆機鉆孔1.0m水上3.1416*.4*.4*（43.4+1.65/2）*18#NAME?m埋設鋼護筒陸上1.0m18*1.5#NAME?m埋設鋼護筒水上1.2m18*2.5#NAME?m灌注樁水下商品砼C303.1416*.4*.4*（36*42.4）#NAME?m泥漿池建造、拆除

2、#NAME?#NAME?m泥漿運輸運距5km內#NAME?#NAME?m鑿除樁頂0.4*0.4*0.4*3.1416*36#NAME?m挖掘機挖石渣0.4*0.4*0.4*3.1416*36#NAME?m水上支架平臺（28.34+6.5）*（6.5+2）#NAME?m陸上支架平臺（26.86+6.5）*（6.5+2）#NAME?m超聲波檢測管（高出樁一米）543鋼管0.00#NAME?m鉆孔樁鋼筋1155*36#NAME?kg小應變36.00#NAME?根大應變1.00#NAME?根二二承承臺臺、臺臺帽帽、蓋蓋梁梁1 承臺M5漿砌塊石墊層 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承臺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頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量螺紋鋼筋HRB3356774.5*3+7492.1#NAME?kg園鋼筋10網

4、片R235kg承臺冷卻管1英寸金屬管 2.54CMm16架立鋼筋kg2 橋橋臺臺身身C30C3055.8*3+59.5#NAME?m螺紋鋼筋HRB3354750*4+267.9+51.1#NAME?kg鋼筋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四油三氈3.14*0.5*0.68*4#NAME?mC30擋塊及墊石0.9*4#NAME?m模板0.40*0.82*2*4#NAME?m3 翼翼墻墻C30C300.9*4#NAME?mc模板0.9/0.2*4#NAME?

5、m螺紋鋼筋HRB335349.9*4#NAME?kg鋼筋R2353.9*4#NAME?kg4 4 河河道道清清淤淤11.6*1.5*33#NAME?m圓木樁圍堰4米13*2#NAME?m打木樁0.693*2.6#NAME?m打樁架次2.00#NAME?排水574.20#NAME?m五五搭搭板板橋頭搭板C3036.5+18.7+21.3+18.8#NAME?m枕梁C2510+5.2+5.6+5.8#NAME?m鋼筋HRB3356845.6+7389.5+3197.1-400#NAME?kg鋼筋R235152.1+163.5+84.4#NAME?kg3頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工

6、程序號項目名稱清單工程量計算公式定額工程量搭板模板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墊層1.2*（10.6*2*0.179+11.09*0.1825+11.57*0.186+2.9*4*0.121）#NAME?m10cmC20搭板下墊層5.26*（10.5*2+10.99+11.47+2.8*4）*0.1#NAME?m墊層模板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油毛氈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防腐木絲板0.885*（10.5*2+10.99+11.47）#NAME?m四油三氈0.95*24.5#NAME?m搭板上填塘渣2.15*（10.5*2+10.99+11.47）#NAME?m河道內回填土至1.4米

8、322.5*7.079#NAME?m40水泥穩定層水泥含量20*6+10.49*6+10.97*6#NAME?m1CMMS-3下封層改性乳化瀝青20*6+10.49*6+10.97*6#NAME?m8cm粗粒式普通瀝青AC-25C20*6+10.49*6+10.97*6#NAME?m6cm中粒式改性瀝青AC-20C20*6+10.49*6+10.97*6#NAME?m改性乳化瀝青PCR0.5L/M2248.76*2#NAME?m4cm細粒式改性瀝青AC-13C20*6+10.49*6+10.97*6#NAME?m50CM塘渣填筑2.5*6*4#NAME?m10CM碎石整平層2.5*6*4#NA

9、ME?m16cmc20水泥砼2.5*6*4#NAME?m3cmM7.5漿砌+3cm毛面花崗石人行道搭板處2.85*6*4#NAME?m盲道板3cm+1cm砂漿其中0.6*6*4#NAME?m4頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量搭板處C30現澆砼側石0.095*6*4#NAME?m外露面斬假石0.45*6*4#NAME?m花崗石平石0.2*0.256*4*2#NAME?mC20細石0.25*0.01*48#NAME?m花崗石側石15*306*4#NAME?mC20細石（0.15*0.1+0.4*0.4*0.5）*24#NAME?m擋墻外側素土

10、回填2.5*1.5*0.5*6*4#NAME?m六六橋橋頭頭處處理理水水泥泥攪攪拌拌樁樁雙向50長12米865.00#NAME?根長長10380米3.1416*0.25*0.25*10380#NAME?m水水泥泥摻摻量量55KG/M10380*55#NAME?kg10cm10cm碎碎石石墊墊層層CAD730+652.5#NAME?m10cm10cm碎碎石石墊墊層層(28.55+31.5)*26.04#NAME?m40CM級配碎石(28.55+31.5)*26.04#NAME?mGSJ50/HP雙向土工格柵(28.55+31.5)*26.04#NAME?m40CM塘渣(28.55+31.5)*2

11、1.05#NAME?mGSJ50/HP雙向土工格柵(28.55+31.5)*23.04#NAME?m30CM塘渣填筑(28.55+31.5)*23.05#NAME?mGSJ50/HP雙向土工格柵(28.55+31.5)*23.04#NAME?mM5漿砌塊石擋墻0.85*6*4*0.5#NAME?m油毛氈隔離0.85*6*4#NAME?m七C25C25鋼鋼筋筋砼砼擋擋墻墻38.10#NAME?m挖土方（3.8+0.65*0.33）*0.65*5*4#NAME?m10cm碎石墊層2.8*0.1*5*4#NAME?m塘渣回填3.29*5*4+0.594*5*4#NAME?m5頁共25頁寶慶路橋梁工程

12、計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量防腐木絲板沉降縫38.1/20*4#NAME?m鋼筋10內639.20#NAME?kg鋼筋10外2047.4-639.2#NAME?kg模板2.4*2*5*4#NAME?m碎石濾層0.5*0.5*5*4#NAME?m針刺無紡土工布1.4*5*4#NAME?m10cm粘土1*5*4*0.1#NAME?m10PVC泄水孔0.5*4#NAME?m擋墻壓頂C300.19*0.25*6*4#NAME?m模板0.19*2*6*4+0.19*0.25*4#NAME?m緣石及欄桿底梁C309.60#NAME?m鋼筋10內254.7+49.3#NA

13、ME?kg鋼筋10外454.9+42.62#NAME?kg模板0.28*2*16*2+0.45*16*4#NAME?mC50聚丙烯睛纖維砼橋面鋪裝1kg/m310cm 339.00#NAME?m5cm5cm細細粒粒式式改改性性砼砼AC-13C16.9/0.05#NAME?mHRB4001010鋼筋網12.34kg/m2339.2+96#NAME?mC30細石3cm2.78*16*2#NAME?mHM1500防水層500g/m2339+96#NAME?m2cm1:2水泥砂漿+3cm毛面花崗石2.86*16*2#NAME?m盲道板3cm+1cm砂漿其中0.6*16*2#NAME?m人行道板預制C3

14、08.2*1.02#NAME?m預制鋼筋10內194.30#NAME?kg預制鋼筋10外1012.80#NAME?kg6頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量模板（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復合雨水篦25*46重型2*2#NAME?套無紡土工布包孔0.52*1.2*4#NAME?m綠綠化化帶帶泄泄水水孔孔0.

15、5*8#NAME?m防滲土工布18*2.3#NAME?m無紡土工布包孔0.2*0.2*8#NAME?m5cm粗砂1.6*0.05*16#NAME?mGQF-C40型鋼伸縮縫42.30#NAME?m鋼筋768.20#NAME?kg人人行行道道鋼鋼板板伸伸縮縮縫縫3.2*4#NAME?m鋼板128.4+88.4#NAME?kg鋼筋1038.70#NAME?kg金金屬屬欄欄桿桿不銹鋼57.20#NAME?m欄桿底梁氟碳涂料飾面（0.19*0+0.25）*57.2#NAME?m預埋鋼板0.21*0.13*78.5*60#NAME?kg鋼筋120.75*60*0.888#NAME?kg2 2 過過橋橋管

16、管吊吊籃籃預埋鋼板0.2*0.2*12*7.85*6*2#NAME?kg鋼筋160.24*4*12*1.58+0.35*2*12*1.58#NAME?kg吊籃鋼板帶kgkgkg7頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量七七先先張張法法預預制制混混凝凝土土空空心心板板梁梁16米長A型C501818.00#NAME?塊16米長B1型C503.00#NAME?塊16米長B2型C501.00#NAME?塊16米長C1型C501.00#NAME?塊16米長C2型C501.00預制混凝土空心板梁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鉸縫1.3*20#NAME?m板梁底砂漿勾平縫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預制混凝土空心板梁鋼筋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預制混凝土空心板梁鋼筋R2355762.7+1942.2+860.3+320.1+274.5+109.8+293.8+169.8+394.4+168.7#NAME?kg預制混凝土空心板梁鋼絞線15.244428.1+738+246*3#NAME?kg波紋管553.93*14*24#NAME?m鉸縫鋼筋10.55kg/米1920.10#NAME?kg內膜3.1416*0.5*15.96*24#NAME?m九九支支座座板式橡膠支座150*28mm96個3.1416*15/2*15

19、/2*2.8*96#NAME?cm8頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量2#2#橋橋一一灌灌注注樁樁1 10.8m0.8m鉆鉆孔孔灌灌注注樁樁水水下下C30C303636根根46*45#NAME?m回旋鉆機鉆孔1.0m陸上3.1416*.4*.4*（46.4+2.65）*46#NAME?m回旋鉆機鉆孔1.0m水上m埋設鋼護筒陸上1.0m46*1.5#NAME?m埋設鋼護筒水上1.2mm灌注樁水下商品砼C303.1416*.4*.4*（46*45.4）#NAME?m泥漿池建造、拆除#NAME?#NAME?m泥漿運輸運距5km內#NAME?#NA

20、ME?m鑿除樁頂0.4*0.4*0.4*3.1416*46#NAME?m挖掘機挖石渣0.4*0.4*0.4*3.1416*46#NAME?m陸上支架平臺（30.1+6.5）*（6.5+2）+（44.6+6.5）*（6.5+2）#NAME?m超聲波檢測管（高出樁一米）543鋼管0.00#NAME?m鉆孔樁鋼筋58103.50#NAME?kg小應變46.00#NAME?根大應變2.00#NAME?根二二承承臺臺、臺臺帽帽、蓋蓋梁梁1 承臺M5漿砌塊石墊層 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橋下挖

21、土方含承臺、枕梁(54.087*33.5+54.163*41.01)#NAME?m挖干土其中1144.36*1#NAME?m挖濕土其中#NAME?#NAME?m鋼板樁支撐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頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量模板2.61*2#NAME?m承臺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防腐木絲板沉降縫3.6*1.5*2#NAME?m螺紋鋼筋HRB3357016.6+8735.1+23161#NAME?kg園鋼筋10網片R235kg承臺冷卻管1英寸金屬管 2.54CMm16架立鋼筋kg2 橋橋柱柱式式板板梁梁C40C40307.2+417.6#NAME?m螺紋鋼筋HRB33580321+85372.1#NAME?kg鋼筋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四油三氈mC30擋塊及墊石m模板0.69*0.66*4#NAME?m3 翼翼墻墻C30C301.6+1.7+1.3#NAME?mc模板4.6/0.2*2#NAME?m螺紋鋼筋HRB335305.5+278.7+244.9#NAME?kg鋼筋R2353.9*2+2.9#NAME?kg4 4 河河道道清清淤淤m圓木樁圍堰4米m10頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量打木樁m打樁架次排水m五五搭搭板板橋頭搭板C3022.1+35.3+28.4+37.4#NAME?m枕梁C256+9.6

24、+7.7+10.2#NAME?m鋼筋HRB3354280.4+6832.5+5487.2+7226.8-520.4#NAME?kg鋼筋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墊層1.2*（13.1*0.1328+20.9*0.152+16.8*0.142+22.14*0.1554）#NAME?m10cmC20搭板下墊層5.26*

25、（13.1+20.9+16.8+22.14）*0.1#NAME?m墊層模板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油毛氈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搭板下承臺背塘渣8.096*（29.9+43.04）#NAME?m防腐木絲

26、板0.885*（29.9+43.04）#NAME?m四油三氈0.90*72.94#NAME?m搭板上填塘渣3.84*72.94#NAME?m1035CM水泥穩定層水泥含量94.74+104.7+60+81#NAME?m1CMMS-3下封層改性乳化瀝青94.74+104.7+60+81#NAME?m11頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量聚酯玻纖布94.74+104.7+60+81#NAME?m6cm中粒式改性瀝青AC-20C94.74+104.7+60+81#NAME?m改性乳化瀝青PCR0.5L/M294.74+104.7+60+81#NA

27、ME?m4cm細粒式改性瀝青AC-13C94.74+104.7+60+81#NAME?m50CM塘渣填筑m10CM碎石整平層2.5*6*4#NAME?m15cmc15水泥砼2.5*6*4#NAME?m2cmM7.5漿砌+3cm毛面花崗石人行道搭板處2.85*6*4#NAME?m盲道板3cm+1cm砂漿其中0.6*6*4#NAME?m搭板處C30現澆砼側石0.095*6*4#NAME?m外露面斬假石0.45*6*4#NAME?m花崗石平石0.2*0.256*4*2#NAME?mC20細石0.25*0.01*48#NAME?m花崗石側石15*306*4#NAME?mC20細石（0.15*0.1+0

28、.4*0.4*0.5）*24#NAME?m擋墻外側素土回填2.5*1.5*0.5*6*4#NAME?m六六橋橋頭頭處處理理水水泥泥攪攪拌拌樁樁雙向50長12米474.00#NAME?根長長5688米3.1416*0.25*0.25*5688#NAME?m水水泥泥摻摻量量55KG/M5688*55#NAME?kg10cm10cm碎碎石石墊墊層層CADm10cm10cm碎碎石石墊墊層層26.05*31.5#NAME?m40CM級配碎石26.05*31.5#NAME?mGSJ50/HP雙向土工格柵26.05*31.5#NAME?m填塘渣26.05*31.5*0.37#NAME?mGSJ50/HP雙向

29、土工格柵m12頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量30CM塘渣填筑mGSJ50/HP雙向土工格柵mM5漿砌塊石擋墻0.85*6*4*0.5#NAME?m油毛氈隔離0.85*6*4#NAME?m七C25C25鋼鋼筋筋砼砼擋擋墻墻37.20#NAME?m挖土方（3.8+0.65*0.33）*0.65*6*4#NAME?m10cm碎石墊層2.8*0.1*6*4#NAME?m塘渣回填3.29*5*4+0.594*5*4#NAME?m防腐木絲板沉降縫37.2/20*4#NAME?m鋼筋10內626.80#NAME?kg鋼筋10外2041.3-626.8

30、#NAME?kg模板2.4*2*6*4#NAME?m碎石濾層0.5*0.5*6*4#NAME?m針刺無紡土工布1.4*6*4#NAME?m10cm粘土1*6*4*0.1#NAME?m10PVC泄水孔0.5*4#NAME?m擋墻壓頂C300.15*0.25*6*4#NAME?m模板0.15*2*6*4+0.15*0.25*4#NAME?m緣石及欄桿底梁C3014.70#NAME?m鋼筋10內607.6-140.4#NAME?kg鋼筋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緣石外露面斬假石0.42*17.4*4#NAME?m3mm砂面聚酯胎型塑性體改性瀝青防水卷材橋面鋪裝APP-PY-M-3449.00#NAME?m13頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目名稱清單工程量計算公式定額工程量4cm4cm細細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鋼筋網4.44kg/m2117.00#NAME?mC30細石鋪裝3cm117.00#NAME?mHM1500防水層500g/

32、m2117.00#NAME?m2cm1:2水泥砂漿+3cm毛面花崗石3.56*17.8+3.32*17.8#NAME?m盲道板3cm+1cm砂漿其中0.6*（17.8*2）#NAME?m人行道板預制C3013.9*1.02#NAME?m預制鋼筋10內73.9+66.5#NAME?kg預制鋼筋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鑄鐵泄水孔1001.22*4#NAME?m鑄鐵雨水蓋1002*2#NAME?套無紡土工布包孔m綠綠化化帶帶泄泄水水孔孔18個0.3*9*2#NAME?m防滲土工布一布一膜500g/m217.5*2.2#NAME?m無紡土工布包孔0.5*0.5*9*2#NAME?m5cm粗砂1.58*0.05*17.5#NAME?mGQF-C40型鋼伸縮縫m鋼筋kg人人行行道道鋼鋼板板伸伸縮縮縫縫m鋼板kg14頁共25頁寶慶路橋梁工程計算書工程名稱：橋梁工程序號項目

34、名稱清單工程量計算公式定額工程量鋼筋10kg金金屬屬欄欄桿桿不銹鋼62.40#NAME?m欄桿底梁氟碳涂料飾面（0.19*0+0.25）*62.4#NAME?m預埋鋼板0.21*0.13*78.5*60#NAME?kg鋼筋120.75*60*0.888#NAME?kg2 2 過過橋橋管管吊吊籃籃預埋鋼板0.2*0.2*12*7.85*3*2#NAME?kg鋼筋160.24*4*6*1.58+0.35*2*6*1.58#NAME?kg吊籃鋼板帶kg承臺處2cm防腐木絲板沉降縫kg十十四四措措施施項項目目支架地基處理面積利用實體工程量#NAME?m預制小箱梁下地膜（35.5+4）*（41+4）#N

35、AME?m支架體積滿堂支架50*39.55#NAME?m鋼管租賃使用費8元/T.天1977.5*50#NAME?kg支架預壓27元/m239.55*17.4#NAME?m鋼管租賃使用費60天#NAME?#NAME?元C20砼基礎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套塊個元主線橋工程量計算表墩臺設計標高承臺底標高樁底標高原地面標高樁徑樁長根數總長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單跨鉆孔混凝土水上平臺挖土深挖土10cm墊層干土鋼板樁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支撐結構類型立柱高立柱周長立柱模板承臺模板蓋梁模板橋臺模板箱梁長度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)箱梁后澆模板箱梁模板(室內側)防撞護欄模板墩身C30承臺C30梁底標高支架高度滿堂支架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、礎門架增加支架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、預制部分墩頂現澆連續段濕接縫跨徑26m邊跨一片邊梁 35.31654 1.248007 2.0193942226一片中梁 33.13616 1.477309 4.03878844一片中梁預制砼體積28m邊跨一片邊梁 37.26926 1.248007 2.1693941633.1361586一片中梁 34.5931 1.477309 4.33878832一片中梁現澆砼體積34m邊跨一片邊梁 44.84906 1.248007 2.619393981.477309一片中梁 41.5657 1.477309 5.2387879635m邊跨一片邊梁 46.11236 1.248007 2.69439

52、395跨徑一片中梁 42.7278 1.477309 5.38878792635m中跨一片邊梁 46.11236 2.496013 2.71051894一片邊梁預制砼體積一片中梁 42.7278 2.954618 5.4210378935.316543637m中跨一片邊梁 48.63896 2.496013 2.86051888一片邊梁現澆砼體積一片中梁45.0522.954618 5.721037771.2480065南環路高架小箱梁混凝土數量表（不含四、五聯）跨徑預制部分988.469052828現澆部分133.596733一片中梁預制砼體積34.5930972南環路高架四、五聯小箱梁混凝

53、土數量表一片中梁現澆砼體積預制部分994.2336441.477309現澆部分133.596733跨徑28一片邊梁預制砼體積37.2692572一片邊梁現澆砼體積1.2480065跨徑34一片中梁預制砼體積41.5656972一片中梁現澆砼體積1.477309跨徑34一片邊梁預制砼體積44.8490572一片邊梁現澆砼體積1.2480065跨徑35一片中梁預制砼體積42.7277972一片中梁現澆砼體積1.477309跨徑35一片邊梁預制砼體積46.1123572一片邊梁現澆砼體積1.2480065跨徑35一片中梁預制砼體積42.7277972一片中梁現澆砼體積2.954618跨徑35一片邊梁

54、預制砼體積46.1123572一片邊梁現澆砼體積2.496013跨徑37一片中梁預制砼體積45.0519972一片中梁現澆砼體積2.954618跨徑37一片邊梁預制砼體積48.6389572一片邊梁現澆砼體積2.496013跨中截面面積1.1621端部截面面積1.4501變化段截面面積1.3061跨中截面長度21.1端部截面長度0.9變化段截面長度4一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積 0.101352中橫隔梁個數1非連續段端橫梁個數1堵頭板個數1一個齒板體積0.125793現澆橫梁體積1.477309齒板個數2現澆橫梁個數1跨中截面面積1.2633端部

55、截面面積1.5513變化段截面面積1.4073跨中截面長度21.1端部截面長度0.9變化段截面長度4一個中橫隔梁體積 0.35578非連續段端橫梁體積0.926825 一個堵頭板體積 0.101352中橫隔梁個數1非連續段端橫梁個數1堵頭板個數1一個齒板體積0.125793現澆橫梁體積1.248007齒板個數2現澆橫梁個數1跨中截面面積1.1621端部截面面積1.4501變化段截面面積1.3061跨中截面長度23.1端部截面長度0.9變化段截面長度4一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積 0.101352中橫隔梁個數1非連續段端橫梁個數0堵頭板個數2一個齒板體積0.125793現澆橫梁體積1.477309齒板個數4現澆橫梁個數1跨中截面面積1.2633端部截面面積1.5513變化段截面面積1.4073跨中截面長度23.1端部截面長度0.9變化段截面長度4一個中橫隔梁體積 0.