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1、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*421512.000m回旋鉆機鉆孔1.0m陸上3.1416*.4*.4*（43.4+1.65）*18407.604m回旋鉆機鉆孔1.0m水上3.1416*.4*.4*（43.4+1.65/2）*18400.139m埋設鋼護筒陸上1.0m18*1.527.000m埋設鋼護筒水上1.2m18*2.545.000m灌注樁水下商品砼C303.1416*.4*.4*（36*42.4）767.254m泥漿池建造、拆除82、07.74807.743m泥漿運輸運距5km內807.74807.743m鑿除樁頂0.4*0.4*0.4*3.1416*367.238m挖掘機挖石渣0.4*0.4*0.4*3.1416*367.238m水上支架平臺（28.34+6.5）*（6.5+2）296.140m陸上支架平臺（26.86+6.5）*（6.5+2）283.560m超聲波檢測管（高出樁一米）543鋼管0.000.000m鉆孔樁鋼筋1155*3641580.000kg小應變36.0036.000根大應變1.001.000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*16.143、*1*0.372.072m挖土方(18.04*32.78+22.46*31.28)1293.900m挖淤泥其中1.74*32.7857.037m回填塘渣8.73*31.28+4.07*32.78406.489m河道下挖土24.151*32.78791.670m承臺C303.6*14.44*3*1.5+3.6*15.94*1*1.5320.004m模板（3.6+14.44）*2*1.5*3+（3.6+15.94）*2*1.5*1220.980m1頁共28頁螺紋鋼筋HRB3356774.5*3+7492.127815.600kg園鋼筋10網片R235kg承臺冷卻管1英寸金屬管 2.54CMm16架4、立鋼筋kg2 橋橋臺臺身身C30C3055.8*3+59.5226.900m螺紋鋼筋HRB3354750*4+267.9+51.119319.000kg鋼筋R235204.2*4+13.8830.600kg模板4.175*2*（14.44*3+15.9）+226.9/47.7*6523.028mC20素砼封堵0.7*42.800m四油三氈3.14*0.5*0.68*44.270mC30擋塊及墊石0.9*43.600m模板0.40*0.82*2*42.624m3 翼翼墻墻C30C300.9*43.600mc模板0.9/0.2*418.000m螺紋鋼筋HRB335349.9*41399.600kg5、鋼筋R2353.9*415.600kg4 4 河河道道清清淤淤11.6*1.5*33574.200m圓木樁圍堰4米13*226.000m打木樁0.693*2.61.802m打樁架次2.002.000排水574.20574.200m五五搭搭板板橋頭搭板C3036.5+18.7+21.3+18.895.300m枕梁C2510+5.2+5.6+5.826.600m鋼筋HRB3356845.6+7389.5+3197.1-40017032.200kg鋼筋R235152.1+163.5+84.4400.000kg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頁共28頁搭6、板模板0.28*6*4*2+0.28*6*826.880m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）*472.952m10cmC20墊層1.2*（10.6*2*0.179+11.09*0.1825+11.57*0.186+2.9*4*0.121）11.249m10cmC20搭板下墊層5.26*（10.5*2+10.99+11.47+2.8*4）*0.128.751m墊層模板5.26*0.1*8+（10.6*2*0.179+11.09*0.1825+11.57*0.17、86+2.9*4*0.121）*222.957m1CM油毛氈0.3*（10.6*2+11.09+11.57+2.9*4）+0.7*2.8*424.478mC30素砼（0.26*0.5+0.5*1*0.26）*（10.6*2+11.09+11.57）11.404m中粗砂3.29*10.6*2+3.29*（11.09+11.57）144.299m防腐木絲板0.885*（10.5*2+10.99+11.47）38.462m四油三氈0.95*24.523.275m搭板上填塘渣2.15*（10.5*2+10.99+11.47）93.439m河道內回填土至1.4米322.5*7.0792282.978m48、0水泥穩定層水泥含量20*6+10.49*6+10.97*6248.760m1CMMS-3下封層改性乳化瀝青20*6+10.49*6+10.97*6248.760m8cm粗粒式普通瀝青AC-25C20*6+10.49*6+10.97*6248.760m6cm中粒式改性瀝青AC-20C20*6+10.49*6+10.97*6248.760m改性乳化瀝青PCR0.5L/M2248.76*2497.520m4cm細粒式改性瀝青AC-13C20*6+10.49*6+10.97*6248.760m50CM塘渣填筑2.5*6*460.000m10CM碎石整平層2.5*6*460.000m16cmc20水泥9、砼2.5*6*460.000m3cmM7.5漿砌+3cm毛面花崗石人行道搭板處2.85*6*468.400m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3頁共28頁盲道板3cm+1cm砂漿其中0.6*6*414.400m搭板處C30現澆砼側石0.095*6*42.280m外露面斬假石0.45*6*410.800m花崗石平石0.2*0.256*4*248.000mC20細石0.25*0.01*480.120m花崗石側石15*306*424.000mC20細石（0.15*0.1+0.4*0.4*0.5）*242.280m擋墻外側素土回填2.5*1.5*0.5*6*10、445.000m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865.00865.000根長長10380米3.1416*0.25*0.25*103802038.113m水水泥泥摻摻量量55KG/M10380*55570900.000kg10cm10cm碎碎石石墊墊層層CAD730+652.51382.500m10cm10cm碎碎石石墊墊層層(28.55+31.5)*26.041563.702m40CM級配碎石(28.55+31.5)*26.041563.702mGSJ50/HP雙向土工格柵(28.55+31.5)*26.041563.702m40CM塘渣(28.55+31.5)*2111、.051264.053mGSJ50/HP雙向土工格柵(28.55+31.5)*23.041383.552m30CM塘渣填筑(28.55+31.5)*23.051384.153mGSJ50/HP雙向土工格柵(28.55+31.5)*23.041383.552mM5漿砌塊石擋墻0.85*6*4*0.510.200m油毛氈隔離0.85*6*420.400m七C25C25鋼鋼筋筋砼砼擋擋墻墻38.1038.100m挖土方（3.8+0.65*0.33）*0.65*5*452.189m10cm碎石墊層2.8*0.1*5*45.600m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12、工程量4頁共28頁塘渣回填3.29*5*4+0.594*5*477.680m防腐木絲板沉降縫38.1/20*47.620m鋼筋10內639.20639.200kg鋼筋10外2047.4-639.21408.200kg模板2.4*2*5*496.000m碎石濾層0.5*0.5*5*45.000m針刺無紡土工布1.4*5*428.000m10cm粘土1*5*4*0.12.000m10PVC泄水孔0.5*42.000m擋墻壓頂C300.19*0.25*6*41.140m模板0.19*2*6*4+0.19*0.25*49.310m緣石及欄桿底梁C309.609.600m鋼筋10內254.7+49.3313、04.000kg鋼筋10外454.9+42.62497.520kg模板0.28*2*16*2+0.45*16*446.720mC50聚丙烯睛纖維砼橋面鋪裝1kg/m310cm 339.00339.000m5cm5cm細細粒粒式式改改性性砼砼AC-13C16.9/0.05338.000mHRB4001010鋼筋網12.34kg/m2339.2+96435.200mC30細石3cm2.78*16*288.960mHM1500防水層500g/m2339+96435.000m2cm1:2水泥砂漿+3cm毛面花崗石2.86*16*291.520m盲道板3cm+1cm砂漿其中0.6*16*219.200m14、人行道板預制C308.2*1.028.364m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5頁共28頁預制鋼筋10內194.30194.300kg預制鋼筋10外1012.801012.800kg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*255.057m地膜91.5+1.58*0.5*32*2142.060m泄水孔101.32*45.280m復合雨水篦25*46重型2*24.000套無紡土工布包孔0.52*1.2*42.496m綠綠化化帶帶15、泄泄水水孔孔0.5*84.000m防滲土工布18*2.341.400m無紡土工布包孔0.2*0.2*80.320m5cm粗砂1.6*0.05*161.280mGQF-C40型鋼伸縮縫42.3042.300m鋼筋768.20768.200kg人人行行道道鋼鋼板板伸伸縮縮縫縫3.2*412.800m鋼板128.4+88.4216.800kg鋼筋1038.7038.700kg金金屬屬欄欄桿桿不銹鋼57.2057.200m欄桿底梁氟碳涂料飾面（0.19*0+0.25）*57.214.300m預埋鋼板0.21*0.13*78.5*60128.583kg鋼筋120.75*60*0.88839.960kg216、 2 過過橋橋管管吊吊籃籃預埋鋼板0.2*0.2*12*7.85*6*245.216kg鋼筋160.24*4*12*1.58+0.35*2*12*1.5831.474kg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6頁共28頁吊籃鋼板帶kgkgkg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C501818.0018.000塊16米長B1型C503.003.000塊16米長B2型C501.001.000塊16米長C1型C501.001.000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+11.917、+12.1175.290m封堵C400.3*247.200mc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)*161546.666mc地胎膜400.00400.000mC50鉸縫1.3*2026.000m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*15.96364.127m預制混凝土空心板梁鋼筋HRB3353165.3+2934+1131.3+527.6+18、350.4+188.5+175.9+69.9+62.8+175.9+176.6+62.8+175.9+183.9+62.89443.600kg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+168.710296.300kg預制混凝土空心板梁鋼絞線15.244428.1+738+246*35904.100kg波紋管553.93*14*241320.480m鉸縫鋼筋10.55kg/米1920.101920.100kg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7頁共28頁19、內膜3.1416*0.5*15.96*24601.679m九九支支座座板式橡膠支座150*28mm96個3.1416*15/2*15/2*2.8*9647500.992cm2#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*452070.000m回旋鉆機鉆孔1.0m陸上3.1416*.4*.4*（46.4+2.65）*461134.143m回旋鉆機鉆孔1.0m水上m埋設鋼護筒陸上1.0m46*1.569.000m埋設鋼護筒水上1.2mm灌注樁水下商品砼C303.1416*.4*.4*（46*45.4）1049.747m泥漿池建造、拆除1120、34.141134.143m泥漿運輸運距5km內1134.141134.143m鑿除樁頂0.4*0.4*0.4*3.1416*469.249m挖掘機挖石渣0.4*0.4*0.4*3.1416*469.249m陸上支架平臺（30.1+6.5）*（6.5+2）+（44.6+6.5）*（6.5+2）745.450m超聲波檢測管（高出樁一米）543鋼管0.000.000m鉆孔樁鋼筋58103.5058103.500kg小應變46.0046.000根大應變2.002.000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+（1.39121、+4）/2*3.63+21.07*4）*2*0.395.295m橋下挖土方含承臺、枕梁(54.087*33.5+54.163*41.01)4033.139m挖干土其中1144.36*11144.360m挖濕土其中2888.782888.779m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8頁共28頁鋼板樁支撐22#（33.5+41.01）*4*8*24.99959605.616kg回填塘渣10.3087*41422.657m20厚20素砼2.61*41107.010m模板2.61*25.220m承臺C3014.24*3.6*1.5+17.74*3.6*1.5+22、（1.191+3.6）/2*3.43+21.07*3.6）*1.5*2424.898m模板（3.6+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*2281.196m2cm防腐木絲板沉降縫3.6*1.5*210.800m螺紋鋼筋HRB3357016.6+8735.1+2316138912.700kg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+417.6724.800m螺紋鋼筋HRB33580321+85372.116569323、.100kg鋼筋R235kg模板1144-6*36.9-6*31.5+3.7*68.4+23.876*21034.432mC20素砼封堵0.69*0.66*1.2*21.093m四油三氈mC30擋塊及墊石m模板0.69*0.66*41.822m3 翼翼墻墻C30C301.6+1.7+1.34.600mc模板4.6/0.2*246.000m螺紋鋼筋HRB335305.5+278.7+244.9829.100kg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9頁共28頁鋼筋R2353.9*2+2.910.700kg4 4 河河道道清清淤淤m圓木樁圍堰4米m打木樁m打24、樁架次排水m五五搭搭板板橋頭搭板C3022.1+35.3+28.4+37.4123.200m枕梁C256+9.6+7.7+10.233.500m鋼筋HRB3354280.4+6832.5+5487.2+7226.8-520.423306.500kg鋼筋R23593.9+149.3+119.4+157.8520.400kg搭板模板0.28*5.9*4*213.216m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）91.208m10cmC20墊層1.2*（13.1*0.132825、+20.9*0.152+16.8*0.142+22.14*0.1554）12.891m10cmC20搭板下墊層5.26*（13.1+20.9+16.8+22.14）*0.138.366m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*0.155427.323m1CM油毛氈0.3*（13.1+20.9+16.8+22.14）21.882mC25素砼（0.26*0.5+0.5*1*0.26）*（13.1+20.9+16.8+22.14）18.964m搭板下中粗砂4.216*26、29.9+3.219*43.04264.604m搭板下承臺背塘渣8.096*（29.9+43.04）590.522m防腐木絲板0.885*（29.9+43.04）64.552m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10頁共28頁四油三氈0.90*72.9465.646m搭板上填塘渣3.84*72.94280.090m1035CM水泥穩定層水泥含量94.74+104.7+60+81340.440m1CMMS-3下封層改性乳化瀝青94.74+104.7+60+81340.440m聚酯玻纖布94.74+104.7+60+81340.440m6cm中粒式改性瀝青27、AC-20C94.74+104.7+60+81340.440m改性乳化瀝青PCR0.5L/M294.74+104.7+60+81340.440m4cm細粒式改性瀝青AC-13C94.74+104.7+60+81340.440m50CM塘渣填筑m10CM碎石整平層2.5*6*460.000m15cmc15水泥砼2.5*6*460.000m2cmM7.5漿砌+3cm毛面花崗石人行道搭板處2.85*6*468.400m盲道板3cm+1cm砂漿其中0.6*6*414.400m搭板處C30現澆砼側石0.095*6*42.280m外露面斬假石0.45*6*410.800m花崗石平石0.2*0.256*4*28、248.000mC20細石0.25*0.01*480.120m花崗石側石15*306*424.000mC20細石（0.15*0.1+0.4*0.4*0.5）*242.280m擋墻外側素土回填2.5*1.5*0.5*6*445.000m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474.00474.000根長長5688米3.1416*0.25*0.25*56881116.839m水水泥泥摻摻量量55KG/M5688*55312840.000kg10cm10cm碎碎石石墊墊層層CADm10cm10cm碎碎石石墊墊層層26.05*31.5820.575m寶慶路橋梁工程計算書工程名稱：橋梁29、工程序號項目名稱清單工程量計算公式定額工程量11頁共28頁40CM級配碎石26.05*31.5820.575mGSJ50/HP雙向土工格柵26.05*31.5820.575m填塘渣26.05*31.5*0.37303.613mGSJ50/HP雙向土工格柵m30CM塘渣填筑mGSJ50/HP雙向土工格柵mM5漿砌塊石擋墻0.85*6*4*0.510.200m油毛氈隔離0.85*6*420.400m七C25C25鋼鋼筋筋砼砼擋擋墻墻37.2037.200m挖土方（3.8+0.65*0.33）*0.65*6*462.626m10cm碎石墊層2.8*0.1*6*46.720m塘渣回填3.29*5*4+30、0.594*5*477.680m防腐木絲板沉降縫37.2/20*47.440m鋼筋10內626.80626.800kg鋼筋10外2041.3-626.81414.500kg模板2.4*2*6*4115.200m碎石濾層0.5*0.5*6*46.000m針刺無紡土工布1.4*6*433.600m10cm粘土1*6*4*0.12.400m10PVC泄水孔0.5*42.000m擋墻壓頂C300.15*0.25*6*40.900m模板0.15*2*6*4+0.15*0.25*47.350m緣石及欄桿底梁C3014.7014.700m鋼筋10內607.6-140.4467.200kg寶慶路橋梁工程計算書31、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12頁共28頁鋼筋10外835.9+1123.3-1123.3835.900kg模板（0.24*2+0.4*2+0.4*2+0.545*2）*19.6*2+0.24*0.3*4+0.4*0.2*4+0.27*0.4*4+0.545*0.25*4125.849m緣石外露面斬假石0.42*17.4*429.232m3mm砂面聚酯胎型塑性體改性瀝青防水卷材橋面鋪裝APP-PY-M-3449.00449.000m4cm4cm細細粒粒式式改改性性砼砼AC-13C449.00449.000m6cm6cm中中粒粒式式改改性性砼砼AC-20C449.032、0449.000mHRB400610鋼筋網4.44kg/m2117.00117.000mC30細石鋪裝3cm117.00117.000mHM1500防水層500g/m2117.00117.000m2cm1:2水泥砂漿+3cm毛面花崗石3.56*17.8+3.32*17.8122.464m盲道板3cm+1cm砂漿其中0.6*（17.8*2）21.360m人行道板預制C3013.9*1.0214.178m預制鋼筋10內73.9+66.5140.400kg預制鋼筋10外788.6+334.71123.300kg模板（1.44+0.5）*2*0.1*16*2+（1.795+0.5）*2*0.1*24*33、2+（1.987+0.5）*2*0.1*28*262.302m地膜117.00117.000mC20素砼封堵0.2*0.1*1.58*2*2+0.2*0.1*2.88*2+0.1*0.2*(4.298+5.07)0.429m模板0.1*1.58*2*2+0.1*2.88*2+0.1*(4.298+5.08)2.146m鑄鐵泄水孔1001.22*44.880m鑄鐵雨水蓋1002*24.000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*25.400m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13頁共28頁防滲土工布一布一膜500g/m217.5*34、2.238.500m無紡土工布包孔0.5*0.5*9*24.500m5cm粗砂1.58*0.05*17.51.383mGQF-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kg鋼筋10kg金金屬屬欄欄桿桿不銹鋼62.4062.400m欄桿底梁氟碳涂料飾面（0.19*0+0.25）*62.415.600m預埋鋼板0.21*0.13*78.5*60128.583kg鋼筋120.75*60*0.88839.960kg2 2 過過橋橋管管吊吊籃籃預埋鋼板0.2*0.2*12*7.85*3*222.608kg鋼筋160.24*4*6*1.58+0.35*2*6*1.5815.737kg35、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）1777.500m支架體積滿堂支架50*39.551977.500m鋼管租賃使用費8元/T.天1977.5*5098875.000kg支架預壓27元/m239.55*17.4688.170m鋼管租賃使用費60天5932.505932.500元C20砼基礎17.5*39.55*0.2138.425m塘渣回填6017.5*39.5*0.6414.750m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14頁共236、8頁mmmt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K004.3930.582-48.2680.2110004910490K015.4330-57.85-0.5612005810580K026.4730-54.851.9412005510550K037.5130-53.851.8112005410540K048.5530-56.851.9312005710570K059.5930-54.851.8612005510550K0610.60-52.851.8412005312636K0711.6080-56.851.861200571237、684K0812.5550-53.851.8312005412648K0913.2241.5-53.354.6410005516880K1013.7241.5-54.354.6410005616896K1113.8730-57.851.8912005812696K1214.0170-50.851.9912005112612K1314.1210-56.85212005712684K1414.2240-49.851.8812005010500K1514.350-55.851.8712005610560K1613.4760-52.851.8812005310530K1714.6140-53.853.38、5812005410540K1814.7580-48.853.1680050201000K1914.9020-56.853.5812005710570K2015.0430-55.851.9812005610560K2115.1480-54.851.8812005510550K2215.060-57.850.6612005810580K2314.810-53.852.6212005410540K2414.5460-51.852.612005210520K2514.370-56.852.612005712684K2614.1940-51.852.4612005212624K2714.0180-5339、.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380.745392.69875208-0.172-5.848-198.832 米32 647.934088 667.273716208-0.36-16.16048.84844.891332 642.279226 633.3445442.14264.84648.848123.7622.732 629.499238622.034822.01248.75768.848123.7622.732 664.785577 655.9639922.13263.60888.848140、23.7622.732 641.374448 633.3445442.06254.94568.848123.7622.731 742.234567 732.8701152.04271.89129.632133.2823.431 796.792675787.156792.06274.55689.632133.2823.431 755.670519 746.4417842.03270.55849.632133.2823.430 728.723216703.716163.34452.30289.702135.4223.341 741.289576716.282523.34452.30289.702141、35.4223.332 810.771494 800.7284592.09278.55529.632133.2823.432 717.126979 705.7267782.19291.88329.632133.2823.423 798.692709787.156792.2293.2169.632133.2823.423 585.052023 576.7959242.08257.42088.848123.7622.728 652.797269 644.6542682.07256.18328.848123.7622.728 618.981195 610.7250962.08257.42088.8442、8123.7622.730.5 649.517449622.034823.78467.81288.848123.7622.732 522.861107 512.7074883.36421.47848.8125.4422.432 683.446621 655.9639923.78467.81288.848123.7622.731.5 654.041339 644.6542682.18269.79688.848123.7622.734 641.600643 633.3445442.08257.42088.848123.7622.733 661.731951 667.273716163.80.86143、06.43368.848123.7622.733 638.660114622.034822.82349.00328.848123.7622.733 615.814472 599.4153722.8346.5288.848123.7622.722806.83571787.156792.8373.1849.632133.2823.422 737.077333 719.2984462.66354.52489.632133.2823.422 765.713554 746.4417842.77369.18569.632133.2823.4815 18932.0501 18627.2411579.881444、9.622247.6123174.498610.4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 F5.24728.8151.1136101.647.736 G6.18830.4188.1152107.212348.204 G7.1730.4217.968107.247.502 I8.11630.4246.7264107.277.822 G5.2345、0.4158.08112147.0877.822 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 I9.98725.6255.6672101.65647.216 G10.14528.8292.176101.685.806 G10.2425.6262.144101.612675.264 F9.38425.6240.2304108.885.846、06 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 F10.22228.8294.3936101.665.52 F9.9130.4301.264107.26662.244 F9.75230.4296.4608107.264.818 E9.63433.6323.7024107.21464.7130219.1496258.6576282147、.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2880482776.288580.810.021563.8633.0231233.38417.521564.9031.5631871.08833.41565.9432.7331752.768192034.121566.9833.6532605.488321839.008387.248.381568.0234.7633433.7284790.8557.46170.569.035.79 4825.3592565.62170.5610.0386.7786136.48、32673.5170.5610.9857.755 7546.2602561.55471.364744.1541.417111.6545.6146717.92252474.76312.162419248.054517112.1542406.484.48170.5612.3039.0134830.968322758.512387.293.72170.5612.4479.0579830.081930.43686.29170.5612.5519.1517747.50423 2290.70154278.381.8615612.6549.374 9054.09375168075.9415612.789.549、16741.588281645.088338.883.6415611.9068.6266474.552378077.7615613.0448.064 6490.3237571.59153.613.1888.6286810.33679.8315613.3328.3526927.84633661.856762.387.7215613.47310.093 7407.97313399081.615613.57810.2988839.498580.9615613.4911.439142.05679.1815613.249.228688.487566.54004.448804.6584.215612.9750、68.9767655.9672769.3688.42170.5612.88.88310.2887.1170.5612.6248.7647148.54833 3198.56488399.393.82170.5612.4488.4784931.21228621.806699.16 30064.83044930.751844.534370.64163153.632支架基礎門架增加支架880132.48880132.48880132.48880132.48880132.48976.5128.341038.5128.341100.5128.341065 6107.49396124.2169.74113651、132.481152132.4889795.221023.595.22770115.92770115.92838.75126.27880132.48880132.48866.25130.41935140.76907.5136.62907.5136.62907.5136.6297991.0885891.0861691.0823904.5 6107.493963374.1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 37.269252、6 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 2.69439395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 5.42103753、8935.316543637m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54、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55、面面積1.1621端部截面面積1.4501變化段截面面積跨中截面長度21.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數1堵頭板個數一個齒板體積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端部截面面積1.5513變化段截面面積跨中截面長度21.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.35578非連續段端橫梁體積0.926825 一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數1堵頭板個數一個齒板體積0.125793現澆橫梁體積1.248056、07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變化段截面面積跨中截面長度23.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積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變化段截面面積跨中截面長度23.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.35578非連續段端橫梁體積0.926825 一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積0.157、25793現澆橫梁體積1.248007齒板個數4現澆橫梁個數1跨中截面面積1.1621端部截面面積1.4501變化段截面面積跨中截面長度29.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積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變化段截面面積跨中截面長度29.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.35578非連續段端橫梁體積0.926825 一個堵頭板體積中橫隔梁個數1非連續段端橫梁58、個數0堵頭板個數一個齒板體積0.125793現澆橫梁體積1.248007齒板個數4現澆橫梁個數1跨中截面面積1.1621端部截面面積1.4501變化段截面面積跨中截面長度30.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積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變化段截面面積跨中截面長度30.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.35578非連續段端橫梁體積0.926825 一個堵頭59、板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積0.125793現澆橫梁體積1.248007齒板個數4現澆橫梁個數1跨中截面面積1.1621端部截面面積1.4501變化段截面面積跨中截面長度30.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積0.125793現澆橫梁體積1.477309齒板個數4現澆橫梁個數2跨中截面面積1.2633端部截面面積1.5513變化段截面面積跨中截面長度30.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.35578非連續段端60、橫梁體積0.926825 一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積0.125793現澆橫梁體積1.248007齒板個數4現澆橫梁個數2跨中截面面積1.1621端部截面面積1.4501變化段截面面積跨中截面長度32.1端部截面長度0.9變化段截面長度一個中橫隔梁體積 0.51322非連續段端橫梁體積1.2202一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積0.125793現澆橫梁體積1.477309齒板個數4現澆橫梁個數2跨中截面面積1.2633端部截面面積1.5513變化段截面面積跨中截面長度32.1端部截面長度0.9變化段截面長度一個中橫61、隔梁體積 0.35578非連續段端橫梁體積0.926825 一個堵頭板體積中橫隔梁個數1非連續段端橫梁個數0堵頭板個數一個齒板體積0.125793現澆橫梁體積1.248007齒板個數4現澆橫梁個數21.306140.10135211.407340.10135211.306140.10135221.407340.10135221.306140.10135221.407340.10135221.306140.10135221.407340.10135221.306140.10135221.407340.10135221.306140.10135221.407340.1013522支座預埋鋼板數量跨62、線橋空心板支座型號支座個數單個支座預埋鋼板重量GYZF4 200X42196014.84GYZ 200X4264010.6小箱梁GYZF4 300X663254.4GYZ 400X773247.69現澆箱梁GPZ()78188.4GPZ()158269.26合計（Kg）跨甬臺溫鐵路部分空心板支座型號支座個數單個支座預埋鋼板重量GYZF4 200X4216014.84GYZ 200X428010.6小箱梁GYZF4 300X663254.4GYZ 400X773247.69合計（Kg）預埋鋼板重量29086.467841740.81526.081507.22154.0842798.56預埋鋼板重量2374.48481740.81526.086489.28