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1、xx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)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(jī)鉆孔1.0m陸上3.1416*.4*.4*（43.4+1.65）*18407.604m回旋鉆機(jī)鉆孔1.0m水上3.1416*.4*.4*（43.4+1.65/2）*18400.139m埋設(shè)鋼護(hù)筒陸上1.0m18*1.527.000m埋設(shè)鋼護(hù)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(yùn)輸運(yùn)距5km內(nèi)807.74807.743m鑿除樁頂0.4*0.4*0.4*3.1416*367.238m挖掘機(jī)挖石渣0.4*0.4*0.4*3.1416*367.238m水上支架平臺(tái)（28.34+6.5）*（6.5+2）296.140m陸上支架平臺(tái)（26.86+6.5）*（6.5+2）283.560m超聲波檢測(cè)管（高出樁一米）543鋼管0.000.000m鉆孔樁鋼筋1155*3641580.000kg小應(yīng)變36.0036.000根大應(yīng)變1.001.000根二二承承臺(tái)臺(tái)、臺(tái)臺(tái)帽帽、蓋蓋梁梁1 承臺(tái)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(tái)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(yè)共28頁(yè)螺紋鋼筋HRB3356774.5*3+7492.127815.600kg園鋼筋10網(wǎng)片R235kg承臺(tái)冷卻管1英寸金屬管 2.54CMm16架4、立鋼筋kg2 橋橋臺(tái)臺(tái)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+84.4400.000kgxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量2頁(yè)共28頁(yè)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(nèi)回填土至1.4米322.5*7.0792282.978m48、0水泥穩(wěn)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(xì)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*468.400mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量3頁(yè)共28頁(yè)盲道板3cm+1cm砂漿其中0.6*6*414.400m搭板處C30現(xiàn)澆砼側(cè)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(xì)石0.25*0.01*480.120m花崗石側(cè)石15*306*424.000mC20細(xì)石（0.15*0.1+0.4*0.4*0.5）*242.280m擋墻外側(cè)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(zhǎng)12米865.00865.000根長(zhǎng)長(zhǎng)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(jí)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*45.600mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額12、工程量4頁(yè)共28頁(yè)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(nèi)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(wú)紡?fù)凉げ?.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(nèi)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(xì)細(xì)粒粒式式改改性性砼砼AC-13C16.9/0.05338.000mHRB4001010鋼筋網(wǎng)12.34kg/m2339.2+96435.200mC30細(xì)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(yù)制C308.2*1.028.364mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量5頁(yè)共28頁(yè)預(yù)制鋼筋10內(nèi)194.30194.300kg預(yù)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(fù)合雨水篦25*46重型2*24.000套無(wú)紡?fù)凉げ及?.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(wú)紡?fù)凉げ及?.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(yù)埋鋼板0.21*0.13*78.5*60128.583kg鋼筋120.75*60*0.88839.960kg216、 2 過(guò)過(guò)橋橋管管吊吊籃籃預(yù)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*1.5831.474kgxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量6頁(yè)共28頁(yè)吊籃鋼板帶kgkgkg七七先先張張法法預(yù)預(yù)制制混混凝凝土土空空心心板板梁梁16米長(zhǎng)A型C501818.0018.000塊16米長(zhǎng)B1型C503.003.000塊16米長(zhǎng)B2型C501.001.000塊16米長(zhǎng)C1型C501.001.000塊16米長(zhǎng)C2型C501.00預(yù)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(yù)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(yù)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(yù)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1920.101920.100kgxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量7頁(yè)共28頁(yè)19、內(nèi)膜3.1416*0.5*15.96*24601.679m九九支支座座板式橡膠支座150*28mm96個(gè)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(jī)鉆孔1.0m陸上3.1416*.4*.4*（46.4+2.65）*461134.143m回旋鉆機(jī)鉆孔1.0m水上m埋設(shè)鋼護(hù)筒陸上1.0m46*1.569.000m埋設(shè)鋼護(hù)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(yùn)輸運(yùn)距5km內(nèi)1134.141134.143m鑿除樁頂0.4*0.4*0.4*3.1416*469.249m挖掘機(jī)挖石渣0.4*0.4*0.4*3.1416*469.249m陸上支架平臺(tái)（30.1+6.5）*（6.5+2）+（44.6+6.5）*（6.5+2）745.450m超聲波檢測(cè)管（高出樁一米）543鋼管0.000.000m鉆孔樁鋼筋58103.5058103.500kg小應(yīng)變46.0046.000根大應(yīng)變2.002.000根二二承承臺(tái)臺(tái)、臺(tái)臺(tái)帽帽、蓋蓋梁梁1 承臺(tái)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(tái)、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2888.782888.779mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量8頁(yè)共28頁(yè)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(tái)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(wǎng)片R235kg承臺(tái)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+244.9829.100kgxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量9頁(yè)共28頁(yè)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(tái)背塘渣8.096*（29.9+43.04）590.522m防腐木絲板0.885*（29.9+43.04）64.552mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量10頁(yè)共28頁(yè)四油三氈0.90*72.9465.646m搭板上填塘渣3.84*72.94280.090m1035CM水泥穩(wěn)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(xì)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(xiàn)澆砼側(cè)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(xì)石0.25*0.01*480.120m花崗石側(cè)石15*306*424.000mC20細(xì)石（0.15*0.1+0.4*0.4*0.5）*242.280m擋墻外側(cè)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(zhǎng)12米474.00474.000根長(zhǎng)長(zhǎng)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*31.5820.575mxx路橋梁工程計(jì)算書工程名稱：橋梁29、工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量11頁(yè)共28頁(yè)40CM級(jí)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(nèi)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(wú)紡?fù)凉げ?.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(nèi)607.6-140.4467.200kgxx路橋梁工程計(jì)算書31、工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量12頁(yè)共28頁(yè)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(xì)細(xì)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(wǎng)4.44kg/m2117.00117.000mC30細(xì)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(yù)制C3013.9*1.0214.178m預(yù)制鋼筋10內(nèi)73.9+66.5140.400kg預(yù)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(wú)紡?fù)凉げ及譵綠綠化化帶帶泄泄水水孔孔18個(gè)0.3*9*25.400mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量13頁(yè)共28頁(yè)防滲土工布一布一膜500g/m217.5*34、2.238.500m無(wú)紡?fù)凉げ及?.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(yù)埋鋼板0.21*0.13*78.5*60128.583kg鋼筋120.75*60*0.88839.960kg2 2 過(guò)過(guò)橋橋管管吊吊籃籃預(yù)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(tái)處2cm防腐木絲板沉降縫kg十十四四措措施施項(xiàng)項(xiàng)目目支架地基處理面積利用實(shí)體工程量#NAME?m預(yù)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(fèi)8元/T.天1977.5*5098875.000kg支架預(yù)壓27元/m239.55*17.4688.170m鋼管租賃使用費(fèi)60天5932.505932.500元C20砼基礎(chǔ)17.5*39.55*0.2138.425m塘渣回填6017.5*39.5*0.6414.750mxx路橋梁工程計(jì)算書工程名稱：橋梁工程序號(hào)項(xiàng)目名稱清單工程量計(jì)算公式定額工程量14頁(yè)共236、8頁(yè)mmmt根/m2根孔kgcm套塊個(gè)元主線橋工程量計(jì)算表墩臺(tái)設(shè)計(jì)標(biāo)高承臺(tái)底標(biāo)高樁底標(biāo)高原地面標(biāo)高樁徑樁長(zhǎng)根數(shù)總長(zhǎng)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(tái)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(jié)構(gòu)類型立柱高立柱周長(zhǎng)立柱模板承臺(tái)模板蓋梁模板橋臺(tái)模板箱梁長(zhǎng)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(nèi)側(cè))防撞護(hù)欄模板墩身C30承臺(tái)C30梁底標(biāo)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(chǔ)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(yù)制部分墩頂現(xiàn)澆連續(xù)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(yù)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(xiàn)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(yù)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(xiàn)澆砼體積一片中梁45.0522.954618 5.721037771.2480065南環(huán)路高架小箱梁混凝土數(shù)量表（不含四、五聯(lián)）跨徑預(yù)制部分988.469052828現(xiàn)澆部分133.596733一片中梁預(yù)制砼體積34.5930972南環(huán)路高架四、五聯(lián)小箱梁混凝土數(shù)量表一片中梁現(xiàn)澆砼體積預(yù)制部分994.2336441.477309現(xiàn)澆部分133.596733跨徑28一片邊梁預(yù)制砼體積37.2692572一片邊梁現(xiàn)澆砼體積1.2480065跨徑34一片中梁預(yù)制砼體積41.5656972一片54、中梁現(xiàn)澆砼體積1.477309跨徑34一片邊梁預(yù)制砼體積44.8490572一片邊梁現(xiàn)澆砼體積1.2480065跨徑35一片中梁預(yù)制砼體積42.7277972一片中梁現(xiàn)澆砼體積1.477309跨徑35一片邊梁預(yù)制砼體積46.1123572一片邊梁現(xiàn)澆砼體積1.2480065跨徑35一片中梁預(yù)制砼體積42.7277972一片中梁現(xiàn)澆砼體積2.954618跨徑35一片邊梁預(yù)制砼體積46.1123572一片邊梁現(xiàn)澆砼體積2.496013跨徑37一片中梁預(yù)制砼體積45.0519972一片中梁現(xiàn)澆砼體積2.954618跨徑37一片邊梁預(yù)制砼體積48.6389572一片邊梁現(xiàn)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(zhǎng)度21.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.51322非連續(xù)段端橫梁體積1.2202一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)1堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.477309齒板個(gè)數(shù)2現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度21.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.35578非連續(xù)段端橫梁體積0.926825 一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)1堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.248056、07齒板個(gè)數(shù)2現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度23.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.51322非連續(xù)段端橫梁體積1.2202一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.477309齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度23.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.35578非連續(xù)段端橫梁體積0.926825 一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.157、25793現(xiàn)澆橫梁體積1.248007齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度29.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.51322非連續(xù)段端橫梁體積1.2202一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.477309齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度29.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.35578非連續(xù)段端橫梁體積0.926825 一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁58、個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.248007齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度30.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.51322非連續(xù)段端橫梁體積1.2202一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.477309齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度30.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.35578非連續(xù)段端橫梁體積0.926825 一個(gè)堵頭59、板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.248007齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度30.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.51322非連續(xù)段端橫梁體積1.2202一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.477309齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度30.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.35578非連續(xù)段端60、橫梁體積0.926825 一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.248007齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度32.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫隔梁體積 0.51322非連續(xù)段端橫梁體積1.2202一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.477309齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(zhǎng)度32.1端部截面長(zhǎng)度0.9變化段截面長(zhǎng)度一個(gè)中橫61、隔梁體積 0.35578非連續(xù)段端橫梁體積0.926825 一個(gè)堵頭板體積中橫隔梁個(gè)數(shù)1非連續(xù)段端橫梁個(gè)數(shù)0堵頭板個(gè)數(shù)一個(gè)齒板體積0.125793現(xiàn)澆橫梁體積1.248007齒板個(gè)數(shù)4現(xiàn)澆橫梁個(gè)數(shù)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(yù)埋鋼板數(shù)量跨62、線橋空心板支座型號(hào)支座個(gè)數(shù)單個(gè)支座預(yù)埋鋼板重量GYZF4 200X42196014.84GYZ 200X4264010.6小箱梁GYZF4 300X663254.4GYZ 400X773247.69現(xiàn)澆箱梁GPZ()78188.4GPZ()158269.26合計(jì)（Kg）跨甬臺(tái)溫鐵路部分空心板支座型號(hào)支座個(gè)數(shù)單個(gè)支座預(yù)埋鋼板重量GYZF4 200X4216014.84GYZ 200X428010.6小箱梁GYZF4 300X663254.4GYZ 400X773247.69合計(jì)（Kg）預(yù)埋鋼板重量29086.467841740.81526.081507.22154.0842798.56預(yù)埋鋼板重量2374.48481740.81526.086489.28