宝庆路桥梁工程计算书计算稿

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#桥,,,,,

一,灌注桩,,,,,

1,Φ0.8m钻孔灌注桩水下C30,36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?,m³

,回旋钻机钻孔1.0m,水上,,3.1416*.4*.4*（43.4+1.65/2）*18,#NAME?,m³

,埋设钢护筒陆上1.0m,,,18*1.5,#NAME?,m

,埋设钢护筒水上1.2m,,,18*2.5,#NAME?,m

,灌注桩水下商品砼C30,,,3.1416*.4*.4*（36*42.4）,#NAME?,m³

,泥浆池建造、拆除,,,#NAME?,#NAME?,m³

,泥浆运输~运距5km内,,,#NAME?,#NAME?,m³

,凿除桩顶,,,0.4*0.4*0.4*3.1416*36,#NAME?,m³

,挖掘机挖石渣,,,0.4*0.4*0.4*3.1416*36,#NAME?,m³

,水上支架平台,,,（28.34+6.5）*（6.5+2）,#NAME?,m²

,陆上支架平台,,,（26.86+6.5）*（6.5+2）,#NAME?,m²

,超声波检测管（高出桩一米）,Φ54×3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,承台、台帽、盖梁,,,,,

1,承台M5浆砌块石垫层,30cm厚,,4*14.64*3*0.3+4*16.14*1*0.3,#NAME?,m³

,挖土方,,,(18.04*32.78+22.46*31.28),#NAME?,m³

,挖淤泥,其中,,1.74*32.78,#NAME?,m³

,回填塘渣,,,8.73*31.28+4.07*32.78,#NAME?,m³

,河道下挖土,,,24.151*32.78,#NAME?,m³

,承台C30,,,3.6*14.44*3*1.5+3.6*15.94*1*1.5,#NAME?,m³

,模板,,,（3.6+14.44）*2*1.5*3+（3.6+15.94）*2*1.5*1,#NAME?,m²

,螺纹钢筋,HRB335,,6774.5*3+7492.1,#NAME?,kg

,园钢筋Φ10网片,R235,,,,kg

,承台冷却管1英寸金属管,Φ2.54CM,,,,m

,Φ16架立钢筋,,,,,kg

2,桥台身C30,,,55.8*3+59.5,#NAME?,m³

,螺纹钢筋,HRB335,,4750*4+267.9+51.1,#NAME?,kg

,钢筋,R235,,204.2*4+13.8,#NAME?,kg

,模板,,,4.175*2*（14.44*3+15.9）+226.9/47.7*6,#NAME?,m²

,C20素砼封堵,,,0.7*4,#NAME?,m³

,四油三毡,,,3.14*0.5*0.68*4,#NAME?,m²

,C30挡块及垫石,,,0.9*4,#NAME?,m³

,模板,,,0.40*0.82*2*4,#NAME?,m²

3,翼墙C30,,,0.9*4,#NAME?,m³

c,模板,,,0.9/0.2*4,#NAME?,m²

,螺纹钢筋,HRB335,,349.9*4,#NAME?,kg

,钢筋,R235,,3.9*4,#NAME?,kg

4,河道清淤,,,11.6*1.5*33,#NAME?,m³

,圆木桩围堰,4米,,13*2,#NAME?,m

,打木桩,,,0.693*2.6,#NAME?,m³

,打桩架次,,,2.00,#NAME?,

,排水,,,574.20,#NAME?,m³

五,搭板,,,,,

,桥头搭板C30,,,36.5+18.7+21.3+18.8,#NAME?,m³

,枕梁C25,,,10+5.2+5.6+5.8,#NAME?,m³

,钢筋,HRB335,,6845.6+7389.5+3197.1-400,#NAME?,kg

,钢筋,R235,,152.1+163.5+84.4,#NAME?,kg

,搭板模板,,,0.28*6*4*2+0.28*6*8,#NAME?,m²

,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?,m²

,≥10cmC20垫层,,,1.2*（10.6*2*0.179+11.09*0.1825+11.57*0.186+2.9*4*0.121）,#NAME?,m³

,10cmC20搭板下垫层,,,5.26*（10.5*2+10.99+11.47+2.8*4）*0.1,#NAME?,m³

,垫层模板,,,5.26*0.1*8+（10.6*2*0.179+11.09*0.1825+11.57*0.186+2.9*4*0.121）*2,#NAME?,m²

,1CM油毛毡,,,0.3*（10.6*2+11.09+11.57+2.9*4）+0.7*2.8*4,#NAME?,m²

,C30素砼,,,（0.26*0.5+0.5*1*0.26）*（10.6*2+11.09+11.57）,#NAME?,m²

,中粗砂,,,3.29*10.6*2+3.29*（11.09+11.57）,#NAME?,m³

,防腐木丝板,,,0.885*（10.5*2+10.99+11.47）,#NAME?,m²

,四油三毡,,,0.95*24.5,#NAME?,m²

,搭板上填塘渣,,,2.15*（10.5*2+10.99+11.47）,#NAME?,m³

,河道内回填土至1.4米,,,322.5*7.079,#NAME?,m³

,40水泥稳定层,水泥含量,,20*6+10.49*6+10.97*6,#NAME?,m²

,1CMMS-3下封层,改性乳化沥青,,20*6+10.49*6+10.97*6,#NAME?,m²

,8cm粗粒式普通沥青,AC-25C,,20*6+10.49*6+10.97*6,#NAME?,m²

,6cm中粒式改性沥青,AC-20C,,20*6+10.49*6+10.97*6,#NAME?,m²

,改性乳化沥青PCR,0.5L/M2,,248.76*2,#NAME?,m²

,4cm细粒式改性沥青,AC-13C,,20*6+10.49*6+10.97*6,#NAME?,m²

,50CM塘渣填筑,,,2.5*6*4,#NAME?,m²

,10CM碎石整平层,,,2.5*6*4,#NAME?,m²

,16cmc20水泥砼,,,2.5*6*4,#NAME?,m²

,3cmM7.5浆砌+3cm毛面花岗石,人行道搭板处,,2.85*6*4,#NAME?,m²

,盲道板3cm+1cm砂浆,其中,,0.6*6*4,#NAME?,m²

,搭板处C30现浇砼侧石,,,0.095*6*4,#NAME?,m³

,外露面斩假石,,,0.45*6*4,#NAME?,m²

,花岗石平石,0.2*0.25,,6*4*2,#NAME?,m

,C20细石,,,0.25*0.01*48,#NAME?,m³

,花岗石侧石,15*30,,6*4,#NAME?,m

,C20细石,,,（0.15*0.1+0.4*0.4*0.5）*24,#NAME?,m³

,挡墙外侧素土回填,,,2.5*1.5*0.5*6*4,#NAME?,m³

六,桥头处理,,,,,

,水泥搅拌桩,双向φ50长12米,,865.00,#NAME?,根

,长,10380米,,3.1416*0.25*0.25*10380,#NAME?,m³

,水泥掺量,55KG/M,,10380*55,#NAME?,kg

,10cm碎石垫层,CAD,,730+652.5,#NAME?,m³

,10cm碎石垫层,,,(28.55+31.5)*26.04,#NAME?,m²

,40CM级配碎石,,,(28.55+31.5)*26.04,#NAME?,m²

,GSJ50/HP双向土工格栅,,,(28.55+31.5)*26.04,#NAME?,m²

,40CM塘渣,,,(28.55+31.5)*21.05,#NAME?,m²

,GSJ50/HP双向土工格栅,,,(28.55+31.5)*23.04,#NAME?,m²

,30CM塘渣填筑,,,(28.55+31.5)*23.05,#NAME?,m²

,GSJ50/HP双向土工格栅,,,(28.55+31.5)*23.04,#NAME?,m²

,M5浆砌块石挡墙,,,0.85*6*4*0.5,#NAME?,m³

,油毛毡隔离,,,0.85*6*4,#NAME?,m²

七,C25钢筋砼挡墙,,,38.10,#NAME?,m

,挖土方,,,（3.8+0.65*0.33）*0.65*5*4,#NAME?,m³

,10cm碎石垫层,,,2.8*0.1*5*4,#NAME?,m³

,塘渣回填,,,3.29*5*4+0.594*5*4,#NAME?,m³

,防腐木丝板沉降缝,,,38.1/20*4,#NAME?,m²

,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?,m²

,碎石滤层,,,0.5*0.5*5*4,#NAME?,m³

,针刺无纺土工布,,,1.4*5*4,#NAME?,m²

,10cm粘土,,,1*5*4*0.1,#NAME?,m³

,10PVC泄水孔,,,0.5*4,#NAME?,m

,挡墙压顶C30,,,0.19*0.25*6*4,#NAME?,m³

,模板,,,0.19*2*6*4+0.19*0.25*4,#NAME?,m²

,缘石及栏杆底梁C30,,,9.60,#NAME?,m³

,钢筋10内,,,254.7+49.3,#NAME?,kg

,钢筋10外,,,454.9+42.62,#NAME?,kg

,模板,,,0.28*2*16*2+0.45*16*4,#NAME?,m³

,C50聚丙烯睛纤维砼桥面铺装,1kg/m3,10cm,339.00,#NAME?,m²

,5cm细粒式改性砼,AC-13C,,16.9/0.05,#NAME?,m²

,HRB400Φ10@10钢筋网,12.34kg/m2,,339.2+96,#NAME?,m²

,C30细石,3cm,,2.78*16*2,#NAME?,m²

,HM1500防水层,500g/m2,,339+96,#NAME?,m³

,2cm1:2水泥砂浆+3cm毛面花岗石,,,2.86*16*2,#NAME?,m²

,盲道板3cm+1cm砂浆,其中,,0.6*16*2,#NAME?,m²

,人行道板预制,C30,,8.2*1.02,#NAME?,m³

,预制钢筋10内,,,194.30,#NAME?,kg

,预制钢筋10外,,,1012.80,#NAME?,kg

,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?,m²

,地膜,,,91.5+1.58*0.5*32*2,#NAME?,m²

,泄水孔Ф10,,,1.32*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?,m²

,绿化带泄水孔,,,0.5*8,#NAME?,m

,防渗土工布,,,18*2.3,#NAME?,m²

,无纺土工布包孔,,,0.2*0.2*8,#NAME?,m²

,5cm粗砂,,,1.6*0.05*16,#NAME?,m³

,GQF-C40型钢伸缩缝,,,42.30,#NAME?,m

,钢筋,,,768.20,#NAME?,kg

,人行道钢板伸缩缝,,,3.2*4,#NAME?,m

,钢板,,,128.4+88.4,#NAME?,kg

,钢筋10,,,38.70,#NAME?,kg

,金属栏杆,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?,m²

,预埋钢板,,,0.21*0.13*78.5*60,#NAME?,kg

,钢筋12,,,0.75*60*0.888,#NAME?,kg

2,过桥管吊篮,,,,,

,预埋钢板,,,0.2*0.2*12*7.85*6*2,#NAME?,kg

,钢筋16,,,0.24*4*12*1.58+0.35*2*12*1.58,#NAME?,kg

,吊篮钢板带,,,,,kg

,,,,,,kg

,,,,,,kg

七,先张法预制混凝土空心板梁,,,,,

,16米长A型C50,18,,18.00,#NAME?,块

,16米长B1型C50,,,3.00,#NAME?,块

,16米长B2型C50,,,1.00,#NAME?,块

,16米长C1型C50,,,1.00,#NAME?,块

,16米长C2型C50,,,1.00,,

,预制混凝土空心板梁C50,,,18*6.77+3*7.35+7.38+11.9+12.1,#NAME?,m³

,封堵C40,,,0.3*24,#NAME?,m³

c,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?,m²

c,地胎膜,,,400.00,#NAME?,m²

,C50铰缝,,,1.3*20,#NAME?,m³

,板梁底砂浆勾平缝1:2,,,,,m

,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?,m²

,预制混凝土空心板梁钢筋,HRB335,,3165.3+2934+1131.3+527.6+350.4+188.5+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,R235,,5762.7+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,φ15.24,,4428.1+738+246*3,#NAME?,kg

,波纹管,φ55,,3.93*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?,m²

九,支座,,,,,

,板式橡胶支座φ150*28mm,96个,,3.1416*15/2*15/2*2.8*96,#NAME?,cm³

,2#桥,,,,,

一,灌注桩,,,,,

1,Φ0.8m钻孔灌注桩水下C30,36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?,m³

,回旋钻机钻孔1.0m,水上,,,,m³

,埋设钢护筒陆上1.0m,,,46*1.5,#NAME?,m

,埋设钢护筒水上1.2m,,,,,m

,灌注桩水下商品砼C30,,,3.1416*.4*.4*（46*45.4）,#NAME?,m³

,泥浆池建造、拆除,,,#NAME?,#NAME?,m³

,泥浆运输~运距5km内,,,#NAME?,#NAME?,m³

,凿除桩顶,,,0.4*0.4*0.4*3.1416*46,#NAME?,m³

,挖掘机挖石渣,,,0.4*0.4*0.4*3.1416*46,#NAME?,m³

,陆上支架平台,,,（30.1+6.5）*（6.5+2）+（44.6+6.5）*（6.5+2）,#NAME?,m²

,超声波检测管（高出桩一米）,Φ54×3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,承台、台帽、盖梁,,,,,

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?,m³

,桥下挖土方,含承台、枕梁,,(54.087*33.5+54.163*41.01),#NAME?,m³

,挖干土,其中,,1144.36*1,#NAME?,m³

,挖湿土,其中,,#NAME?,#NAME?,m³

,钢板桩支撑,22#,,（33.5+41.01）*4*8*24.999,#NAME?,kg

,回填塘渣,,,10.3087*41,#NAME?,m³

,20厚20素砼,,,2.61*41,#NAME?,m³

,模板,,,2.61*2,#NAME?,m²

,承台C30,,,14.24*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?,m³

,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*2,#NAME?,m²

,2cm防腐木丝板沉降缝,,,3.6*1.5*2,#NAME?,m²

,螺纹钢筋,HRB335,,7016.6+8735.1+23161,#NAME?,kg

,园钢筋Φ10网片,R235,,,,kg

,承台冷却管1英寸金属管,Φ2.54CM,,,,m

,Φ16架立钢筋,,,,,kg

2,桥柱式板梁C40,,,307.2+417.6,#NAME?,m³

,螺纹钢筋,HRB335,,80321+85372.1,#NAME?,kg

,钢筋,R235,,,,kg

,模板,,,1144-6*36.9-6*31.5+3.7*68.4+23.876*2,#NAME?,m²

,C20素砼封堵,,,0.69*0.66*1.2*2,#NAME?,m³

,四油三毡,,,,,m²

,C30挡块及垫石,,,,,m³

,模板,,,0.69*0.66*4,#NAME?,m²

3,翼墙C30,,,1.6+1.7+1.3,#NAME?,m³

c,模板,,,4.6/0.2*2,#NAME?,m²

,螺纹钢筋,HRB335,,305.5+278.7+244.9,#NAME?,kg

,钢筋,R235,,3.9*2+2.9,#NAME?,kg

4,河道清淤,,,,,m³

,圆木桩围堰,4米,,,,m

,打木桩,,,,,m³

,打桩架次,,,,,

,排水,,,,,m³

五,搭板,,,,,

,桥头搭板C30,,,22.1+35.3+28.4+37.4,#NAME?,m³

,枕梁C25,,,6+9.6+7.7+10.2,#NAME?,m³

,钢筋,HRB335,,4280.4+6832.5+5487.2+7226.8-520.4,#NAME?,kg

,钢筋,R235,,93.9+149.3+119.4+157.8,#NAME?,kg

,搭板模板,,,0.28*5.9*4*2,#NAME?,m²

,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?,m²

,≥10cmC20垫层,,,1.2*（13.1*0.1328+20.9*0.152+16.8*0.142+22.14*0.1554）,#NAME?,m³

,10cmC20搭板下垫层,,,5.26*（13.1+20.9+16.8+22.14）*0.1,#NAME?,m³

,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?,m²

,1CM油毛毡,,,0.3*（13.1+20.9+16.8+22.14）,#NAME?,m²

,C25素砼,,,（0.26*0.5+0.5*1*0.26）*（13.1+20.9+16.8+22.14）,#NAME?,m²

,搭板下中粗砂,,,4.216*29.9+3.219*43.04,#NAME?,m³

,搭板下承台背塘渣,,,8.096*（29.9+43.04）,#NAME?,m³

,防腐木丝板,,,0.885*（29.9+43.04）,#NAME?,m²

,四油三毡,,,0.90*72.94,#NAME?,m²

,搭板上填塘渣,,,3.84*72.94,#NAME?,m³

,10~35CM水泥稳定层,水泥含量,,94.74+104.7+60+81,#NAME?,m²

,1CMMS-3下封层,改性乳化沥青,,94.74+104.7+60+81,#NAME?,m²

,聚酯玻纤布,,,94.74+104.7+60+81,#NAME?,m²

,6cm中粒式改性沥青,AC-20C,,94.74+104.7+60+81,#NAME?,m²

,改性乳化沥青PCR,0.5L/M2,,94.74+104.7+60+81,#NAME?,m²

,4cm细粒式改性沥青,AC-13C,,94.74+104.7+60+81,#NAME?,m²

,50CM塘渣填筑,,,,,m²

,10CM碎石整平层,,,2.5*6*4,#NAME?,m²

,15cmc15水泥砼,,,2.5*6*4,#NAME?,m²

,2cmM7.5浆砌+3cm毛面花岗石,人行道搭板处,,2.85*6*4,#NAME?,m²

,盲道板3cm+1cm砂浆,其中,,0.6*6*4,#NAME?,m²

,搭板处C30现浇砼侧石,,,0.095*6*4,#NAME?,m³

,外露面斩假石,,,0.45*6*4,#NAME?,m²

,花岗石平石,0.2*0.25,,6*4*2,#NAME?,m

,C20细石,,,0.25*0.01*48,#NAME?,m³

,花岗石侧石,15*30,,6*4,#NAME?,m

,C20细石,,,（0.15*0.1+0.4*0.4*0.5）*24,#NAME?,m³

,挡墙外侧素土回填,,,2.5*1.5*0.5*6*4,#NAME?,m³

六,桥头处理,,,,,

,水泥搅拌桩,双向φ50长12米,,474.00,#NAME?,根

,长,5688米,,3.1416*0.25*0.25*5688,#NAME?,m³

,水泥掺量,55KG/M,,5688*55,#NAME?,kg

,10cm碎石垫层,CAD,,,,m³

,10cm碎石垫层,,,26.05*31.5,#NAME?,m²

,40CM级配碎石,,,26.05*31.5,#NAME?,m²

,GSJ50/HP双向土工格栅,,,26.05*31.5,#NAME?,m²

,填塘渣,,,26.05*31.5*0.37,#NAME?,m³

,GSJ50/HP双向土工格栅,,,,,m²

,30CM塘渣填筑,,,,,m²

,GSJ50/HP双向土工格栅,,,,,m²

,M5浆砌块石挡墙,,,0.85*6*4*0.5,#NAME?,m³

,油毛毡隔离,,,0.85*6*4,#NAME?,m²

七,C25钢筋砼挡墙,,,37.20,#NAME?,m

,挖土方,,,（3.8+0.65*0.33）*0.65*6*4,#NAME?,m³

,10cm碎石垫层,,,2.8*0.1*6*4,#NAME?,m³

,塘渣回填,,,3.29*5*4+0.594*5*4,#NAME?,m³

,防腐木丝板沉降缝,,,37.2/20*4,#NAME?,m²

,钢筋10内,,,626.80,#NAME?,kg

,钢筋10外,,,2041.3-626.8,#NAME?,kg

,模板,,,2.4*2*6*4,#NAME?,m²

,碎石滤层,,,0.5*0.5*6*4,#NAME?,m³

,针刺无纺土工布,,,1.4*6*4,#NAME?,m²

,10cm粘土,,,1*6*4*0.1,#NAME?,m³

,10PVC泄水孔,,,0.5*4,#NAME?,m

,挡墙压顶C30,,,0.15*0.25*6*4,#NAME?,m³

,模板,,,0.15*2*6*4+0.15*0.25*4,#NAME?,m²

,缘石及栏杆底梁C30,,,14.70,#NAME?,m³

,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*0.2*4+0.27*0.4*4+0.545*0.25*4,#NAME?,m³

,缘石外露面斩假石,,,0.42*17.4*4,#NAME?,m²

,3mm砂面聚酯胎Ⅱ型塑性体改性沥青防水卷材桥面铺装,APP-Ⅱ-PY-M-3,,449.00,#NAME?,m²

,4cm细粒式改性砼,AC-13C,,449.00,#NAME?,m²

,6cm中粒式改性砼,AC-20C,,449.00,#NAME?,m²

,HRB400Φ6@10钢筋网,4.44kg/m2,,117.00,#NAME?,m²

,C30细石铺装,3cm,,117.00,#NAME?,m²

,HM1500防水层,500g/m2,,117.00,#NAME?,m³

,2cm1:2水泥砂浆+3cm毛面花岗石,,,3.56*17.8+3.32*17.8,#NAME?,m²

,盲道板3cm+1cm砂浆,其中,,0.6*（17.8*2）,#NAME?,m²

,人行道板预制,C30,,13.9*1.02,#NAME?,m³

,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?,m²

,地膜,,,117.00,#NAME?,m²

,C20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),#NAME?,m³

,模板,,,0.1*1.58*2*2+0.1*2.88*2+0.1*(4.298+5.08),#NAME?,m²

,铸铁泄水孔Ф100,,,1.22*4,#NAME?,m

,铸铁雨水盖φ100,,,2*2,#NAME?,套

,无纺土工布包孔,,,,,m²

,绿化带泄水孔,18个,,0.3*9*2,#NAME?,m

,防渗土工布,一布一膜500g/m2,,17.5*2.2,#NAME?,m²

,无纺土工布包孔,,,0.5*0.5*9*2,#NAME?,m²

,5cm粗砂,,,1.58*0.05*17.5,#NAME?,m³

,GQF-C40型钢伸缩缝,,,,,m

,钢筋,,,,,kg

,人行道钢板伸缩缝,,,,,m

,钢板,,,,,kg

,钢筋10,,,,,kg

,金属栏杆,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?,m²

,预埋钢板,,,0.21*0.13*78.5*60,#NAME?,kg

,钢筋12,,,0.75*60*0.888,#NAME?,kg

2,过桥管吊篮,,,,,

,预埋钢板,,,0.2*0.2*12*7.85*3*2,#NAME?,kg

,钢筋16,,,0.24*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

十四,措施项目,,,,,

,支架地基处理面积,,,利用实体工程量,#NAME?,m²

,预制小箱梁下地膜,,,（35.5+4）*（41+4）,#NAME?,m²

,支架体积满堂支架,,,50*39.55,#NAME?,m³

,钢管租赁使用费,8元/T.天,,1977.5*50,#NAME?,kg

,支架预压,27元/m2,,39.55*17.4,#NAME?,m²

,钢管租赁使用费,60天,,#NAME?,#NAME?,元

,C20砼基础,,,17.5*39.55*0.2,#NAME?,m²

,塘渣回填,60,,17.5*39.5*0.6,#NAME?,m³

,钢板,,,,,kg

,φ426*10mm钢管（门式支架）,,,,,kg

,40a工字钢,,,,,kg

,10#槽钢,,,,,kg

,14#槽钢,,,,,kg

,贝雷片,规格1.5*3米,,,,块

,贝雷片租赁,3.5元/片天,,,,元

,方木支撑架,,,,,m³

,,,,,,,

,,,,,,kg

七,先张法预制混凝土空心板梁,,,,,

,16米长A型C50,18,,18.00,#NAME?,块

,16米长B1型C50,,,3.00,#NAME?,块

,16米长B2型C50,,,1.00,#NAME?,块

,16米长C1型C50,,,1.00,#NAME?,块

,16米长C2型C50,,,1.00,,

,预制混凝土空心板梁C50,,,18*6.77+3*7.35+7.38+11.9+12.1,#NAME?,m³

,封堵C40,,,0.3*24,#NAME?,m³

c,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?,m²

c,地胎膜,,,400.00,#NAME?,m²

,C50铰缝,,,1.3*20,#NAME?,m³

,板梁底砂浆勾平缝1:2,,,,,m

,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?,m²

,预制混凝土空心板梁钢筋,HRB335,,3165.3+2934+1131.3+527.6+350.4+188.5+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,R235,,5762.7+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,φ15.24,,4428.1+738+246*3,#NAME?,kg

,波纹管,φ55,,3.93*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?,m²

九,支座,,,,,

,板式橡胶支座φ150*28mm,96个,,3.1416*15/2*15/2*2.8*96,#NAME?,cm³

,,,,,,,

,,,,,,,

,,,,,,,

,,,,,,,

,GPZ（Ⅱ）2SX盆式支座,,,,,

,GPZ（Ⅱ）2DX盆式支座,,,,,

,GPZ（Ⅱ）3SX盆式支座,,,,,

,GPZ（Ⅱ）3DX盆式支座,,,,,

,GPZ（Ⅱ）3.5SX盆式支座,,,10.00,#NAME?,

,GPZ（Ⅱ）3.5DX盆式支座,,,2.00,#NAME?,

,GPZ（Ⅱ）4SX盆式支座,,,30.00,#NAME?,

,GPZ（Ⅱ）4DX盆式支座,,,10.00,,

,GPZ（Ⅱ）4GD盆式支座,,,,,

,GPZ（Ⅱ）5SX盆式支座,,,18.00,#NAME?,

,GPZ（Ⅱ）5DX盆式支座,,,6.00,#NAME?,

,GPZ（Ⅱ）5GD盆式支座,,,,,

,GPZ（Ⅱ）7DX盆式支座,,,3.00,#NAME?,

,GPZ（Ⅱ）7GD盆式支座,,,1.00,#NAME?,

,GPZ（Ⅱ）8SX盆式支座,,,15.00,#NAME?,

,GPZ（Ⅱ）8DX盆式支座,,,17.00,#NAME?,

,GPZ（Ⅱ）8GD盆式支座,,,4.00,#NAME?,

,GPZ（Ⅱ）9SX盆式支座,,,3.00,#NAME?,

,GPZ（Ⅱ）9DX盆式支座,,,1.00,#NAME?,

,GPZ（Ⅱ）10GD盆式支座,,,4.00,#NAME?,

,GPZ（Ⅱ）10SX盆式支座,,,6.00,#NAME?,

,GPZ（Ⅱ）10DX盆式支座,,,14.00,#NAME?,

,支座预埋钢板,10,,（0.74*0.74+0.595*0.595）*10*7.85*20,#NAME?,kg

,支座预埋钢板,2,,（0.74*0.74+0.61*0.61）*2*7.85*20,#NAME?,kg

,支座预埋钢板,30,,（0.77*0.77+0.635*0.635）*30*7.85*20,#NAME?,kg

,支座预埋钢板,10,,（0.77*0.77+0.65*0.65）*10*7.85*20,#NAME?,kg

,支座预埋钢板,18,,（0.83*0.83+0.69*0.69）*18*7.85*20,#NAME?,kg

,支座预埋钢板,6,,（0.83*0.83+0.71*0.71）*6*7.85*20,#NAME?,kg

,支座预埋钢板,1,,（0.83*0.83+0.83*0.83）*1*7.85*20,#NAME?,kg

,支座预埋钢板,3,,（0.935*0.935+0.83*0.83）*3*7.85*20,#NAME?,kg

,支座预埋钢板,4,,（0.88*0.88+0.88*0.88）*4*7.85*20,#NAME?,kg

,支座预埋钢板,15,,（0.97*0.97+0.85*0.85）*15*7.85*20,#NAME?,kg

,支座预埋钢板,17,,（0.99*0.99+0.87*0.87）*17*7.85*20,#NAME?,kg

,支座预埋钢板,3,,（1*1+0.89*0.89）*3*7.85*20,#NAME?,kg

,支座预埋钢板,1,,（1.03*1.03+0.92*0.92）*1*7.85*20,#NAME?,kg

,支座预埋钢板,4,,（0.98*0.98+0.84*0.84）*4*7.85*20,#NAME?,kg

,支座预埋钢板,6,,（1.14*1.14+0.94*0.94）*6*7.85*20,#NAME?,kg

,支座预埋钢板,14,,（1.14*1.14+0.98*0.98）*14*7.85*20,#NAME?,kg

,支座预埋钢板,,,0.685*0.45*40*7.85*25,#NAME?,kg

,支座预埋钢板,合计,,,#NAME?,kg

,支座垫石C50,,,0.25*52+0.12*108,#NAME?,m³

,支座挡块C30,,,0.17*230+0.12*231,#NAME?,m³

,垫块及挡块钢筋,,,49.7*52+21.25*108+101.8*230+67.5*230,#NAME?,kg

,,,,,,,

十,防撞护栏C30,侧边护栏0.382m3/m,长,（1063.63-248.63）*2+26+5+5+6,#NAME?,m

,中间护栏,0.3m3/m,,（1063.63-248.63）*1,#NAME?,m

,防撞护栏C30,,,（1672-55*0.8）*0.38+0.3*815+0.33*55,#NAME?,m²

,钢筋,HRB335,,56.2+43,#NAME?,t

,,,,60.2*1628+66.8*55+53.4*815,#NAME?,kg

,钢筋,R235,,6.80,#NAME?,t

,,,,4.1*1628+4.74*55+3.3*815,#NAME?,kg

,模板,,,1.59*815+2.42*1672,#NAME?,m²

,脚手架,汇总表,,20848.00,#NAME?,m²

,防撞护栏防腐沥青木板,,1,0.48*11*4,#NAME?,m²

,搭板处防腐沥青木板,,2,（.35+0.82）*13*4,#NAME?,m²

,路侧护栏,0.382m3/m,,1672米,,

,防撞护栏钢管D121*5扶手,1672米,D121*5,1672*14.31,#NAME?,kg

,及预埋钢板,,,16796.8/4110*1672+5.125*55,#NAME?,kg

,预埋螺栓及钢筋,,,（109.2+4767.9）/4110*1672+0.711*55*4,#NAME?,kg

,中央护栏,0.3m3/m,,815米,,

,防撞护栏钢管D121*5扶手,815米,D121*5,815*14.31,#NAME?,kg

,及预埋钢板,,,1175.1/104*815,#NAME?,kg

,预埋螺栓及钢筋,,,（21+332.3）/104*815,#NAME?,kg

,,,,,,,

,,,合计,,,m²

十一,桥面铺装,815m长,,24830[主线桥快车道净面积],#NAME?,m²

,8cmC50纤维混凝土,,,24830*0.08,#NAME?,m³

,4cm细粒式沥青混凝土SMA-16,增加2.54米的背墙位置铺装,,24830.00,#NAME?,m²

,乳化沥青粘层,,,24830.00,#NAME?,m²

,6cm中粒式改性沥青混凝土AC-20C,,,24830.00,#NAME?,m²

,HM1500防水层（0.5KG/M2),,,24830.00,#NAME?,m²

,聚酯玻纤布,,,24830.00,#NAME?,m²

,桥面铺装钢筋φ8,7.9kg/m2,,7.9*25645,#NAME?,kg

十二,其他,,,,,

,160cmPVC泄水管横向,,,815*2,#NAME?,m

,160cmPVC泄水管竖向,,,（4.7+5.59+5.6*4+6.12+7.02*2+9.26*2+7.02+7.31+8.41+5.75*3+6.3*3+5.75*5+8.37+7.29+7.11）*2,#NAME?,m

,附着立柱高,,,219.15*2,#NAME?,m

,防落物网制作安装,63.1kg/块,,（28+35+34+28+28+42+28）*2+（34+35+28+28+42+28）*2,#NAME?,m

,防落物网制作安装,1.5米/块,,558*63.1,#NAME?,kg

,160cmPVC泄水管,每个敦柱设置一个共75个,,885.75*1.25+1030*2,#NAME?,m

,铸铁雨蓖60*22cm,,,22+22+26+20+22,#NAME?,个

,每套雨水口,D160mm预埋,,0.30,#NAME?,m

,,铸铁雨蓖60*22cm,,1[套],#NAME?,个

,,漏斗250*300mm,,1.00,#NAME?,个

,30*4镀锌扁钢L=0.75米,镀锌管卡@1米,,（1630+363.56+438.3）/1,#NAME?,个

,M8膨胀螺栓,,,2432*2,#NAME?,个

,防抛网,,,1.55*278,#NAME?,m²

,防震锚栓φ60钢筋,40个,,0.8*40*0.00617*60*60,#NAME?,kg

,声障隔音屏,,,,,

,防撞角钢,,,3768+5652/3*1,#NAME?,kg

,防撞钢筋,,,1018/5*3,#NAME?,kg

,桥头地基加固处理,,,,,

,PTC-A400(60)-12a管桩φ40,221根,,221*24,#NAME?,m

,其中有桩帽的,,,,,根

,桩帽C30砼,,,1.4*1.4*0.3*126+1.2*1.2*0.3*95,#NAME?,m³

,二级钢筋,,,145.7*126+107.05*95,#NAME?,kg

,模板,,,1.4*4*0.3*126+1.2*4*0.3*95,#NAME?,m²

,旋挖桩余土,,,,,m³

,10c