DataMiddleware/Doc/QY_2024/QY_2024.csv

书号,定额编号,定额名称,工作内容,单位,基本定额,基价(元),单重(t),工费,料费,机费,主材
QY_2024,QY-1,机械挖土方 基坑深≤4m 无水,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,50.07,0,18.65,0.09,31.33,
QY_2024,QY-2,机械挖土方 基坑深≤4m 有水,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,55.16,0,18.65,0.10,36.41,
QY_2024,QY-3,机械挖土方 基坑深≤6m 无水,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,81.71,0,19.84,0.09,61.78,
QY_2024,QY-4,机械挖土方 基坑深≤6m 有水无挡,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,97.99,0,19.84,0.10,78.05,
QY_2024,QY-5,机械挖土方 基坑深≤6m 有水有挡,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,110.69,0,19.84,0.10,90.75,
QY_2024,QY-6,机械挖淤泥,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,60.34,0,8.50,0.19,51.65,
QY_2024,QY-7,机械挖流砂,"挖、运至基坑外10m,包括近坑底0.3m以内的土方人工挖运,坑壁及坑底修整。",10m³,,69.61,0,10.14,0.19,59.28,
QY_2024,QY-8,人力挖土方 基坑深(m) ≤1.5 无水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外10m,修整边坡及坑底面。",10m³,,207.17,0,206.91,0.26,0,
QY_2024,QY-9,人力挖土方 基坑深(m) ≤1.5 有水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外10m,修整边坡及坑底面。",10m³,,345.61,0,345.35,0.26,0,
QY_2024,QY-10,人力挖土方 基坑深(m) ≤3 无水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外10m,修整边坡及坑底面。",10m³,,262.66,0,261.81,0.85,0,
QY_2024,QY-11,人力挖土方基坑深（m）≤3有水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外10m,修整边坡及坑底面。",10m³,,373.65,0,372.80,0.85,0,
QY_2024,QY-12,人力挖土方基坑深（m）≤6无水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外11m,修整边坡及坑底面。",10m³,,380.96,0,380.11,0.85,0,
QY_2024,QY-13,人力挖土方基坑深（m）≤6有水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外12m,修整边坡及坑底面。",10m³,,595.63,0,594.78,0.85,0,
QY_2024,QY-14,人力挖土方基坑深（m）≤9无水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外13m,修整边坡及坑底面。",10m³,,356.56,0,290.45,2.03,64.08,
QY_2024,QY-15,人力挖土方基坑深（m）≤9有水,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外14m,修整边坡及坑底面。",10m³,,586.00,0,519.89,2.03,64.08,
QY_2024,QY-16,人力挖淤泥,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外10m,修整边坡及坑底面。",10m3,,544.20,0,539.73,4.47,0,
QY_2024,QY-17,人力挖流砂,"搭拆脚手架,铺设平台、跳板,人工挖装、吊运至坑口外10m,修整边坡及坑底面。",10m3,,615.36,0,610.89,4.47,0,
QY_2024,QY-18,爆破开挖石质基坑 基坑深≤3m 无水,"钻眼、爆破、装石、清理、机械吊运至坑口外10m,整理坑壁及坑底面。",10m3,,660.97,0,480.21,85.24,95.52,
QY_2024,QY-19,爆破开挖石质基坑 基坑深≤3m 有水,"钻眼、爆破、装石、清理、机械吊运至坑口外10m,整理坑壁及坑底面。",10m3,,829.25,0,648.49,85.24,95.52,
QY_2024,QY-20,爆破开挖石质基坑 基坑深≤6m 无水,"钻眼、爆破、装石、清理、机械吊运至坑口外10m,整理坑壁及坑底面。",10m3,,716.46,0,521.68,94.30,100.48,
QY_2024,QY-21,爆破开挖石质基坑 基坑深≤6m 有水,"钻眼、爆破、装石、清理、机械吊运至坑口外10m,整理坑壁及坑底面。",10m3,,899.36,0,704.58,94.30,100.48,
QY_2024,QY-22,爆破开挖石质基坑 基坑深≤9m 无水,"钻眼、爆破、装石、清理、机械吊运至坑口外10m,整理坑壁及坑底面。",10m3,,835.86,0,625.06,94.30,116.50,
QY_2024,QY-23,爆破开挖石质基坑 基坑深≤9m 有水,"钻眼、爆破、装石、清理、机械吊运至坑口外10m,整理坑壁及坑底面。",10m3,,898.52,0,687.72,94.30,116.50,
QY_2024,QY-24,爆破开挖石质基坑 基坑深≤6m 无水,"跳板或扒杆安拆,气镐凿石方,装运至坑口外10m,整理坑壁及坑底面。",10m3,,1407.81,0,1113.18,39.99,254.64,
QY_2024,QY-25,爆破开挖石质基坑 基坑深≤6m 有水,"跳板或扒杆安拆,气镐凿石方,装运至坑口外10m,整理坑壁及坑底面。",10m3,,1542.84,0,1209.25,39.99,293.60,
QY_2024,QY-26,挡土板无水,脚手架搭拆、人工夯打挡土桩、挡土板制安拆。,10m3±,,181.35,0.05,72.35,109.00,0,
QY_2024,QY-27,挡土板有水,脚手架搭拆、人工夯打挡土桩、挡土板制安拆。,10m3±,,221.18,0.05,112.18,109.00,0,
QY_2024,QY-28,钢筋混凝土围圈混凝土,模板制安拆、混凝土浇筑、振捣及养护、刃脚制安。,10m3,HT-0(10.200);,1928.70,0.07,1392.45,291.05,245.20,
QY_2024,QY-29,钢筋混凝土围圈钢筋,制作、绑扎、安装、定位、校正。,t,4332.62,1.03,593.44,3610.38,128.80,0,
QY_2024,QY-30,钢板桩支护无水,导向架制安拆、钢板桩检验、整修、吊桩、打桩、校正、拔桩、堆码解体存放。,t,,1012.60,0.10,423.67,270.13,318.80,
QY_2024,QY-31,井管安拆,"挖地面排水沟及总管槽、钻孔、沉井管、铺总管;抽水设备安拆、保养,连接试抽,拔井管,拆管、清洗,整理堆放。",10根,,1445.48,3.51,603.43,184.96,657.09,
QY_2024,QY-32,井点降水,抽水、堵漏。,套天,,812.78,0,194.98,13.19,604.61,
QY_2024,QY-33,无砂混凝土管井 管径≤500,"成孔、沉管、填充井壁外滤水材料及还土,做井圈。",10m,,2652.25,3.57,921.34,927.37,803.54,
QY_2024,QY-34,无砂混凝土管井 管径≤600,"成孔、沉管、填充井壁外滤水材料及还土,做井圈。",10m,,3251.31,4.12,1138.24,1129.89,983.18,
QY_2024,QY-35,基坑抽水 弱水流≤15m³/h,挖抽水坑、抽水、排水沟开挖。,10m³湿土,,53.56,0,39.98,0,13.58,
QY_2024,QY-36,基坑抽水中水流≤40m3/h,挖抽水坑、抽水、排水沟开挖。,中水流≤4...,,87.76,0,40.28,0,47.48,
QY_2024,QY-37,基坑抽水强水流≤60m3/h,挖抽水坑、抽水、排水沟开挖。,强水流≥4...,,103.54,0,40.43,0,63.11,
QY_2024,QY-38,基坑抽水抽静水,挖抽水坑、抽水、排水沟开挖。,10m3,,8.70,0,8.06,0,0.64,
QY_2024,QY-39,基坑回填原土,机械挖土、填土、人工平整、夯实。,10m3,,140.80,0,87.27,1.03,52.50,
QY_2024,QY-40,基坑回填浆砌片石M5,挂线、找平、选石、修石、洗石、砂浆拌制、铺浆、砌筑、填缝、搭拆脚手板。,10m3,HT-907(3.300);,1870.57,27.45,761.71,1091.39,17.47,
QY_2024,QY-41,基坑回填 浆砌片石M10,"挂线、找平,选石、修石、洗石,砂浆拌制、铺浆、砌筑、填缝,搭拆脚手板。",10m3,HT-915(3.300);,1910.09,27.44,761.71,1130.91,17.47,
QY_2024,QY-42,基坑回填 碎石,装运碎石、平整、夯实。,10m3,,1146.99,16.82,320.59,826.40,0,
QY_2024,QY-43,基坑回填 混凝土,浇筑、捣固、养护。,10m3,HT-0(10.200);,157.32,0,155.74,1.58,0,
QY_2024,QY-44,土坝围堰 填筑,"挖、装、运土20m,卸土,分层填筑、拆除。",10m3,,197.07,0,197.07,0,0,
QY_2024,QY-45,土坝围堰 拆除,"挖、装、运土21m,卸土,分层填筑、拆除。",10m3,,180.81,0,180.81,0,0,
QY_2024,QY-46,塑料编织袋围堰填筑,"挖土,人工装袋、运20m,砌筑、塞缝、分层捣实,拆除,清理。",10m3,,576.72,0,273.00,281.70,22.02,
QY_2024,QY-47,塑料编织袋围堰拆除,"挖土,人工装袋、运21m,砌筑、塞缝、分层捣实,拆除,清理。",10m3,,242.57,0,242.57,0,0,
QY_2024,QY-48,筑岛填心,"挖运20m,分层填筑、夯实及拆除。",10m3,,125.11,0,29.84,0,95.27,
QY_2024,QY-49,打钢板桩 陆上,"导架制安拆,钢板桩检验、整修、吊桩、打桩、校正。",t,,790.64,0.10,296.87,306.37,187.40,
QY_2024,QY-50,打钢板桩 水上,"导架制安拆,钢板桩检验、整修、下河、移船定位、吊桩、打桩、校正。",t,,1515.08,0.07,400.25,233.29,881.54,
QY_2024,QY-51,拔钢板桩陆上,拔桩、堆码解体存放。,t,,296.09,0,141.57,17.81,136.71,
QY_2024,QY-52,拔钢板桩水上,拔钢板桩：拔桩、起重船移位、吊放在驳船上、堆码解体存放。,t,,637.10,0,193.19,17.30,426.61,
QY_2024,QY-53,内支撑制安拆陆上,铺拆临时脚手架、杆件制作、安装、拆除。,单层10m2,,1872.68,0.19,623.27,859.35,390.06,
QY_2024,QY-54,内支撑制安拆水上,铺拆临时脚手架、杆件制作、安装、拆除。,单层10m2,,2203.13,0.19,653.26,839.16,710.71,
QY_2024,QY-55,钢模板围堰内封底混凝土,下河、安装拼接、脚手搭拆、刃脚压浆、灌水试验、抽水堵漏。,10m3,HT-0(10.200)：,3423.48,0,510.94,12.65,2899.89,
QY_2024,QY-56,钢板桩每使用1个季度,每使用1个季度摊销。,t,,162.19,0.04,0,162.19,0,
QY_2024,QY-57,双壁钢围堰拼装,下河、安装拼接、脚手搭拆、刃脚压浆、灌水试验、抽水堵漏。,t,,4236.44,0.07,1202.99,184.90,2848.55,
QY_2024,QY-58,拼装船组拼拆除,杆件制安拆、船舶加固、脚手架搭拆。,次,,91813.80,11.38,22339.71,30782.63,39619.31,
QY_2024,QY-59,下沉设备制安拆,起吊塔架及辅助吊架制安拆。,1个墩,,176020.05,13.05,94022.63,62428.63,19558.79,
QY_2024,QY-60,双壁钢围堰、钢沉井底节浮运、定位、下水,浮运至墩位定位、起吊下水。,t,,3498.74,0,1246.70,35.76,2216.28,
QY_2024,QY-61,"双壁钢围堰下沉,水中","定位船至围堰拉缆安拆、安拆导向设备、清理导向船,围堰接高、下沉。",100m3,,15165.46,0.09,7083.07,382.96,7699.43,
QY_2024,QY-62,"双壁钢围堰下沉,覆盖层",围堰接高、吸泥出土、补水、校正沉井倾斜。,100m3,,24586.98,0,2317.21,89.45,22180.32,
QY_2024,QY-63,双壁钢围堰基底清理,"拉缆风,补水、射水吸泥,清底,测量,潜水检查,脚手架制安拆。",10m2,,5121.09,0.03,289.11,96.66,4735.32,
QY_2024,QY-64,双壁钢围堰(浮运钢沉井)壁内填充及封底混凝土,混凝土浇筑。,100m3,HT-0(10.200);,976.57,0,641.92,1.14,333.51,
QY_2024,QY-65,"双壁钢围堰下沉,钢围堰拆除",水下切割、起吊拆除。,t,,2062.09,0,561.07,39.97,1461.05,
QY_2024,QY-66,"双壁钢围堰下沉,钢围堰(含沉井)内抽水",堵漏、抽水、移动水泵。,100m3,,146.56,0,48.63,0,97.93,
QY_2024,QY-67,吊箱围堰拼装,下河、安装拼接、脚手架搭拆。,t,,6369.57,0.42,1603.24,2258.26,2508.07,
QY_2024,QY-68,吊箱围堰浮运、定位、下水,"浮运至墩位定位,起吊下水。",t,,3937.95,0,1386.33,22.51,2529.11,
QY_2024,QY-69,浮箱组拼、拆除,"浮箱组拼、拆除,下河及上岸。",只,,528.89,0.01,441.27,19.16,68.46,
QY_2024,QY-70,大型钢围堰底节拼装,钢箍安拆、脚手架搭拆、围堰拼装、注水试验、抽水堵漏。,t,,3373.61,0.04,1281.61,357.04,1734.96,
QY_2024,QY-71,大型钢围堰底节下河,"地垄及后拉揽安拆,气囊布置及充气,钢围堰起滑、下水、自浮,拖轮绑定钢围堰,钢围堰临时锚碇、检修。",t,,1188.45,0,295.53,344.33,548.59,
QY_2024,QY-72,大型钢围堰底节浮运、定位,"浮运缆绳准备、拖轮系统、浮运至墩位处、拖轮解缆,锚绳调整、初步定位、调整锚绳、拉缆、精确定位、形成静定平台。",t,,2342.82,0.04,732.92,473.99,1135.91,
QY_2024,QY-73,大型钢围堰水中下沉,钢围堰底节整体下沉准备:提升装置安装、围堰内清理、护筒接高、拆除部分伸缩梁、围堰内水位调整;钢围堰整节下沉:水下拆除围堰与护筒的钢垫块...,100m³,,19033.05,0.01,6951.34,2017.99,10063.72,
QY_2024,QY-74,大型钢围堰中上节拼装,单元件围堰面板下河运输、现场拼装焊接、内支撑焊接、围堰内外梯子通道接高等工序。,t,,6258.07,0.01,1286.53,210.83,4760.71,
QY_2024,QY-75,定位船舶面设备 大型钢围堰,固定座、将军柱、马口装拆、穿折滑车组、片石压舱、起航及铺拆。,艘,,325585.06,19.89,34817.12,34949.48,255618.10,
QY_2024,QY-76,定位船舱面设备双壁钢围堰,"固定座,将军柱、马口装拆,穿拆滑车组,片石压舱、起舱及铺拆。",艘,,183727.42,20.89,36144.08,22303.22,125280.00,
QY_2024,QY-77,导向船舱面设备,"固定座,将军柱、马口装拆,穿拆滑车组,片石压舱、起舱及吊梁等制安拆。",墩,,341366.90,34.09,44592.29,30029.74,266744.00,
QY_2024,QY-78,联接梁钢结构,联接梁钢结构、脚手板制安拆。,10t,,40370.45,2.99,12503.97,12108.10,15758.39,
QY_2024,QY-79,主锚有定位船铁锚(8t),锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳、起锚、整理锚绳等全部工作。,1个锚,,32334.41,0,2003.34,23782.21,6548.86,
QY_2024,QY-80,主锚有定位船铁锚(5t),锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳、起锚、整理锚绳等全部工作。,1个锚,,20256.81,0,5198.62,8990.86,6067.33,
QY_2024,QY-81,主锚 有定位船 混凝土锚(40t),"混凝土锚制作,全部锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳,起锚、整理锚绳等全部工作。",1个锚,,52990.72,45.42,10585.66,29630.78,12774.28,
QY_2024,QY-82,主锚 无定位船 铁锚(2.5t),"锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳,起锚、整理锚绳等全部工作。",1个锚,,13286.71,0,5036.62,3657.57,4572.52,
QY_2024,QY-83,主锚 无定位船 混凝土锚(25t),"混凝土锚制作,全部锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳,起锚、整理锚绳等全部工作。",1个锚,,30525.50,27.66,8413.75,14231.79,9679.96,
QY_2024,QY-84,边锚 有定位船 铁锚(2.5t),"锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳,起锚、整理锚绳等全部工作。",1个锚,,17094.36,0,5935.16,6416.52,4732.71,
QY_2024,QY-85,边锚 有定位船 混凝土锚(25t),"混凝土锚制作,全部锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳,起锚、整理锚绳等全部工作。",1个锚,,34272.59,27.66,9242.45,15169.99,9840.15,
QY_2024,QY-86,边锚无定位船铁锚(2t),锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳;起锚、整理锚绳等全部工作。,1个锚,,13120.91,0,5581.72,3007.10,4532.09,
QY_2024,QY-87,边锚无定位船混凝土锚(15t),"混凝土锚制作,全部锚绳、锚链联结及检查、安装及拆除:抛锚、过锚绳、绞锚绳、起锚、整理锚绳等全部工作。",1个锚,,23583.35,16.90,7503.46,7574.64,8505.25,
QY_2024,QY-88,陆上旋挖钻机钻孔桩径(m)≤0.8土层,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻架及钻机,安拆钻杆及钻头;钻进、压泥浆、清理钻渣;清孔。",10m,,1789.42,0.35,172.00,193.52,1423.90,
QY_2024,QY-89,陆上旋挖钻机钻孔桩径(m)≤1.0土层,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻架及钻机,安拆钻杆及钻头;钻进、压泥浆、清理钻渣;清孔。",10m,,2397.76,0.51,227.20,281.39,1889.17,
QY_2024,QY-90,陆上旋挖钻机钻孔桩径(m)≤1.25土层,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻架及钻机,安拆钻杆及钻头;钻进、压泥浆、清理钻渣;清孔。",10m,,2844.78,0.71,263.00,362.72,2219.06,
QY_2024,QY-91,陆上旋挖钻机钻孔桩径（m）≤1.5土层,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻架及钻机,安拆钻杆及钻头:钻进、压泥浆、清理钻渣:清孔。",10m,,3492.55,1.03,286.28,494.23,2712.04,
QY_2024,QY-92,陆上旋挖钻机钻孔桩径（m）≤2.0土层,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻架及钻机,安拆钻杆及钻头:钻进、压泥浆、清理钻渣:清孔。",10m,,4503.23,1.09,353.26,540.48,3609.49,
QY_2024,QY-93,陆上冲击钻机钻孔桩径（m）≤0.8砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣:清孔。",10m,,6131.63,0.34,208.50,3638.74,0,
QY_2024,QY-94,陆上冲击钻机钻孔桩径（m）≤1.0砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣:清孔。",10m,,8134.75,0.55,2880.96,304.08,4849.71,
QY_2024,QY-95,陆上冲击钻机钻孔桩径（m）≤1.25砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣:清孔。",10m,,9167.55,0.72,2919.45,397.57,5850.53,
QY_2024,QY-96,陆上冲击钻机钻孔桩径(m)≤1.5砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,11170.03,1.11,3559.14,531.82,7079.07,
QY_2024,QY-97,陆上冲击钻机钻孔桩径(m)≤2.0砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,14566.27,2.08,4861.63,955.07,8749.57,
QY_2024,QY-98,陆上冲击钻机钻孔桩径(m)≤0.8软土,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,11615.22,0.34,4458.39,212.44,6944.39,
QY_2024,QY-99,陆上冲击钻机钻孔桩径(m)≤1.0软土,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,16264.14,0.55,6074.16,308.14,9882.02,
QY_2024,QY-100,陆上冲击钻机钻孔桩径(m)≤1.25软土,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,18410.21,0.72,6117.28,401.63,11891.30,
QY_2024,QY-101,陆上冲击钻机钻孔桩径(m)≤1.5软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,2179.99,1.11,7532.10,535.88,13712.01,
QY_2024,QY-102,陆上冲击钻机钻孔桩径(m)≤2.0软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,29252.89,2.08,10476.02,972.32,17804.55,
QY_2024,QY-103,陆上冲击钻机钻孔桩径(m)≤0.8卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,15862.00,0.34,6125.93,232.48,9503.91,
QY_2024,QY-104,陆上冲击钻机钻孔桩径(m)≤1.0卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,21892.40,0.56,8255.32,328.88,13298.20,
QY_2024,QY-105,陆上冲击钻机钻孔桩径(m)≤1.25卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,24527.67,0.80,8359.30,421.43,15746.94,
QY_2024,QY-106,陆上冲击钻机钻孔桩径(m)≤1.5卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣,清孔。",10m,,30587.62,1.11,10173.78,552.86,19860.98,
QY_2024,QY-107,陆上冲击钻机钻孔桩径(m)≤2.0卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣,清孔。",10m,,36111.26,2.00,13619.69,967.11,21524.46,
QY_2024,QY-108,陆上冲击钻机钻孔桩径(m)≤0.8次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣,清孔。",10m,,18961.35,0.34,7299.82,263.00,11388.53,
QY_2024,QY-109,陆上冲击钻机钻孔桩径(m)≤1.0次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣,清孔。",10m,,26053.38,0.56,9876.61,365.36,15811.36,
QY_2024,QY-110,陆上冲击钻机钻孔桩径(m)≤1.25次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣,清孔。",10m,,29794.27,0.72,10070.40,460.73,19263.14,
QY_2024,QY-111,陆上冲击钻机钻孔桩径(m)≤1.5次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,38676.80,1.11,13147.68,604.96,24924.16,
QY_2024,QY-112,陆上冲击钻机钻孔桩径(m)≤2.0次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,44774.68,2.08,16403.24,1122.49,27248.95,
QY_2024,QY-113,陆上冲击钻机钻孔桩径(m)≤0.8坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,32682.19,0.34,12695.24,315.62,19672.40,
QY_2024,QY-114,陆上冲击钻机钻孔桩径(m)≤1.0坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,44552.90,0.56,17100.06,420.68,27032.16,
QY_2024,QY-115,陆上冲击钻机钻孔桩径(m)≤1.25坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,52504.19,0.73,18092.55,521.25,33890.39,
QY_2024,QY-116,陆上冲击钻机钻孔桩径(m)≤1.5坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,65368.68,1.11,22395.80,671.35,42301.53,
QY_2024,QY-117,陆上冲击钻机钻孔桩径(m)≤2.0坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,76220.96,2.08,28783.54,1218.68,46218.74,
QY_2024,QY-118,陆上回旋钻机钻孔桩径(m)≤0.8砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,4445.09,0.29,249.86,3346.53,0,
QY_2024,QY-119,陆上回旋钻机钻孔桩径(m)≤1.0砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,6189.24,0.45,1188.37,307.10,4693.77,
QY_2024,QY-120,陆上回旋钻机钻孔桩径(m)≤1.25砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,7404.55,0.69,1418.70,395.70,5590.15,
QY_2024,QY-121,陆上回旋钻机钻孔桩径(m)≤1.50砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,8621.63,1.08,1636.06,535.22,6450.35,
QY_2024,QY-122,陆上回旋钻机钻孔桩径(m)≤2.0砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,11026.17,1.90,1379.62,979.65,8666.90,
QY_2024,QY-123,陆上回旋钻机钻孔桩径(m)≤2.5砂砾石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,15306.65,2.96,1917.11,1370.54,12019.00,
QY_2024,QY-124,陆上回旋钻机钻孔桩径(m)≤0.8软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,7951.31,0.30,1535.96,296.39,6118.96,
QY_2024,QY-125,陆上回旋钻机钻孔桩径(m)≤1.0软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,11057.85,0.45,2150.28,559.90,8347.67,
QY_2024,QY-126,陆上回旋钻机钻孔桩径(m)≤1.25软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,14153.57,0.70,2777.73,794.26,10581.58,
QY_2024,QY-127,陆上回旋钻机钻孔桩径(m)≤1.50软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,16090.22,1.08,3118.01,1111.87,11860.34,
QY_2024,QY-128,陆上回旋钻机钻孔桩径(m)≤2.0软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,20605.93,1.90,2077.47,15931.68,0,
QY_2024,QY-129,陆上回旋钻机钻孔桩径(m)≤2.5软石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,28943.33,2.96,3629.25,3065.66,22248.42,
QY_2024,QY-130,陆上回旋钻机钻孔桩径(m)≤0.8卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,11465.84,0.30,2837.70,423.67,8204.47,
QY_2024,QY-131,陆上回旋钻机钻孔桩径(m)≤1.0卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,15953.58,0.45,3980.42,711.99,11261.17,
QY_2024,QY-132,陆上回旋钻机钻孔桩径(m)≤1.25卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,20856.17,0.70,5255.46,960.28,14640.43,
QY_2024,QY-133,陆上回旋钻机钻孔桩径(m)≤1.50卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,24904.24,1.08,1298.02,17368.71,0,
QY_2024,QY-134,陆上回旋钻机钻孔桩径(m)≤2.0卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,27764.38,1.90,4063.35,2366.09,21314.94,
QY_2024,QY-135,陆上回旋钻机钻孔桩径(m)≤2.5卵石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,39188.55,2.96,5733.58,3525.50,29929.47,
QY_2024,QY-136,陆上回旋钻机钻孔桩径(m)≤0.8次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,13172.25,0.30,2543.97,548.42,10079.86,
QY_2024,QY-137,陆上回旋钻机钻孔桩径(m)≤1.0次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,18200.13,0.45,3563.61,840.64,13795.88,
QY_2024,QY-138,陆上回旋钻机钻孔桩径(m)≤1.25次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,23582.80,0.70,4570.21,1105.41,17801.19,
QY_2024,QY-139,陆上回旋钻机钻孔桩径(m)≤1.50次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,28986.56,1.08,5702.41,1577.36,21706.79,
QY_2024,QY-140,陆上回旋钻机钻孔桩径(m)≤2.0次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,31953.96,1.91,4106.78,2703.94,25143.24,
QY_2024,QY-141,陆上回旋钻机钻孔桩径(m)≤2.5次坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,44966.96,2.97,5763.87,3987.76,35215.33,
QY_2024,QY-142,陆上回旋钻机钻孔桩径(m)≤0.8坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,21624.59,0.30,4228.06,745.78,16650.75,
QY_2024,QY-143,陆上回旋钻机钻孔桩径(m)≤1.0坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,29839.45,0.46,5918.09,1070.64,22849.80,
QY_2024,QY-144,陆上回旋钻机钻孔桩径(m)≤1.25坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,38346.38,0.70,7697.24,1374.57,29274.57,
QY_2024,QY-145,陆上回旋钻机钻孔桩径(m)≤1.50坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,47169.78,1.08,9417.58,1936.22,35615.98,
QY_2024,QY-146,陆上回旋钻机钻孔桩径(m)≤2.0坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,51781.86,1.91,6822.30,3317.63,41641.93,
QY_2024,QY-147,陆上回旋钻机钻孔桩径(m)≤2.5坚石,"安拆泥浆循环系统并造浆,准备钻具,装、拆、移钻机,安拆钻头,钻进、压泥浆、清理钻渣、清孔。",10m,,73207.17,2.97,9610.32,4848.58,58748.27,
QY_2024,QY-148,水上冲击钻机钻孔桩径(m)≤1.25土层,"泥浆槽、沉淀筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,9492.14,0.66,1817.61,695.54,6978.99,
QY_2024,QY-149,水上冲击钻机钻孔桩径(m)≤1.50土层,"泥浆槽、沉淀筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,10870.42,0.89,2090.46,798.10,7981.86,
QY_2024,QY-150,水上冲击钻机钻孔桩径(m)≤2.00土层,"泥浆槽、沉淀筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,12107.08,1.58,2521.89,1392.68,8192.51,
QY_2024,QY-151,水上冲击钻机钻孔桩径(m)≤1.25砂砾石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,20546.78,1.01,4149.29,838.10,15559.39,
QY_2024,QY-152,水上冲击钻机钻孔桩径(m)≤1.50砂砾石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,22849.97,1.41,4605.48,1001.81,17242.68,
QY_2024,QY-153,水上冲击钻机钻孔桩径(m)≤2.00砂砾石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,23629.86,2.49,5233.38,1754.19,16642.29,
QY_2024,QY-154,水上冲击钻机钻孔桩径(m)≤1.25软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,41712.96,1.90,8667.51,843.34,32202.11,
QY_2024,QY-155,水上冲击钻机钻孔桩径(m)≤1.50软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,45123.12,1.41,9361.34,1007.05,34754.73,
QY_2024,QY-156,水上冲击钻机钻孔桩径(m)≤2.00软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,48669.50,2.49,11305.76,1765.50,35598.24,
QY_2024,QY-157,水上冲击钻机钻孔桩径(m)≤1.25卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,59777.61,1.01,12522.77,854.96,46399.88,
QY_2024,QY-158,水上冲击钻机钻孔桩径(m)≤1.50卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,65919.00,1.41,13791.24,1018.66,51109.10,
QY_2024,QY-159,水上冲击钻机钻孔桩径(m)≤2.00卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,69903.46,2.51,16440.80,1867.73,51959.65,
QY_2024,QY-160,水上冲击钻机钻孔桩径(m)≤1.25次坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,76410.81,1.01,16065.64,882.95,59462.22,
QY_2024,QY-161,水上冲击钻机钻孔桩径(m)≤1.50次坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,86356.17,1.41,18154.01,1049.55,67152.61,
QY_2024,QY-162,水上冲击钻机钻孔桩径(m)≤2.00次坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,115928.61,2.51,19562.87,1930.98,94434.76,
QY_2024,QY-163,水上冲击钻机钻孔桩径(m)≤1.25坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,125015.25,1.01,26433.20,926.82,97655.23,
QY_2024,QY-164,水上冲击钻机钻孔桩径(m)≤1.50坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,139047.28,1.41,29393.68,1097.60,108556.00,
QY_2024,QY-165,水上冲击钻机钻孔桩径(m)≤2.00坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,145801.90,2.51,34826.67,2006.45,108968.60,
QY_2024,QY-166,水上回旋钻机钻孔桩径(m)≤1.25土层,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,9999.32,0.54,1190.01,705.66,8103.65,
QY_2024,QY-167,水上回旋钻机钻孔桩径(m)≤1.5土层,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,11040.32,0.79,1314.57,806.77,8918.98,
QY_2024,QY-168,水上回旋钻机钻孔桩径(m)≤2.0土层,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,11487.44,1.39,959.67,1466.84,9060.93,
QY_2024,QY-169,水上回旋钻机钻孔桩径(m)≤2.5土层,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,15539.45,2.01,1318.75,1860.15,12360.55,
QY_2024,QY-170,水上回旋钻机钻孔桩径(m)≤3.0土层,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,21091.78,3.06,1795.98,2567.75,16728.05,
QY_2024,QY-171,水上回旋钻机钻孔桩径（m）≤3.50土层,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,28256.82,4.03,2175.49,3661.59,22419.74,
QY_2024,QY-172,水上回旋钻机钻孔桩径（m）≤1.25砂砾石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,20671.97,0.83,2210.85,792.55,17668.57,
QY_2024,QY-173,水上回旋钻机钻孔桩径（m）≤1.5砂砾石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,21621.88,1.23,2303.64,935.58,18382.66,
QY_2024,QY-174,水上回旋钻机钻孔桩径（m）≤2.0砂砾石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,22553.69,2.19,1959.78,1690.83,18803.08,
QY_2024,QY-175,水上回旋钻机钻孔桩径（m）≤2.5砂砾石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,30299.10,3.20,2715.97,2351.01,25232.12,
QY_2024,QY-176,水上回旋钻机钻孔桩径(m)≤3.0砂砾石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,38634.09,4.90,3442.18,3317.23,31874.68,
QY_2024,QY-177,水上回旋钻机钻孔桩径(m)≤3.50砂砾石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,50563.71,6.12,4114.53,4496.95,41952.23,
QY_2024,QY-178,水上回旋钻机钻孔桩径(m)≤1.25软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,41533.31,9.83,4500.91,1229.39,35803.01,
QY_2024,QY-179,水上回旋钻机钻孔桩径(m)≤1.5软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,43661.91,1.23,4705.73,1550.50,37405.68,
QY_2024,QY-180,水上回旋钻机钻孔桩径(m)≤2.0软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,44643.43,2.19,4057.10,2814.39,37771.94,
QY_2024,QY-181,水上回旋钻机钻孔桩径(m)≤2.5软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,56991.10,3.20,5140.89,4063.26,47786.95,
QY_2024,QY-182,水上回旋钻机钻孔桩径(m)≤3.0软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,73486.36,4.90,6594.35,5804.17,61087.84,
QY_2024,QY-183,水上回旋钻机钻孔桩径(m)≤3.50软石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,99493.94,5.81,8115.69,7930.52,83447.73,
QY_2024,QY-184,水上回旋钻机钻孔桩径(m)≤1.25卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,57982.29,0.83,6356.56,1351.44,50274.29,
QY_2024,QY-185,水上回旋钻机钻孔桩径(m)≤1.5卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,62922.48,1.23,6877.20,1692.69,54352.59,
QY_2024,QY-186,水上回旋钻机钻孔桩径(m)≤2.0卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,64375.09,2.21,5927.07,3183.79,55264.23,
QY_2024,QY-187,水上回旋钻机钻孔桩径(m)≤2.5卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,75135.27,3.29,6876.15,4825.55,63433.57,
QY_2024,QY-188,水上回旋钻机钻孔桩径(m)≤3.0卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,98450.89,5.08,8890.68,7599.90,81960.31,
QY_2024,QY-189,水上回旋钻机钻孔桩径(m)≤3.50卵石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,137695.99,5.74,11490.40,8695.55,117474.00,
QY_2024,QY-190,水上回旋钻机钻孔桩径(m)≤1.25次坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,66831.66,0.83,7290.43,1493.81,60047.42,
QY_2024,QY-191,水上回旋钻机钻孔桩径（m）≤1.5次坚石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,73457.86,1.23,8110.92,1858.10,63488.84,
QY_2024,QY-192,水上回旋钻机钻孔桩径（m）≤2.0次坚石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,75071.02,2.21,7002.66,3530.09,64538.27,
QY_2024,QY-193,水上回旋钻机钻孔桩径（m）≤2.5次坚石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,88724.54,3.29,8166.56,5352.12,75205.86,
QY_2024,QY-194,水上回旋钻机钻孔桩径（m）≤3.0次坚石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,119954.84,5.08,10936.19,8338.19,100679.00,
QY_2024,QY-195,水上回旋钻机钻孔桩径（m）≤3.50次坚石,泥浆槽、沉渣筒制安拆，钻机安拆，移动钻机，泥浆船拼拆，设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。,10m,,156776.11,5.74,13186.62,8860.40,134729.10,
QY_2024,QY-196,水上回旋钻机钻孔桩径(m)≤1.25坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,108330.38,0.83,11993.92,1755.00,94581.46,
QY_2024,QY-197,水上回旋钻机钻孔桩径(m)≤1.5坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,123613.84,1.23,13672.65,2160.79,107780.40,
QY_2024,QY-198,水上回旋钻机钻孔桩径(m)≤2.0坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,127355.55,2.21,12129.23,3815.38,111410.93,
QY_2024,QY-199,水上回旋钻机钻孔桩径(m)≤2.5坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,144689.02,2.29,13620.73,5877.72,125190.57,
QY_2024,QY-200,水上回旋钻机钻孔桩径(m)≤3.0坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,196070.30,5.08,18230.24,10342.13,167497.93,
QY_2024,QY-201,水上回旋钻机钻孔桩径(m)≤3.50坚石,"泥浆槽、沉渣筒制安拆,钻机安拆,移动钻机,泥浆船拼拆,设置水上泥浆循环系统、造浆、钻进、提钻、换浆、清孔、清除废浆等沉淀物、潜水作业等。",10m,,264736.94,5.91,22611.06,11380.26,230745.62,
QY_2024,QY-202,钻孔桩混凝土浇筑土质地层(旋挖钻)非泵送,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(11.220):,245.15,0,101.74,41.31,102.10,
QY_2024,QY-203,钻孔桩混凝土浇筑土质地层(旋挖钻)泵送,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(11.220):,262.33,0,145.30,45.75,71.28,
QY_2024,QY-204,钻孔桩混凝土浇筑其他地层(冲击钻)非泵送,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(12.600):,262.39,0,107.71,39.55,115.13,
QY_2024,QY-205,钻孔桩混凝土浇筑其他地层(冲击钻)泵送,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(12.600):,277.29,0,151.12,46.71,79.46,
QY_2024,QY-206,钻孔桩混凝土浇筑 其他地层（回旋钻） 非泵送,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(11.830);,259.26,0,112.18,39.55,107.53,
QY_2024,QY-207,钻孔桩混凝土浇筑 其他地层（回旋钻） 泵送,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(11.830);,274.58,0,154.55,45.25,74.78,
QY_2024,QY-208,水上钻孔桩浇筑水下混凝土 冲击钻,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(12.600);,1154.10,0,757.69,59.52,336.89,
QY_2024,QY-209,水上钻孔桩浇筑水下混凝土 回旋钻,混凝土浇筑、清理浮浆、桩头清理、水封导管安拆、冲洗、堆放。,10m³,HT-0(11.830);,1103.03,0,711.29,59.52,332.22,
QY_2024,QY-210,单层钢筋笼制安 陆上,钢筋制作及绑扎、焊接、安放、定位、校正。,t,,4664.35,1.03,617.75,3720.71,325.89,
QY_2024,QY-211,单层钢筋笼制安水上,钢筋制作及绑扎、焊接、安放、定位、校正。,t,,5075.40,1.03,617.75,3720.71,736.94,
QY_2024,QY-212,双层钢筋笼制安(水上),钢筋制作及绑扎、套筒连接、安放、定位、校正。,t,,5437.35,1.01,584.04,3759.84,1093.47,
QY_2024,QY-213,声测管制安,"制作,随钢筋笼吊装。",t,,4726.56,1.10,500.65,4127.64,98.27,
QY_2024,QY-214,泥浆外运1km以内,装卸、运输、清理场地。,10m3,,27.31,0,8.06,0,19.25,
QY_2024,QY-215,泥浆外运增运1km,装卸、运输、清理场地。,10m3,,6.41,0,0,0,6.41,
QY_2024,QY-216,钻渣外运1km以内,装卸、运输、清理场地。,10m3,,126.69,0,10.59,0,116.10,
QY_2024,QY-217,钻渣外运 增运1km,装卸、运输、清理场地。,10m3,,24.42,0,0,0,24.42,
QY_2024,QY-218,钢围堰上钻孔平台,"制作,搭拆。",100m2,,116737.18,9.37,50335.57,41121.93,25279.68,
QY_2024,QY-219,钻孔工作平台 桩径≤2.0m水深≤5.0m,"钢结构制安拆,打拔定位钢筒,平台与定位护筒临时联接及拆除。",100m2,,228152.52,10.17,59091.84,51604.51,117456.00,
QY_2024,QY-220,钻孔工作平台 桩径≤3.5m水深≤10m,"钢结构制安拆,打拔定位钢筒,平台与定位护筒临时联接及拆除。",100m2,,339749.13,10.76,84759.60,55020.43,199969.10,
QY_2024,QY-221,钻孔工作平台桩径≤3.5m水深≤20m,"钢木结构制装拆,打拔定位钢筒,平台与定位护筒临时联接及拆除。",100m2,,408184.40,17.20,85169.10,80963.66,242051.10,
QY_2024,QY-222,钢护筒埋设及拆除埋深≤2m,埋设、拆除存放。,t,,1593.48,10.14,742.02,737.41,114.05,
QY_2024,QY-223,钢护筒埋设及拆除埋深≤4m,埋设、拆除存放。,t,,1701.23,5.24,703.98,769.22,228.03,
QY_2024,QY-224,钢护筒插打桩径≤2m,护筒下河、吊插、下沉、护筒导向架安拆。,t,,6707.31,1.03,372.20,5175.28,1159.83,
QY_2024,QY-225,钢护筒插打桩径≤3.0m,护筒下河、吊插、下沉、护筒导向架安拆。,t,,7671.97,1.03,322.97,5456.55,1892.45,
QY_2024,QY-226,钢护筒插打桩径≤3.5m,"护筒下河、吊插、下沉,护筒导向架安拆。",t,,9051.09,1.03,315.66,5456.55,3278.88,
QY_2024,QY-227,钢护筒安装及固定架制安拆,"下河、吊装,钢护筒安装、固定架制安拆。",t,,12931.77,1.22,1563.26,5934.89,5433.62,
QY_2024,QY-228,钢导向护筒安拆,钢护筒下河、安装、拆除、整修、存放。,t,,2615.91,0.14,1270.27,787.34,558.30,
QY_2024,QY-229,凿除混凝土桩头桩径(m)≤1.0,桩头环切、凿混凝土、剥离钢筋、磨桩头、吊运桩头至坑外。,1根桩,,255.93,0,77.28,2.16,176.49,
QY_2024,QY-230,凿除混凝土桩头桩径(m)≤2.0,桩头环切、凿混凝土、剥离钢筋、磨桩头、吊运桩头至坑外。,1根桩,,409.01,0,124.71,3.17,281.13,
QY_2024,QY-231,拆除混凝土桩头 桩径（m）≤3.0,桩头环切、凿混凝土、剥离钢筋、磨桩头、吊运桩头至坑外。,1根桩,,875.56,0,267.93,7.02,600.61,
QY_2024,QY-232,挖孔桩开挖 孔深（m）≤10 普通土,开挖、吊运、孔口外10m以内运输、支撑防护、修整桩孔、通风管路铺、拆、通风。,10m³,,1125.55,0,638.64,11.34,475.57,
QY_2024,QY-233,挖孔桩开挖 孔深（m）≤15 普通土,开挖、吊运、孔口外10m以内运输、支撑防护、修整桩孔、通风管路铺、拆、通风。,10m³,,1475.43,0,874.34,17.74,583.35,
QY_2024,QY-234,挖孔桩开挖 孔深（m）≤10 硬土,开挖、吊运、孔口外10m以内运输、支撑防护、修整桩孔、通风管路铺、拆、通风。,10m³,,1521.79,0,873.45,11.54,636.80,
QY_2024,QY-235,挖孔桩开挖 孔深（m）≤15 硬土,开挖、吊运、孔口外10m以内运输、支撑防护、修整桩孔、通风管路铺、拆、通风。,10m³,,2007.05,0,1194.04,17.94,795.07,
QY_2024,QY-236,挖孔桩开挖 孔深(m) ≤10 软石,"开挖,吊运,孔口外11m以内运输,支撑防护,修整桩孔,通风管路铺、拆,通风。",10m³,,1579.89,0.01,715.77,189.31,674.81,
QY_2024,QY-237,挖孔桩开挖 孔深(m) ≤15 软石,"开挖,吊运,孔口外12m以内运输,支撑防护,修整桩孔,通风管路铺、拆,通风。",10m³,,1920.91,0.01,925.66,195.71,799.54,
QY_2024,QY-238,挖孔桩开挖 孔深(m) ≤10 次坚石,"开挖,吊运,孔口外13m以内运输,支撑防护,修整桩孔,通风管路铺、拆,通风。",10m³,,2518.28,0.01,1064.55,414.72,1039.01,
QY_2024,QY-239,挖孔桩开挖 孔深(m) ≤15 次坚石,"开挖,吊运,孔口外14m以内运输,支撑防护,修整桩孔,通风管路铺、拆,通风。",10m³,,3025.44,0.01,1377.53,421.12,1226.79,
QY_2024,QY-240,挖孔抽水,"管路铺拆,抽水。",10m³湿土,,114.86,0,38.94,0.43,75.49,
QY_2024,QY-241,挖孔桩桩身混凝土非泵送,"搭拆浇筑平台,混凝土浇筑、振捣及养护,桩头处理。",10m3,HT-0(10.400);,703.96,0,584.49,35.84,83.63,
QY_2024,QY-242,挖孔桩桩身混凝土泵送,"搭拆浇筑平台,混凝土浇筑、振捣及养护,桩头处理。",10m3,HT-0(10.400);,352.44,0,265.24,35.46,51.74,
QY_2024,QY-243,挖孔桩护壁混凝土非泵送,"模板安拆、定位、校正,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,2963.90,0.03,2669.43,190.16,104.31,
QY_2024,QY-244,挖孔桩桩靴制安,桩靴制作及安装。,10kg,,182.08,0.01,3.28,39.40,139.40,
QY_2024,QY-245,方桩接头硫磺胶泥,"硫磺胶泥拌制、浇注,紧固接头。",10个,,1035.11,0.01,721.29,313.82,0,
QY_2024,QY-246,方桩接头 法兰盘,接头安装。,10个,,4892.62,0.62,738.14,3720.71,433.77,
QY_2024,QY-247,陆上打方桩 松土,"准备机具,吊桩定位,安卸桩帽,打桩、接桩、送桩、桩头处理。",10m3,,3414.77,0.01,1905.77,96.17,1412.83,
QY_2024,QY-248,陆上打方桩 普通土,"准备机具,吊桩定位,安卸桩帽,打桩、接桩、送桩、桩头处理。",10m3,,4419.47,0.01,2303.19,102.95,2013.33,
QY_2024,QY-249,船上打方桩 松土,"准备机具,吊桩定位,安卸桩帽,打桩、接桩、送桩、桩头处理。",10m3,,7415.44,0.01,3013.29,96.17,4305.98,
QY_2024,QY-250,船上打方桩 普通土,"准备机具,吊桩定位,安卸桩帽,打桩、接桩、送桩、桩头处理。",10m3,,9963.63,0.01,3719.21,102.95,6141.47,
QY_2024,QY-251,陆上振动下沉管桩 桩径≤550 桩长(m) ≤24,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接拆、打送桩,校正,复打,安拆地笼,桩头处理。",100m,,18619.15,34.29,2000.21,15405.42,1213.52,
QY_2024,QY-252,陆上振动下沉管桩 桩径≤550 桩长(m) ≤32,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接拆、打送桩,校正,复打,安拆地笼,桩头处理。",100m,,18188.97,33.64,1860.57,15135.10,1193.30,
QY_2024,QY-253,陆上振动下沉管桩 桩径≤550 桩长(m) ≤40,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接拆、打送桩,校正,复打,安拆地笼,桩头处理。",100m,,18196.96,33.99,2020.49,14911.62,1264.85,
QY_2024,QY-254,船上振动下沉管桩 桩径550 桩长(m) ≤24,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接拆、打送桩,校正,复打,安拆地笼,桩头处理。",100m,,20934.37,34.28,2360.92,15364.73,3208.72,
QY_2024,QY-255,船上振动下沉管桩 桩径550 桩长(m) ≤32,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接拆、打送桩,校正,复打,安拆地笼,桩头处理。",100m,,20369.56,33.62,2214.28,15094.42,3060.86,
QY_2024,QY-256,船上振动下沉管桩 桩径550 桩长(m) ≤40,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接拆、打送桩,校正,复打,安拆地笼,桩头处理。",100m,,20506.77,32.97,2215.77,14870.93,3420.07,
QY_2024,QY-257,陆上锤击下沉管桩 桩径800 桩长≤40,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接桩及防腐涂装,打送桩,校正,复打。",10m,,4626.66,7.40,107.41,4087.35,431.90,
QY_2024,QY-258,陆上锤击下沉管桩 管桩直径 桩径800 桩长≤30,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接桩及防腐涂装,打送桩,校正,复打。",10m,,4623.97,7.54,86.08,4184.68,353.21,
QY_2024,QY-259,陆上锤击下沉管桩 管桩直径 桩径1000 桩长≤40,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接桩及防腐涂装,打送桩,校正,复打。",10m,,6104.51,9.62,165.59,5319.04,619.88,
QY_2024,QY-260,陆上锤击下沉管桩 管桩直径 桩径1000 桩长≤30,"场内移动打桩机具,吊桩定位,安卸桩帽,插打,接桩及防腐涂装,打送桩,校正,复打。",10m,,6108.32,9.80,140.23,5448.23,519.86,
QY_2024,QY-261,钢管桩制作 桩径500,下料、调直、焊接、拼接、拼装、堆放。,t,,6119.22,1.06,1287.72,4095.91,735.59,
QY_2024,QY-262,陆上振动下沉钢管桩 桩径500 桩长(m) ≤24,"场内移动打桩机具,吊桩定位,安卸桩帽,插打、接桩、送桩,校正,复打,安拆地笼,桩头处理。",100m,,5051.26,0.04,2600.51,903.92,1546.83,
QY_2024,QY-263,陆上振动下沉钢管桩 桩径500 桩长(m) ≤32,"场内移动打桩机具,吊桩定位,安卸桩帽,插打、接桩、送桩,校正,复打,安拆地笼,桩头处理。",100m,,4908.74,0.04,2440.14,991.07,1477.53,
QY_2024,QY-264,船上振动下沉钢管桩 桩径500 桩长(m) ≤24,"移动打桩机具,移船,吊桩定位,安卸桩帽,管桩下河,下沉管桩,接桩、送桩,校正,复打,桩头处理。",100m,,7853.53,0.02,2879.32,863.23,4110.98,
QY_2024,QY-265,船上振动下沉钢管桩 桩径500 桩长(m) ≤32,"移动打桩机具,移船,吊桩定位,安卸桩帽,管桩下河,下沉管桩,接桩、送桩,校正,复打,桩头处理。",100m,,8314.05,0.02,3068.48,950.39,4295.16,
QY_2024,QY-266,管桩内浇筑混凝土 陆上,"浇筑平台搭拆,混凝土浇筑。",10m3,HT-0(10.200);,751.75,0.02,448.73,91.00,212.02,
QY_2024,QY-267,管桩内浇筑混凝土 水上,"浇筑平台搭拆,混凝土浇筑。",10m3,HT-0(10.200);,1100.39,0.02,644.16,91.11,365.12,
QY_2024,QY-268,船上打桩工作平台,"制安拆简易打桩架,移动、固定船只,制安拆平台。",艘,,21980.88,1.24,14978.24,4821.98,2180.63,
QY_2024,QY-269,钢管柱制造(带法兰盘) 中≤2m,"钢料调直、整平、下料、钻孔、组装、堆放;法兰盘制安,分节和整根组装并校正轴线。",t,,5731.09,1.05,1093.94,4025.91,611.24,
QY_2024,QY-270,钢管柱制造(带法兰盘) 中>2m,"钢料调直、整平、下料、钻孔、组装、堆放;法兰盘制安,分节和整根组装并校正轴线。",t,,6137.04,1.05,1145.11,4132.51,859.42,
QY_2024,QY-271,钢枕靴制作(不带法兰盘),"钢料调直、整平、下料、钻孔、组装、堆放。法兰盘制安,分节和整根组装并校正轴线。",t,5682.6,1093.94,1.05,4025.84,0,562.82,
QY_2024,QY-272,钢筋混凝土管柱预制尖节≤3m,"法兰盘制安,钢筋制作、绑扎,模板制安拆,混凝土拌制、浇筑、振捣及养护,脚手架按拆、管柱存放移位:预应力混凝土管柱增加张拉工序,尖节管柱全镶钢...",节(长7.5m),HT-6242(9.720)...,65819.52,35.24,15749.68,41570.11,8499.73,
QY_2024,QY-273,钢筋混凝土管柱预制尖节≤3.6m,"法兰盘制安,钢筋制作、绑扎,模板制安拆,混凝土拌制、浇筑、振捣及养护,脚手架按拆、管柱存放移位:预应力混凝土管柱增加张拉工序,尖节管柱全镶钢...",节(长7.5m),HT-6242(12.1...,77311.11,43.51,18481.46,50171.14,8658.51,
QY_2024,QY-274,钢筋混凝土管柱预制尖节≤1.55m,"法兰盘制安,钢筋制作、绑扎,模板制安拆,混凝土拌制、浇筑、振捣及养护,脚手架按拆、管柱存放移位:预应力混凝土管柱增加张拉工序,尖节管柱全镶钢...",10m,HT-6242(4.980)...,18271.07,15.21,4601.61,10797.87,2871.59,
QY_2024,QY-275,预应力混凝土管柱预制中节≤3m,"法兰盘制安,钢筋制作、绑扎,模板制安拆,混凝土拌制、浇筑、振捣及养护,脚手架按拆、管柱存放移位:预应力混凝土管柱增加张拉工序,尖节管柱全镶钢...",10m,HT-6242(12.9...,71200.74,43.00,18714.03,40677.87,11808.84,
QY_2024,QY-276,预应力混凝土管柱预制中节Φ3.6m,"法兰盘制安,钢筋制作、绑扎,模板制安装拆,混凝土拌制、浇筑、振捣及养护,脚手架按拆、管柱存放移位;预应力混凝土管柱增加张拉工序;尖节管柱全镶钢...",10m,HT-6250(16.2...,85607.89,54.51,19792.61,52122.99,13692.29,
QY_2024,QY-277,钢筋(预应力)混凝土管柱Φ1.55m入土深度(m)≤25水深(m)≤20,"管柱下河、吊插、射水、吸泥、下沉、接高,起吊及辅助结构制安拆,柱头处理。",10m,,37781.36,0.26,3508.42,1425.23,32847.71,
QY_2024,QY-278,钢筋(预应力)混凝土管柱Φ3m入土深度(m)≤40水深(m)≤25,"管柱下河、吊插、射水、吸泥、下沉、接高,起吊及辅助结构制安拆,柱头处理。",10m,,87579.16,0.73,16071.76,3119.54,68387.86,
QY_2024,QY-279,钢筋(预应力)混凝土管柱Φ3.6m入土深度(m)≤30水深(m)≤30,"管柱下河、吊插、射水、吸泥、下沉、接高,起吊及辅助结构制安拆,柱头处理。",10m,,125351.92,0.81,17272.73,3452.25,104176.94,
QY_2024,QY-280,钢管桩Φ≤2m入土深度(m)≤40水深(m)≤20,"管柱下河、吊插、射水、吸泥、下沉、接高,起吊及辅助结构制安拆,柱头处理。",10m,,45626.63,0.10,3482.01,663.74,41460.86,
QY_2024,QY-281,钢管柱Φ＞2m入土深度(m)≤30水深(m)≤30,"管柱下河、吊插、射水、吸泥、下沉、接高,起吊及辅助结构制安拆,桩头处理。",10m,,85736.15,0.51,15186.23,2305.66,68244.26,
QY_2024,QY-282,管柱及钻孔内清孔洗壁Φ≤2m,"接拆射水管,吸泥机,沉淀,清孔器制安拆。",根,,11508.79,0.08,3016.27,902.88,7589.64,
QY_2024,QY-283,管柱及钻孔内清孔洗壁Φ＞2m,"接拆射水管,吸泥机,沉淀,清孔器制安拆。",根,,16329.20,0.16,5943.03,1803.82,8582.35,
QY_2024,QY-284,重力式钢筋混凝土沉井底节混凝土,"模板制安拆,刃脚钢结构制安,混凝土浇筑、振捣及养护。",10m³,"HT-0(10,200)",2864.17,0.36,1269.52,1207.55,387.10,
QY_2024,QY-285,重力式钢筋混凝土沉井井身混凝土,"模板制安拆,混凝土浇筑、振捣及养护。",10m³,"HT-0(10,200)",1241.75,0.12,654.01,330.09,257.65,
QY_2024,QY-286,轻型钢筋混凝土沉井 底节混凝土,"模板制安拆,刃脚钢结构制安,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,3377.33,0.48,1494.63,1515.28,367.42,
QY_2024,QY-287,轻型钢筋混凝土沉井 井身混凝土,"模板制安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,1785.39,0.23,920.74,605.19,259.46,
QY_2024,QY-288,钢筋混凝土沉井支承垫木铺拆,"铺设垫木,找平,抽出垫木、堆码。",10m刃脚周长,,1152.51,0.33,391.45,761.06,0,
QY_2024,QY-289,钢筋混凝土沉井土模制作,"挖运土、填平,夯实,砂浆抹面。",10m3土,,760.52,2.54,547.34,199.03,14.15,
QY_2024,QY-290,钢沉井 制作,"运料,下料,组拼,焊接。",t,,7159.75,1.05,1182.85,4063.74,1913.16,
QY_2024,QY-291,钢沉井拼装,"杆件下河,安装,脚手架搭拆,刃脚压浆,灌浆试验。",t,,4442.89,0.09,842.27,281.43,3319.19,
QY_2024,QY-292,钢沉井上节井身混凝土,"模板制安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,2159.28,0.12,1368.73,332.16,458.39,
QY_2024,QY-293,沉井钢筋 陆上,钢筋制作、绑扎、安放、定位、校正。,t,,4271.35,1.03,519.00,3606.54,145.81,
QY_2024,QY-294,沉井钢筋 水上,钢筋制作、绑扎、安放、定位、校正。,t,,4494.12,1.03,519.00,3606.54,368.58,
QY_2024,QY-295,人工卷扬机提升 普通土,"工作平台搭拆,挖装土(石),卷扬机吊运出井、倾倒,纠偏清底整平,清除井周弃土,挖积水坑、排水。",100m³,,7778.70,0,6309.27,11.65,1457.78,
QY_2024,QY-296,人挖卷扬机提升硬土,"工作平台搭拆,挖装土(石),卷扬机吊运出井、倾卸,纠偏清底整平,清除井周弃土,挖积水坑、排水。",100m3,,10613.24,0,8720.76,11.65,1880.83,
QY_2024,QY-297,人挖卷扬机提升软石,"工作平台搭拆,挖装土(石),卷扬机吊运出井、倾卸,纠偏清底整平,清除井周弃土,挖积水坑、排水。",100m3,,19712.89,0,15018.70,13.60,4680.59,
QY_2024,QY-298,人挖卷扬机提升次坚石,"工作平台搭拆,挖装土(石),卷扬机吊运出井、倾卸,纠偏清底整平,清除井周弃土,挖积水坑、排水。",100m3,,25081.38,0.02,16693.69,1123.13,7264.56,
QY_2024,QY-299,卷扬机配抓土斗松土,"工作平台搭拆,卷扬机配抓土斗挖土,吊运出井、倾卸,纠偏清基及清理井周弃土,排水。",100m3,,6637.01,0.66,2600.51,1256.15,2780.35,
QY_2024,QY-300,卷扬机配抓土斗普通土,"工作平台搭拆,卷扬机配抓土斗挖土,吊运出井、倾卸,纠偏清基及清理井周弃土,排水。",100m3,,7969.27,0.66,3139.79,1256.15,3573.33,
QY_2024,QY-301,卷扬机配抓土斗 硬土,"工作平台搭拆,卷扬机配抓土斗挖土,吊运出井,倾卸,纠偏清基及清理井周弃土,排水。",100m³,,10242.15,0.66,4560.73,1256.15,4425.27,
QY_2024,QY-302,起重机配抓土斗 松土,"起重机配抓土斗挖土,吊运出井,倾卸,纠偏清基及清理井周弃土,排水。",100m³,,7434.33,0.66,1194.93,1256.15,4983.25,
QY_2024,QY-303,起重机配抓土斗 普通土,"起重机配抓土斗挖土,吊运出井,倾卸,纠偏清基及清理井周弃土,排水。",100m³,,9336.17,0.66,1807.17,1256.15,6272.85,
QY_2024,QY-304,起重机配抓土斗 硬土,"起重机配抓土斗挖土,吊运出井,倾卸,纠偏清基及清理井周弃土,排水。",100m³,,12166.48,0.66,2768.78,1256.15,8141.55,
QY_2024,QY-305,水上沉井下沉 水中,按拆导向设备、清理导向船、供气、接高。,100m³,,27956.12,0.10,15079.71,626.56,12249.85,
QY_2024,QY-306,水上沉井下沉覆盖层,吸泥出土、补水、纠偏。,100m³,,32102.42,0,2794.44,0,29307.98,
QY_2024,QY-307,沉井下沉利用泥浆套,吸泥出土、补水、纠偏。,100m³,,13421.16,2.02,3330.59,574.25,9516.32,
QY_2024,QY-308,沉井下沉利用空气幕,吸泥出土、补水、纠偏。,100m³,,24598.34,0,2792.80,0,21805.54,
QY_2024,QY-309,水上沉井基底清理覆盖层,拉风缆、补水、射水吸泥、清底、测量、潜水检查、脚手架制安拆。,10m²,,7993.12,0.03,447.24,96.66,7449.22,
QY_2024,QY-310,水上沉井基底清理风化岩,拉风缆、补水、射水吸泥、清底、测量、潜水检查、脚手架制安拆。,10m²,,18364.14,0.03,750.82,96.66,17516.66,
QY_2024,QY-311,陆上沉井封底 水下混凝土,"浇筑平台搭拆,混凝土浇筑。",10m³,HT-0(10.200);,1060.76,0.06,573.00,220.15,267.61,
QY_2024,QY-312,陆上沉井封底 普通混凝土,"浇筑平台搭拆,混凝土浇筑。",10m³,HT-0(10.200);,935.06,0.06,447.24,220.21,267.61,
QY_2024,QY-313,陆上沉井填充 混凝土,混凝土浇筑、振捣及养护。,10m³,HT-0(10.200);,491.82,0,333.27,7.00,151.55,
QY_2024,QY-314,陆上沉井填充 片石混凝土,片石选修、清洗、摆放、混凝土浇筑、振捣及养护。,10m³,HT-0(8.670);,600.62,3.96,393.54,114.17,92.91,
QY_2024,QY-315,陆上沉井填充 填砂,填充砂。,10m³,,653.29,15.01,16.86,636.43,0,
QY_2024,QY-316,沉井盖板场内预制混凝土,模板安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200);,1595.53,0.06,1242.22,177.16,176.15,
QY_2024,QY-317,沉井盖板钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4323.34,1.05,526.75,3640.99,155.60,
QY_2024,QY-318,沉井盖板安装 陆上,安装井盖、找平、拌制砂浆、填塞挤缝、搭拆脚手架。,10m³,,2031.30,0.22,1487.47,182.23,361.60,
QY_2024,QY-319,沉井盖板安装 水上,成品下河、安装井盖、找平、拌制砂浆、填塞挤缝、搭拆脚手架。,10m³,,3237.25,0.29,1642.02,466.02,1129.21,
QY_2024,QY-320,沉井内壁管路制安拆 泥浆管路,压浆管路制安拆、压浆嘴埋设、喷嘴圈制安拆。,1000m³混凝土,,3704.44,0.61,644.16,2639.35,420.93,
QY_2024,QY-321,沉井内壁管路制安拆 空气幕管路,"管路制安拆,气龛钻孔及制安拆。",1000m³混凝土,,16907.55,0.97,8353.78,7945.12,608.65,
QY_2024,QY-322,沉井内壁管路制安拆 射水水管,"管路制安拆,射水嘴埋设。",1000m³混凝土,,9092.02,1.53,1406.47,6700.51,985.04,
QY_2024,QY-323,沉井内壁管路制安拆 探测管路∅250,管路制安拆。,1000m³混凝土,,17123.77,0.20,4785.84,11858.29,479.64,
QY_2024,QY-324,沉井外管路制安拆 泥浆、风、水干管路直径150,法兰盘、管路制安拆及接高。,100m,,2578.48,0.12,1706.92,670.78,200.78,
QY_2024,QY-325,沉井外管路制安拆 泥浆管路及地表围圈,法兰盘、管路制安拆、地表围圈钢结构制安拆。,墩,,48789.20,3.21,19445.76,23430.26,5913.16,
QY_2024,QY-326,沉井外管路制安拆 空气幕管路,"管管路制安拆,地表围圈钢结构制安拆。",墩,,15562.69,0.72,4596.68,10494.60,471.41,
QY_2024,QY-327,沉井外管路制安拆 钢沉井打气管路,法兰盘、管路制安拆、分头器制安拆。,墩,,13940.38,0.29,5085.70,7629.93,1224.75,
QY_2024,QY-328,沉井外管路制安拆 沉井射水吸泥管路 陆上,法兰盘、管路制安拆及接高。,套,,25154.69,3.73,5376.60,18608.42,1169.67,
QY_2024,QY-329,沉井外管路制安拆 沉井射水吸泥管路 水上,法兰盘、管路制安拆及接高。,套,,37305.02,5.36,7137.96,27661.41,2505.65,
QY_2024,QY-330,抖泥浆工作台,钢木结构制安拆、泥浆管路安拆、混凝土拌制、浇筑、振捣及养护。,座,,45102.41,29.03,22138.31,20981.71,1982.39,
QY_2024,QY-331,扩大基础混凝土片石混凝土,"模板安拆,片石选修、清理、摆放,混凝土浇筑、振捣及养护,混凝土凿毛。",10m³,HT-0(8.670);,864.48,4.04,418.90,391.58,54.00,
QY_2024,QY-332,扩大基础混凝土非泵送,"模板安拆,混凝土浇筑、振捣及养护,混凝土凿毛。",10m³,HT-0(10.200);,727.87,0.05,387.27,283.65,56.95,
QY_2024,QY-333,扩大基础混凝土泵送,"模板安拆,混凝土浇筑、振捣及养护,混凝土凿毛。",10m³,HT-0(10.200);,748.83,0.05,356.54,283.65,108.64,
QY_2024,QY-334,陆上承台混凝土非泵送,"钢模安拆,混凝土浇筑、振捣及养护,混凝土凿毛。",10m³,HT-0(10.200);,726.74,0.05,391.90,277.89,56.95,
QY_2024,QY-335,陆上承台混凝土泵送,"钢模安拆,混凝土浇筑、振捣及养护,混凝土凿毛。",10m³,HT-0(10.200);,721.44,0.05,334.91,277.89,108.64,
QY_2024,QY-336,水中承台混凝土,"钢模安拆,混凝土拌制、浇筑、振捣及养护,混凝土凿毛。",10m3,HT-0(10.200);,996.72,0.05,380.86,277.90,337.96,
QY_2024,QY-337,扩大基础 钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4441.49,1.08,498.71,3838.58,104.20,
QY_2024,QY-338,陆上承台钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4425.91,1.08,477.97,3838.58,109.36,
QY_2024,QY-339,水中承台 钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4915.28,1.08,477.97,3838.58,598.73,
QY_2024,QY-340,冷却管制安,"管路制安,通水试验、降温,管内灌浆封堵。",t,,4641.46,1.82,410.10,4184.08,47.28,
QY_2024,QY-341,实体墩台身片石混凝土,"洗刷及埋置片石,模板安拆,混凝土浇筑、振捣及养护,施工接缝处理,脚手架搭拆。",10m³,HT-0(8.670);,1750.70,4.11,624.62,815.91,310.17,
QY_2024,QY-342,实体墩台身陆上混凝土非泵送,"钢模安拆,混凝土浇筑、振捣及养护,施工接缝处理,脚手架搭拆。",10m³,HT-0(10.200);,1699.60,0.11,651.32,707.20,341.08,
QY_2024,QY-343,实体墩台身陆上混凝土泵送,"钢模安拆,混凝土浇筑、振捣及养护,施工接缝处理,脚手架搭拆。",10m³,HT-0(10.200);,1639.23,0.11,625.06,707.20,306.97,
QY_2024,QY-344,实体墩台身水上混凝土,"钢模安拆,混凝土浇筑、振捣及养护,施工接缝处理,脚手架搭拆。",10m³,HT-0(10.200);,1837.73,0.11,635.66,707.20,494.87,
QY_2024,QY-345,陆上墩台身钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4455.23,1.03,498.71,3709.98,246.54,
QY_2024,QY-346,水上墩台身钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4892.59,1.03,507.51,3709.98,675.10,
QY_2024,QY-347,陆上墩身混凝土 墩高(m) ≤30,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),3343.93,0.18,1484.19,1397.70,462.04,
QY_2024,QY-348,陆上墩身混凝土 墩高(m) ≤50,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),3525.15,0.20,1134.05,728.94,1662.16,
QY_2024,QY-349,陆上墩身混凝土 墩高(m) ≤70,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),3810.16,0.19,1929.79,1082.85,797.52,
QY_2024,QY-350,陆上墩身混凝土 墩高(m) ≤90,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),4005.28,0.19,2101.20,1061.47,842.61,
QY_2024,QY-351,陆上墩身混凝土 墩高(m) ≤110,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,4187.61,0.18,2186.98,1025.27,975.36,
QY_2024,QY-352,陆上墩身混凝土 墩高(m) ≤140,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,4606.78,0.17,2243.07,994.20,1369.51,
QY_2024,QY-353,水上墩身混凝土 墩高(m) ≤30,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,3653.35,0.19,1609.95,1405.07,638.33,
QY_2024,QY-354,水上墩身混凝土 墩高(m) ≤50,"模板安拆,工作平台制安拆,模板提升、定位,涂脱模剂,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,3964.80,0.20,1756.00,1118.64,990.16,
QY_2024,QY-355,陆上墩身钢筋 墩高(m) ≤30,钢筋制作、车丝、绑扎、套筒连接、安装、定位、校正。,t,,5388.96,1.02,1166.59,3734.86,487.51,
QY_2024,QY-356,陆上墩身钢筋 墩高(m) ≤50,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5500.28,1.02,1155.40,3734.86,610.02,
QY_2024,QY-357,陆上墩身钢筋 墩高(m) ≤70,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5594.45,1.02,1225.96,3734.86,633.63,
QY_2024,QY-358,陆上墩身钢筋 墩高(m) ≤90,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5771.39,1.02,1347.24,3734.86,689.29,
QY_2024,QY-359,陆上墩身钢筋 墩高(m) ≤110,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,6015.03,1.02,1484.34,3734.86,795.83,
QY_2024,QY-360,陆上墩身钢筋 墩高(m) ≤140,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,6896.74,1.02,1634.86,3734.86,1527.02,
QY_2024,QY-361,水上墩身钢筋 墩高(m) ≤30,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5562.23,1.02,1174.79,3735.25,652.19,
QY_2024,QY-362,水上墩身钢筋 墩高(m) ≤50,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5986.74,1.02,1210.15,3735.25,1041.34,
QY_2024,QY-363,板式桥墩墩身混凝土 泵送,"脚手架搭拆,钢模板安拆,混凝土浇筑、振捣及养护,施工接缝处理。",10m³,HT-0(10.200);,1492.16,0.10,683.24,536.89,272.03,
QY_2024,QY-364,板式桥墩墩身混凝土 泵送,"脚手架搭拆,钢模板安拆,混凝土浇筑、振捣及养护,施工接缝处理。",10m³,HT-0(10.200);,1398.49,0.10,629.54,536.67,232.28,
QY_2024,QY-365,板式桥墩墩身钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4572.15,1.04,636.25,3739.45,196.45,
QY_2024,QY-366,陆上顶帽混凝土墩高(m)≤30,模板安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),3428.74,0.07,2370.02,549.28,509.44,
QY_2024,QY-367,陆上顶帽混凝土墩高(m)≤50,模板安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),3755.05,0.07,2539.04,549.28,666.73,
QY_2024,QY-368,陆上顶帽混凝土墩高(m)≤70,模板安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),3927.35,0.07,2669.43,549.28,708.64,
QY_2024,QY-369,陆上顶帽混凝土墩高(m)≤90,模板安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),4491.63,0.07,3133.36,549.28,808.97,
QY_2024,QY-370,陆上顶帽混凝土墩高(m)≤110,模板安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),5142.94,0.07,3482.91,549.28,1110.75,
QY_2024,QY-371,陆上顶帽混凝土墩高(m)≤140,模板安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),6348.90,0.07,3831.24,549.28,1968.38,
QY_2024,QY-372,水上顶帽混凝土墩高(m)≤30,模板制安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),3687.76,0.07,2348.99,549.28,789.49,
QY_2024,QY-373,水上顶帽混凝土墩高(m)≤50,模板制安拆、钢构件制安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200),4218.59,0.07,2397.32,549.28,1271.99,
QY_2024,QY-374,陆上顶帽钢筋墩高(m)≤30,钢筋制作、绑扎、安装、定位、校正。,t,,5645.20,1.04,1251.22,3722.22,671.66,
QY_2024,QY-375,陆上顶帽钢筋墩高(m)≤50,钢筋制作、绑扎、安装、定位、校正。,t,,5733.59,1.04,1277.88,3722.22,733.49,
QY_2024,QY-376,陆上顶帽钢筋墩高(m)≤70,钢筋制作、绑扎、安放、定位、校正。,t,,5995.79,1.04,1430.64,3722.22,842.93,
QY_2024,QY-377,陆上顶帽钢筋墩高(m)≤90,钢筋制作、绑扎、安放、定位、校正。,t,,6261.89,1.04,1546.70,3722.22,992.97,
QY_2024,QY-378,陆上顶帽钢筋墩高(m)≤110,钢筋制作、绑扎、安放、定位、校正。,t,,6607.65,1.04,1702.89,3722.22,1182.54,
QY_2024,QY-379,陆上顶帽钢筋墩高(m)≤140,钢筋制作、绑扎、安放、定位、校正。,t,,7492.94,1.04,1875.49,3722.22,1895.23,
QY_2024,QY-380,水上顶帽钢筋墩高(m)≤30,钢筋制作、绑扎、安放、定位、校正。,t,,5822.86,1.04,1264.45,3722.22,836.19,
QY_2024,QY-381,水上顶帽钢筋墩高(m)≤50,钢筋制作、绑扎、安放、定位、校正。,t,,6147.47,1.04,1346.50,3722.22,1078.75,
QY_2024,QY-382,框架墩墩身混凝土非泵送,"支架及脚手架搭拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,2893.49,0.12,1908.16,712.37,272.96,
QY_2024,QY-383,框架墩墩身混凝土泵送,"支架及脚手架搭拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,2387.91,0.12,1432.13,718.79,236.99,
QY_2024,QY-384,框架墩墩帽混凝土非泵送,"支架及脚手架搭拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,5034.90,0.35,2630.19,2035.20,369.51,
QY_2024,QY-385,框架墩墩帽混凝土泵送,"支架及脚手架搭拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200);,4712.36,0.35,2346.45,2034.98,330.93,
QY_2024,QY-386,框架墩墩身钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4620.53,1.03,736.65,3684.18,199.70,
QY_2024,QY-387,框架墩墩帽钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4903.11,1.03,938.34,3729.54,235.23,
QY_2024,QY-388,拼装式双柱桥墩 立柱混凝土,"模板制安拆,混凝土浇筑、振捣及养护,成品堆放。",10m³,HT-0(10.100);,1935.57,0.04,1153.91,301.67,479.99,
QY_2024,QY-389,拼装式双柱桥墩 帽梁混凝土,"模板制安拆,混凝土浇筑、振捣及养护,成品堆放。",10m³,HT-0(10.100);,1213.75,0.04,668.33,272.89,272.53,
QY_2024,QY-390,拼装式双柱桥墩 立柱钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4573.85,1.03,637.15,3727.96,208.74,
QY_2024,QY-391,拼装式双柱桥墩帽梁钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4515.66,1.03,631.63,3717.49,166.54,
QY_2024,QY-392,拼装式双柱桥墩安装预构件,预制构件吊装、处理吊环孔。,10m³,HT-0(10.200);,1563.32,0.05,669.52,115.89,777.91,
QY_2024,QY-393,托盘及台顶混凝土非泵送,支架制安拆、模板安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200);,2371.58,0.12,733.26,428.17,0,
QY_2024,QY-394,托盘及台顶混凝土泵送,支架制安拆、模板安拆、混凝土浇筑、振捣及养护。,10m³,HT-0(10.200);,2056.21,0.12,1052.91,733.26,270.04,
QY_2024,QY-395,托盘及台顶钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,5210.89,1.04,1238.49,3738.89,233.51,
QY_2024,QY-396,通咋槽混凝土非泵送,"模板制安拆、混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,3648.55,0.11,3019.55,348.78,280.22,
QY_2024,QY-397,通咋槽混凝土泵送,"模板制安拆、混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,3341.26,0.11,2747.30,348.66,245.30,
QY_2024,QY-398,耳墙混凝土非泵送,"模板制安拆、混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,2422.16,0.18,1681.41,457.85,282.90,
QY_2024,QY-399,耳墙混凝土泵送,"模板制安拆、混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,2114.69,0.18,1408.86,457.85,247.98,
QY_2024,QY-400,通咋槽钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4704.11,1.03,978.47,3626.10,99.54,
QY_2024,QY-401,耳墙钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4715.43,1.03,987.42,3612.90,115.11,
QY_2024,QY-402,塔座混凝土,"脚手架制安拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),2234.97,0.06,864.50,456.09,914.38,
QY_2024,QY-403,下塔柱混凝土,"脚手架制安拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),7440.78,0.30,3920.30,1606.44,1914.04,
QY_2024,QY-404,横梁混凝土,"脚手架制安拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),9699.91,0.84,4420.80,2718.20,2560.91,
QY_2024,QY-405,中塔柱混凝土,"脚手架制安拆,模板安拆,混凝土浇筑、振捣及养护。",10m³,HT-0(10.200),8015.57,0.13,4564.76,1280.25,2170.56,
QY_2024,QY-406,上塔柱 混凝土,"脚手架制安拆,模板安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,13686.74,0.54,7662.78,2193.26,3830.70,
QY_2024,QY-407,塔座 钢筋,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,6898.45,1.08,931.03,4070.70,1896.72,
QY_2024,QY-408,下塔柱 钢筋,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5555.07,1.03,944.16,3727.07,883.67,
QY_2024,QY-409,横梁 钢筋,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5794.03,1.03,787.07,3705.44,1291.52,
QY_2024,QY-410,中塔柱 钢筋,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,5735.59,1.02,1041.28,3687.55,1006.76,
QY_2024,QY-411,上塔柱钢筋,钢筋制作、车丝、绑扎、套筒连接、安放、定位、校正。,t,,6608.71,1.02,1522.98,3689.24,1396.49,
QY_2024,QY-412,劲性骨架,劲性钢骨架制安。,t,,9494.23,1.05,2141.78,4133.97,3218.48,
QY_2024,QY-413,预应力高强钢丝(中5) 制安,"制安波纹管、支承钢板,高强度钢丝下料、制、安、张拉,孔道压浆,切割钢丝头。",10t,,79638.42,14.64,25111.62,52402.53,2124.27,
QY_2024,QY-414,预应力高强钢丝(中5) 张拉,"制安波纹管、支承钢板,高强度钢丝下料、制、安、张拉,孔道压浆,切割钢丝头。",100束,,29254.16,0,5902.31,17958.72,5393.13,
QY_2024,QY-415,预应力高强钢丝(中5) 重复张拉,"制安波纹管、支承钢板,高强度钢丝下料、制、安、张拉,孔道压浆,切割钢丝头。",100束,,10901.00,0,5507.87,0,5393.13,
QY_2024,QY-416,水上混凝土搅拌站100m3/h,"混凝土材料水上运输,混凝土搅拌船就位,配料、出料、清洗。",10m³,HT-0(10.200);,1147.06,0,77.28,1.10,1068.68,
QY_2024,QY-417,水上混凝土搅拌站150m3/h,"混凝土材料水上运输,混凝土搅拌船就位,配料、出料、清洗。",10m³,HT-0(10.200);,1259.18,0,37.44,1.10,1220.64,
QY_2024,QY-418,跨度L≤40m 拱圈混凝土,"模板制安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200):,2965.93,0.40,1621.14,943.71,401.08,
QY_2024,QY-419,跨度L≤40m 拱上墙柱混凝土,"模板制安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200):,4941.13,0.66,2542.03,1554.48,844.62,
QY_2024,QY-420,跨度L≤40m 桥面板混凝土,"模板制安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200):,3729.48,0.36,2007.52,849.84,872.12,
QY_2024,QY-421,跨度L≤40m 拱圈混凝土,"模板制安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200):,5056.43,0.46,3036.05,1075.45,942.93,
QY_2024,QY-422,跨度L≤40m 拱上墙柱混凝土,"模板制安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200):,9324.13,0.97,5214.74,2284.37,1825.02,
QY_2024,QY-423,跨度L≤60m 桥面板 混凝土,"模板制安拆;混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,5632.90,0.52,3324.77,1207.74,1100.39,
QY_2024,QY-424,拱圈、拱上墙柱钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4440.74,1.03,660.42,3609.33,170.99,
QY_2024,QY-425,桥面板、拱肋钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4783.44,1.03,876.88,3640.56,266.00,
QY_2024,QY-426,墩上结构L≤60m 混凝土,"模板制安拆;混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,4446.82,0.52,2143.72,1202.71,1100.39,
QY_2024,QY-427,墩上结构L≤60m 钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4511.28,1.03,668.33,3637.05,205.90,
QY_2024,QY-428,拱上填筑混凝土,混凝土浇筑、振捣及养护。,10m3,HT-0(10.200);,992.03,0,689.06,32.91,270.06,
QY_2024,QY-429,拱上填筑片石混凝土,洗石及埋置片石、混凝土浇筑、振捣及养护。,10m3,HT-0(8.670);,1181.16,4.00,770.07,141.03,270.06,
QY_2024,QY-430,钢拱架跨度(m)≤25,钢拱架：拱架搭拆，拱架上梳形木及拱上工作台和栏杆制安拆。,t,,2064.05,0.08,1724.52,214.70,124.83,
QY_2024,QY-431,钢拱架跨度(m)≤53,钢拱架：拱架搭拆，拱架上梳形木及拱上工作台和栏杆制安拆。,t,,1961.43,0.13,1173.15,336.65,451.63,
QY_2024,QY-432,钢拱架跨度(m)>53,钢拱架：拱架搭拆，拱架上梳形木及拱上工作台和栏杆制安拆。,t,,1528.42,0.13,735.01,341.75,451.66,
QY_2024,QY-433,预制T梁 混凝土,模板安拆、排水管预埋、混凝土场内运输、浇筑、振捣、覆盖、洒水养护。,10m3,HT-0(10.100):,3029.68,0.15,1362.61,1322.79,344.28,
QY_2024,QY-434,预制T梁 钢筋,钢筋调直、切断、弯制、绑扎、焊接、吊装、定位、校正。,t,,4649.52,1.04,495.43,3948.81,205.28,
QY_2024,QY-435,预制T梁场内移梁门式起重机≤2×80t,准备、安装垫板、吊具、提梁、移梁、对中超平、落梁就位、拆除吊具、吊机空回。,片,,866.60,0.02,288.51,66.10,511.45,
QY_2024,QY-436,预制箱梁混凝土 单线梁,模板安拆、排水管预埋、混凝土场内运输、浇筑、振捣、覆盖、洒水养护。,10m3,HT-0(10.100):,2815.10,0.12,1368.03,1104.67,341.40,
QY_2024,QY-437,预制箱梁混凝土 双线梁,模板安拆、排水管预埋、混凝土场内运输、浇筑、振捣、覆盖、洒水养护。,10m3,HT-0(10.100):,2065.61,0.08,911.51,788.79,365.31,
QY_2024,QY-438,预制箱梁钢筋,钢筋调直、切断、弯制、绑扎、焊接、吊装、定位、校正。,t,,4597.10,1.04,461.87,4029.93,105.30,
QY_2024,QY-439,搬梁机场内搬梁≤600t 轮胎式,准备、对孔、安装吊具、提梁、纵横移梁、落梁及支垫、吊具拆除、搬梁机空回。,孔,,6165.29,0,411.02,15.81,5738.46,
QY_2024,QY-440,搬梁机场内搬梁≤600t 轮轨式,准备、对孔、安装吊具、提梁、纵横移梁、落梁及支垫、吊具拆除、搬梁机空回。,孔,,3389.88,0,411.02,15.81,2962.85,
QY_2024,QY-441,搬梁机场内搬梁≤900t 轮胎式 单线梁,准备、对孔、安装吊具、提梁、纵横移梁、落梁及支垫、吊具拆除、搬梁机空回。,孔,,11019.38,0,389.13,15.81,10614.44,
QY_2024,QY-442,搬梁机场内搬梁≤900t 轮胎式 双线梁,准备、对孔、安装吊具、提梁、纵横移梁、落梁及支垫、吊具拆除、搬梁机空回。,孔,,11730.67,0,410.05,15.81,11304.81,
QY_2024,QY-443,搬梁机场内搬梁≤900t轮轨式单线梁,"准备、对孔、安装吊具,提梁,纵横移梁,落梁及支垫,吊具拆除,搬梁机空回。",孔,,4478.85,0,524.63,15.81,3938.41,
QY_2024,QY-444,搬梁机场内搬梁≤900t轮轨式双线梁,"准备、对孔、安装吊具,提梁,纵横移梁,落梁及支垫,吊具拆除,搬梁机空回。",孔,,4762.37,0,551.99,15.81,4194.57,
QY_2024,QY-445,轮轨式移梁台车场内移梁单线梁,"移梁准备,移梁台车就位,台车顶升梁体,平稳检测,移梁,就位落梁。",孔次,,270.94,0.01,56.16,43.71,171.07,
QY_2024,QY-446,轮轨式移梁台车场内移梁双线梁,"移梁准备,移梁台车就位,台车顶升梁体,平稳检测,移梁,就位落梁。",孔次,,284.90,0.01,58.90,45.60,180.40,
QY_2024,QY-447,安装、调试及拆除轮轨式搬梁机≤600t,安装、调试、拆除,次,,171309.27,0.32,40586.39,1374.99,129347.89,
QY_2024,QY-448,安装、调试及拆除 轮轨式搬梁机≤600t,安装、调试、拆除,次,164438.578,0.32,40586.39,1374.99,122477.20,0,
QY_2024,QY-449,安装、调试及拆除 轮胎式搬梁机≤900t,安装、调试、拆除,次,228454.609,0.43,67241.38,2131.11,159082.13,0,
QY_2024,QY-450,安装、调试及拆除 轮轨式搬梁机≤900t,安装、调试、拆除,次,219923.516,0.43,54115.13,1833.16,163975.06,0,
QY_2024,QY-451,安装、调试及拆除 轮轨式提梁机≥2×450t,安装、调试、拆除,次,320549.563,1.35,94723.24,5636.24,220190.06,0,
QY_2024,QY-452,预制混凝土梁蒸汽养护 燃气锅炉,"安装养护罩,安装蒸汽管路,安装蒸养系统,安放温度表,送汽,测温、记录、恒温养护、降温、停汽、拆移养护罩。",10m3构件,585.79,0,244.75,211.52,129.52,0,
QY_2024,QY-453,预制混凝土梁蒸汽养护燃油锅炉,"安装养护罩,安装蒸汽管路,安装蒸养系统、安放温度表,送汽、测温、记录、恒温养护、降温、停汽、拆移养护罩。",10m3构件,,716.66,0,244.75,211.52,260.39,
QY_2024,QY-454,支架法现浇预应力混凝土箱梁混凝土,模板处理、拼缝处理、模板安装、调整、验收、砼浇筑准备工作、模板降温、灌主、振捣、收平、清理、凿毛、覆盖、洒水、模板拆除。,10m3,HT-0(10.200):,5788.34,0.27,3056.38,2051.95,680.01,
QY_2024,QY-455,支架法现浇预应力混凝土箱梁钢筋,钢筋调直、切断、弯制、焊接、绑扎、吊装、定位、校正。,t,,5456.10,1.04,1222.75,4014.97,218.38,
QY_2024,QY-456,移动模架现浇混凝土,模板安拆、混凝土浇注、振捣及覆盖、养护。,10m3,HT-0(10.200):,7080.07,0.39,2334.61,2246.42,2499.04,
QY_2024,QY-457,移动模架安装、调试、拆除,移动模架造桥机安装、调试、拆除。,10t·次,,10175.83,0.04,3670.01,216.55,6289.27,
QY_2024,QY-458,移动模架纵向移位,"准备,支墩拆搭,外模下移,纵移走行,调整就位,制梁准备。",10m,,9075.02,0.31,6915.00,871.48,1288.54,
QY_2024,QY-459,横向钢绞线制安及张拉 3根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,118118.99,19.06,18886.43,98071.65,1158.91,
QY_2024,QY-460,横向钢绞线制安及张拉 3根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,2749.60,0.12,1484.19,1211.53,53.88,
QY_2024,QY-461,横向钢绞线制安及张拉 4根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,104583.96,16.62,15202.78,86394.14,987.04,
QY_2024,QY-462,横向钢绞线制安及张拉 4根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,3253.85,0.15,1511.04,1680.79,62.02,
QY_2024,QY-463,钢绞线制安及张拉 4根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,93342.15,17.02,11209.64,80375.87,1756.64,
QY_2024,QY-464,钢绞线制安及张拉 4根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,2992.43,0.13,1045.50,1613.69,333.24,
QY_2024,QY-465,钢绞线制安及张拉 6根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,68133.40,16.38,4786.30,62100.99,1246.11,
QY_2024,QY-466,钢绞线制安及张拉 6根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,3811.43,0.20,1004.03,2420.54,386.86,
QY_2024,QY-467,钢绞线制安及张拉 7根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,66779.05,16.23,4826.27,60801.07,1151.71,
QY_2024,QY-468,钢绞线制安及张拉 7根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,4428.40,0.27,1056.49,2966.76,405.15,
QY_2024,QY-469,钢绞线制安及张拉 8根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,65074.96,16.00,4284.00,59766.73,1024.23,
QY_2024,QY-470,钢绞线制安及张拉 8根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,4780.56,0.30,999.21,3370.11,411.24,
QY_2024,QY-471,钢绞线制安及张拉 9根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,61689.74,15.77,3376.33,57341.69,969.72,
QY_2024,QY-472,钢绞线制安及张拉 9根1束 张拉,"钢绞线张拉,混凝土凿毛等。",10束,,5195.05,0.61,989.36,3788.46,417.23,
QY_2024,QY-473,钢绞线制安及张拉10根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,60098.28,15.45,3378.33,55811.05,908.90,
QY_2024,QY-474,钢绞线制安及张拉10根1束张拉,"钢绞线张拉,混凝土凿毛等。",10束,,5836.34,1.55,961.61,4441.67,433.06,
QY_2024,QY-475,钢绞线制安及张拉12根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,59154.51,15.33,2657.79,55528.95,967.77,
QY_2024,QY-476,钢绞线制安及张拉12根1束张拉,"钢绞线张拉,混凝土凿毛等。",10束,,6538.08,0.65,933.72,4995.32,609.04,
QY_2024,QY-477,钢绞线制安及张拉13根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,58344.85,14.81,2495.78,54918.00,931.07,
QY_2024,QY-478,钢绞线制安及张拉13根1束张拉,"钢绞线张拉,混凝土凿毛等。",10束,,6921.21,0.66,908.06,5397.62,615.53,
QY_2024,QY-479,钢绞线制安及张拉14根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,57605.76,14.37,2425.22,54400.10,780.44,
QY_2024,QY-480,钢绞线制安及张拉8根1束张拉,"钢绞线张拉,混凝土凿毛等。",10束,,7307.92,0.67,884.49,5799.78,623.65,
QY_2024,QY-481,梁体预埋钢件普通螺栓,预埋件除锈、加工、外露部分涂油。,t,,7711.75,0,1412.88,6021.35,277.52,
QY_2024,QY-482,梁体预埋钢件普通钢件,预埋件除锈、加工、外露部分涂油。,t,,8016.30,1.02,1412.88,6328.36,275.06,
QY_2024,QY-483,"安拆、调试 铁路架桥机,170t",安装、调试、拆除。,一次,,25864.24,2.40,5666.45,5982.79,14215.00,
QY_2024,QY-484,"安拆、调试 公铁两用架桥机,160t",安装、调试、拆除。,一次,,40978.55,2.70,10916.40,7836.32,22225.83,
QY_2024,QY-485,170t架桥机架设 跨度(m)≤24,"喂梁、架梁、移位、梁体横移,调整,过孔。",单线孔,,11658.09,0,1578.03,28.98,10051.08,
QY_2024,QY-486,"170t架桥机架设 跨度(m),32","喂梁、架梁、移位、梁体横移,调整,过孔。",单线孔,,14451.83,0,1860.57,34.66,12556.60,
QY_2024,QY-487,160t公铁两用架桥机架设T梁,"运梁车就位,喂梁、移梁、落梁、调整就位,过孔。",单线孔,,10885.63,0,1336.74,90.94,9455.95,
QY_2024,QY-488,T梁运输装车,两场内起吊、装车、加固。,单线孔,,2545.42,0,1385.14,47.15,1113.13,
QY_2024,QY-489,T梁运输每运1km,运输、回空。,单线孔,,248.02,0,70.41,0,177.61,
QY_2024,QY-490,跨墩龙门吊机架设混凝土T形梁跨度(m)12,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,移动吊机,现场清理。",单线孔,,2905.63,0.02,1574.00,117.15,1214.48,
QY_2024,QY-491,跨墩龙门吊机架设混凝土T形梁跨度(m)16,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,移动吊机,现场清理。",单线孔,,3057.73,0.03,1574.00,157.27,1326.46,
QY_2024,QY-492,跨墩龙门吊机架设混凝土T形梁跨度(m)20,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,移动吊机,现场清理。",单线孔,,4590.34,0.04,1782.25,209.39,2598.70,
QY_2024,QY-493,跨墩龙门吊机架设混凝土T形梁跨度(m)24,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,移动吊机,现场清理。",单线孔,,5346.89,0.04,2061.22,251.28,3034.39,
QY_2024,QY-494,跨墩龙门吊机架设混凝土T形梁跨度(m)32公路,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,含梁体联结,移动吊机,现场清理。",片,,4660.23,5.57,1282.05,1663.63,1714.55,
QY_2024,QY-495,跨墩龙门吊机架设混凝土T形梁跨度(m)32铁路,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,移动吊机,现场清理。",单线孔,,6040.48,0.04,2333.62,251.25,3455.61,
QY_2024,QY-496,跨墩龙门吊机架设混凝土T形梁跨度(m)40公路,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,含梁体联结,移动吊机,现场清理。",片,,5348.46,6.70,1602.79,2016.54,1729.13,
QY_2024,QY-497,跨墩龙门吊机架设混凝土T形梁跨度(m)40铁路,"起吊准备,构件起吊,纵、横移动就位,校正调整落梁,移动吊机,现场清理。",单线孔,,7851.15,0.04,3365.80,264.13,4221.22,
QY_2024,QY-498,桥头线路加固,"桥头穿枕木,机车压道。",一座桥,,2828.46,0.37,1123.03,1254.48,450.95,
QY_2024,QY-499,梁间防水铁盖板制安,制作、安装。,t,,6271.42,1.07,1537.90,4175.12,558.40,
QY_2024,QY-500,梁间横隔板 钢料制安,"钢板划线、下料、钻孔,钢筋制作、焊接,运输、吊装上桥,焊接安装。",t,,6125.58,1.07,1468.23,4019.61,637.74,
QY_2024,QY-501,梁间横隔板 混凝土,模板制安拆及挂梯安拆、混凝土浇筑、振捣、养护。,10m3,HT-0(10.200);,3805.71,0.17,2776.84,761.18,267.69,
QY_2024,QY-502,梁间横隔板 钢筋制安 t,制作、绑扎、定位、校正。,t,,6012.24,1.08,1735.26,4059.71,217.27,
QY_2024,QY-503,现浇翼缘板及T形梁架设后横向联结湿接缝混凝土,"模板制安拆及吊篮安拆,混凝土浇筑、振捣、养护等。",10m3,HT-0(10.240);,3095.95,0.08,2381.66,560.56,153.73,
QY_2024,QY-504,现浇翼缘板及T形梁架设后侧向联结湿接缝钢筋制安,制作、绑扎、焊接、位置调整。,t,,6062.92,1.11,1760.17,4163.74,139.01,
QY_2024,QY-505,安装、调试及拆除 架桥机 600t,安装、调试、拆除。,一次,,278780.13,1.24,84051.81,4194.24,190534.06,
QY_2024,QY-506,安装、调试及拆除 架桥机 900t,安装、调试、拆除。,一次,,373444.03,1.37,122257.07,4582.86,246604.10,
QY_2024,QY-507,安装、调试及拆除 运架一体机 900t,安装、调试、拆除。,一次,,670401.40,1.55,188813.86,11092.32,470495.20,
QY_2024,QY-508,安装、调试及拆除运梁车600t,安装、调试、拆除。,一次,157795.563,157795.56,0.83,44827.53,2829.92,110138.12,
QY_2024,QY-509,安装、调试及拆除运梁车900t,安装、调试、拆除。,一次,218163.516,218163.52,0.90,58470.86,3037.16,156655.48,
QY_2024,QY-510,600t架桥机架设预应力混凝土双线箱梁变跨,"拧开连接前吊梁行车、前支腿、前走行支腿上部横梁和主梁的长螺杆的下部螺帽,由上部取出连接螺杆;起动液压系统液压泵,控制变跨纵移油缸顶伸(...",次,14826.26,14826.26,0.01,4437.97,213.82,10174.47,
QY_2024,QY-511,600t架桥机架设预应力混凝土双线箱梁隧道口首末孔,"架梁准备,安装吊具,支腿安拆,下导梁过孔、抽回,起吊梁体,纵向移梁,落梁、支顶、就位,拆除吊具,纵向移动架桥机,就位调试。",双线孔,46930.66,46930.66,0.02,3561.38,247.62,43121.66,
QY_2024,QY-512,600t架桥机架设预应力混凝土双线箱梁其他孔,"架梁准备,安装吊具,起吊梁体,落梁、支顶、就位,拆除吊具,纵向移动架桥机,就位调试。",双线孔,25137.17,25137.17,0.02,2323.35,225.74,22568.08,
QY_2024,QY-513,900t架桥机架设预应力混凝土双线箱梁变跨,"拧开连接前吊梁行车、前支腿、前走行支腿上部横梁和主梁的长螺杆的下部螺帽。由上部取出连接螺杆;起动液压系统液压泵,控制变跨纵移油缸顶伸(...",次,,15403.62,0.01,4163.90,213.82,11025.90,
QY_2024,QY-514,900t架桥机架设预应力混凝土双线箱梁隧道口首末孔,"架梁准备,安装吊具,支腿安拆,下导梁过孔、抽回,起吊梁体,纵向移梁、落梁、支顶、就位,拆除吊具,纵向移动架桥机,就位调试。",双线孔,,52326.49,0.02,3543.68,247.62,48535.19,
QY_2024,QY-515,900t架桥机架设预应力混凝土双线箱梁其他孔,"架梁准备,安装吊具,起吊梁体,落梁、支顶、就位,拆除吊具,纵向移动架桥机,就位调试。",双线孔,,28825.79,0.02,2301.30,225.74,26298.75,
QY_2024,QY-516,900t运架一体机架设混凝土双线箱梁变跨,"拆除主梁后起重小车纵移范围滑道内的支撑架,纵向油缸和导杆装置将后起重小车前移/后移至待架跨度位置处,恢复主梁内支撑架。",次,,27197.34,0,1341.83,131.03,25724.48,
QY_2024,QY-517,900t运架一体机架设混凝土双线箱梁一般孔,"架梁准备,安装吊具,起吊梁体,落梁、支顶、就位,拆除吊具,纵向移动架桥机,就位调试。",双线孔,,21505.95,0.01,1237.23,67.39,20201.33,
QY_2024,QY-518,900t运架一体机架设混凝土双线箱梁末孔,"架梁准备,安装吊具,支腿安拆,下导梁过孔、抽回,起吊梁体,纵向移梁,落梁、支顶、就位,拆除吊具,纵向移动架桥机,就位调试。",双线孔,61204.11,61204.11,0.01,3678.06,78.13,57447.92,
QY_2024,QY-519,架设箱梁 轮轨式提梁机≤2×450t ≤600t,"搬梁机准备就位,吊梁准备,安装吊具,起吊箱梁,梁体横移,就位落梁,拆除吊具,返回。",双线孔,4731.94,4731.94,0,1344.89,3.83,3383.22,
QY_2024,QY-520,架设箱梁 轮轨式提梁机≤2×450t ≤600t,"搬梁机准备就位,吊梁准备,安装吊具,起吊箱梁,梁体横移,就位落梁,拆除吊具,返回。",双线孔,5676.82,5676.82,0,1613.81,4.51,4058.50,
QY_2024,QY-521,箱梁装车 轮胎式搬梁机≤600t,"搬梁机准备就位,运梁车准备就位、等待接梁,吊梁准备,安装吊具,起吊箱梁（含场内支座安装时间）,梁体横移,运梁车接梁,拆除吊具。",双线孔,7457.45,7457.45,0.03,266.91,237.81,6950.73,
QY_2024,QY-522,箱梁装车 轮轨式搬梁机≤600t,"搬梁机准备就位,运梁车准备就位、等待接梁,吊梁准备,安装吊具,起吊箱梁（含场内支座安装时间）,梁体横移,运梁车接梁,拆除吊具。",双线孔,6492.96,6492.96,0.03,261.03,295.77,5936.16,
QY_2024,QY-523,箱梁装车运输车轮胎式搬梁机≤900t,"搬梁机准备就位;运梁车准备就位、等待接梁;吊梁准备、安装吊具,起吊箱梁(含场内支座安装时间);梁体横移,运梁车接梁;拆除吊具。",双线孔,,13584.32,0.02,268.91,168.11,13147.30,
QY_2024,QY-524,箱梁装车运输车轮轨式搬梁机≤900t,"搬梁机准备就位;运梁车准备就位、等待接梁;吊梁准备、安装吊具,起吊箱梁(含场内支座安装时间);梁体横移,运梁车接梁;拆除吊具。",双线孔,,10952.54,0.02,261.03,163.06,10528.45,
QY_2024,QY-525,箱梁装车运输车轮轨式提梁机≤2×450t,"搬梁机准备就位;运梁车准备就位、等待接梁;吊梁准备、安装吊具,起吊箱梁(含场内支座安装时间);梁体横移,运梁车接梁;拆除吊具。",双线孔,,11973.02,0.02,692.64,163.06,11117.32,
QY_2024,QY-526,箱梁装车运架一体机陆上,"搬梁机准备就位;运梁车准备就位、等待接梁;吊梁准备、安装吊具,起吊箱梁(含场内支座安装时间);梁体横移,运梁车接梁;拆除吊具。",双线孔,,9443.00,0,362.09,11.90,9069.01,
QY_2024,QY-527,箱梁装车运架一体机桥上,"搬梁机准备就位;运梁车准备就位、等待接梁;吊梁准备、安装吊具,起吊箱梁(含场内支座安装时间);梁体横移,运梁车接梁;拆除吊具。",双线孔,,19691.58,0,629.40,11.90,19050.28,
QY_2024,QY-528,箱梁运输1km≤600t,运输、空回。,双线孔,,1262.01,0,27.52,0,1234.49,
QY_2024,QY-529,箱梁运输1km≤900t,运输、空回。,双线孔,,2313.88,0,27.68,0,2286.20,
QY_2024,QY-530,箱梁运输1km 900t运架一体机,运输、空回。,双线孔,,3992.33,0,54.39,0,3937.94,
QY_2024,QY-531,移动支架造桥机安、拆 整顶吊拼,"吊拼装准备,吊拼杆件,安装及调试动力机械设备。拆除杆件及机械设备,分类堆放。",10t次,,13369.70,0.02,6939.78,191.74,6236.18,
QY_2024,QY-532,移动支架造桥机安、拆 路基上拼装,机械安装、调试、拆除。,10t次,,6826.36,0.01,6206.27,230.30,2369.79,
QY_2024,QY-533,箱节预制 混凝土,"模板安拆,混凝土浇筑、振捣,移梁、存梁、养护。",10m3,HT-0(10.100);,4513.35,0.30,1894.31,1484.31,1134.73,
QY_2024,QY-534,箱节预制 钢筋,"钢筋调直、切断、焊接、弯制、绑扎,吊装、定位、校正。",t,,5490.19,1.04,1043.79,4190.23,256.17,
QY_2024,QY-535,梁段运输 装车,吊梁、运梁。,10m3,,361.67,0,90.28,10.66,260.73,
QY_2024,QY-536,梁段运输 增运1km,吊梁、运梁。,10m3,,124.41,0,16.41,0,108.00,
QY_2024,QY-537,箱梁梁段桥下提升,"起重机准备就位,吊梁准备、安装吊具,起吊梁段,梁段横移,就位落梁,拆除吊具。",10m3,,163.26,0,45.06,0,118.20,
QY_2024,QY-538,箱梁梁架设,"梁段里面凿毛,梁段吊入移动支架,轨道小车运输梁段,拼装调整梁段。",10m3,,5676.55,0.02,1430.67,131.41,4114.47,
QY_2024,QY-539,节段箱梁湿接缝混凝土,"模板安拆,混凝土浇筑、振捣、养护。",10m3,,5561.71,0.29,3280.08,1406.76,874.87,
QY_2024,QY-540,节段箱梁湿接缝钢筋,钢筋除锈、调直、切断、弯制、绑扎、焊接、定位、校正。,t,,7105.98,1.03,2586.15,4167.38,352.45,
QY_2024,QY-541,移动支架移位,造桥机纵向移位前准备、安拆附属设施、造桥机自行就位、调整准备架梁。,10m,,6548.55,0.21,3955.34,1404.68,1188.53,
QY_2024,QY-542,0号块混凝土浇筑 陆上,"模板制安拆、内模钢木支架制安拆,0号块与墩顶临时固定,挂篮移位,混凝土浇筑、振捣及养护;泵管安拆、冲洗、码放。",10m3,HT-0(10.200):,5305.05,0.31,2363.74,1657.91,1283.40,
QY_2024,QY-543,0号块混凝土浇筑 水上,"模板制安拆,内模钢木支架制安拆,0号块与墩顶临时固定,挂篮移位,混凝土水上运输,浇筑、振捣及养护,泵管安拆、冲洗、码放。",10m3,HT-0(10.200);,6292.39,0.31,3211.36,1626.98,1454.05,
QY_2024,QY-544,悬浇混凝土 陆上,"模板制安拆,内模钢木支架制安拆,0号块与墩顶临时固定,挂篮移位,混凝土浇筑、振捣及养护,泵管安拆、冲洗、码放。",10m3,HT-0(10.200);,5747.28,0.31,2571.50,1755.83,1419.95,
QY_2024,QY-545,悬浇混凝土 水上,"模板制安拆,内模钢木支架制安拆,0号块与墩顶临时固定,挂篮移位,混凝土水上运输,浇筑、振捣及养护,泵管安拆、冲洗、码放。",10m3,HT-0(10.200);,6733.72,0.31,3400.13,1724.90,1608.69,
QY_2024,QY-546,顶推连续箱 混凝土,"模板安拆,混凝土浇筑、振捣及养护,泵管安拆、冲洗、码放,脚手架搭拆。",10m3,HT-0(10.200);,2935.19,0.14,2011.30,774.93,148.96,
QY_2024,QY-547,拼接顶推,"托架、制动架、导向架、拉杆螺栓、顶座、支座、观测架等制安拆,梁体顶推、就位起梁及观测。",10m3混凝土,,3673.91,0.10,1825.27,1350.70,497.94,
QY_2024,QY-548,球绞骨架、滑道、撑脚、砂箱安装,"测量定位,球绞骨架吊装、粗调、精调,滑道滑架与滑道板分阶段拼装、整体吊装、粗调、精调,撑脚与砂箱吊装、调整,灌砂,砂箱拆除。",t,,6695.64,0.01,1381.26,68.66,5245.72,
QY_2024,QY-549,球绞安装,"吊装下球绞、粗调、精调,装滑片,涂黄油,吊装上球绞。",一个墩,,45351.34,0.09,17517.76,503.95,27329.63,
QY_2024,QY-550,水平转体,"转体准备,安装牵引系统,试转,正式转体。",一个墩,,173556.02,0,47137.90,427.60,125990.51,
QY_2024,QY-551,连续箱梁普通钢筋,制作、绑扎、校正、定位。,t,,5554.21,1.04,1104.46,4001.96,447.79,
QY_2024,QY-552,预应力粗钢筋制安及张拉直径25制安,"钢筋、钢板、钢管、三通管除锈、预拉、制丝、旋圈、钻孔、电焊、安装,粗钢筋张拉、孔道压浆,切割钢筋头。",10t,,91758.87,18.07,10580.99,63920.95,17256.93,
QY_2024,QY-553,预应力粗钢筋制安及张拉直径25张拉,"钢筋、钢板、钢管、三通管除锈、预拉、制丝、旋圈、钻孔、电焊、安装,粗钢筋张拉、孔道压浆,切割钢筋头。",100根,,10930.56,0.02,6071.41,4185.98,673.17,
QY_2024,QY-554,预应力粗钢筋制安及张拉直径32制安,"钢筋、钢板、钢管、三通管除锈、预拉、制丝、旋圈、钻孔、电焊、安装,粗钢筋张拉、孔道压浆,切割钢筋头。",10t,,95694.78,18.55,12613.85,65824.00,17256.93,
QY_2024,QY-555,预应力粗钢筋制安直径32张拉,"钢筋、钢板、钢管、三通管除锈、预拉、制丝、旋圈、钻孔、电焊、安装,粗钢筋张拉、孔道压浆,切割钢筋头。",100根,,11498.32,0.02,6677.63,4147.52,673.17,
QY_2024,QY-556,束长20m以内3根1束制安,钢绞线切割、制束、波纹管穿束、孔道压浆。,10t,,146879.28,19.91,34089.64,107636.11,5153.11,
QY_2024,QY-557,束长20m以内3根1束张拉,钢绞线张拉、混凝土凿毛、封锚。,10束,,2970.68,0.03,1666.68,1206.71,95.29,
QY_2024,QY-558,束长20m以内 4根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,137770.38,19.30,30081.20,102291.00,5398.16,
QY_2024,QY-559,束长20m以内 4根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,3394.60,0.05,1660.48,1610.06,124.08,
QY_2024,QY-560,束长20m以内 5根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,127312.47,18.28,25781.95,97015.17,4515.35,
QY_2024,QY-561,束长20m以内 5根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,3799.42,0.06,1652.59,2011.98,134.85,
QY_2024,QY-562,束长20m以内 7根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,93879.14,17.26,18047.49,71666.84,4162.81,
QY_2024,QY-563,束长20m以内 7根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,4616.56,0.07,1637.30,2815.65,163.61,
QY_2024,QY-564,束长20m以内 12根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,86667.41,16.98,12091.80,70813.07,3762.54,
QY_2024,QY-565,束长20m以内 12根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,6642.55,0.13,1597.87,4826.83,217.85,
QY_2024,QY-566,束长20m以内 14根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,83900.78,16.44,10682.73,69013.73,4004.32,
QY_2024,QY-567,束长20m以内 14根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,7509.00,0.15,1501.64,5632.19,375.17,
QY_2024,QY-568,束长20m以内 15根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,82094.82,15.97,9794.36,67871.70,4428.76,
QY_2024,QY-569,束长20m以内 15根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,7849.02,0.19,1366.71,6043.11,437.20,
QY_2024,QY-570,束长20m以内 19根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,78902.01,15.35,9541.38,64657.54,4703.09,
QY_2024,QY-571,束长20m以内 19根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,9258.49,0.25,1261.85,7658.02,338.62,
QY_2024,QY-572,束长20m以内 22根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,76001.56,16.54,7790.14,63927.97,4283.45,
QY_2024,QY-573,束长20m以内 22根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,10471.62,0.29,1243.35,8867.18,361.09,
QY_2024,QY-574,束长20m以内 31根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,72856.03,14.22,9104.61,60040.77,3710.65,
QY_2024,QY-575,束长20m以内 31根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,14107.40,0.40,1224.68,12494.66,388.06,
QY_2024,QY-576,束长40m以内 7根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,87326.17,17.44,12503.63,70233.65,4588.90,
QY_2024,QY-577,束长40m以内 7根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,4787.65,0.11,1261.85,2827.59,698.21,
QY_2024,QY-578,束长40m以内12根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,78212.44,16.96,8579.66,65404.55,4228.23,
QY_2024,QY-579,束长40m以内12根1束张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,6430.56,0.15,1180.74,4834.49,415.33,
QY_2024,QY-580,束长40m以内15根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,75896.79,15.76,7721.74,63374.34,4800.71,
QY_2024,QY-581,束长40m以内15根1束张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,7601.99,0.19,1156.44,6043.11,402.44,
QY_2024,QY-582,束长40m以内19根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,72125.14,15.11,6910.66,60371.50,4842.98,
QY_2024,QY-583,束长40m以内19根1束张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,9064.03,0.25,1149.20,7658.02,256.81,
QY_2024,QY-584,束长(m) 40以内22根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,69126.29,16.12,5526.59,59269.41,4328.29,
QY_2024,QY-585,束长(m) 40以内28根1束张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,10689.14,0.23,1519.02,8849.18,320.94,
QY_2024,QY-586,束长(m) 40以内31根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,65228.75,14.83,4422.84,56798.17,4007.74,
QY_2024,QY-587,束长(m) 40以内31根1束张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,14080.01,0.33,1456.09,12469.30,154.62,
QY_2024,QY-588,束长(m) 80以内12根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,72857.07,16.33,8138.87,60460.71,4257.49,
QY_2024,QY-589,束长(m) 80以内12根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,6673.89,0.18,1415.70,4845.56,412.63,
QY_2024,QY-590,束长(m) 80以内15根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,71308.20,15.44,6511.07,59999.01,4798.12,
QY_2024,QY-591,束长(m) 80以内15根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,8562.40,0.19,1372.41,6643.11,546.88,
QY_2024,QY-592,束长(m) 80以内19根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,69234.16,15.09,5848.36,59040.34,4345.46,
QY_2024,QY-593,束长(m) 80以内19根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,9358.02,0.25,1314.64,7658.02,385.36,
QY_2024,QY-594,束长(m) 80以内22根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,68537.36,16.12,5667.31,58776.72,4093.33,
QY_2024,QY-595,束长(m) 80以内22根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,10507.70,0.29,1275.05,8867.06,365.59,
QY_2024,QY-596,束长(m) 80以内31根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,64139.52,14.81,4691.27,56132.70,3315.55,
QY_2024,QY-597,束长(m) 80以内31根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,13943.62,0.33,1212.12,12469.30,262.20,
QY_2024,QY-598,束长(m) 120以内 15根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,67592.48,15.18,6174.56,57612.08,3805.84,
QY_2024,QY-599,束长(m) 120以内 15根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,7672.16,0.19,1191.85,6043.11,437.20,
QY_2024,QY-600,束长(m) 120以内 19根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,67045.35,15.54,5781.25,57352.08,3912.02,
QY_2024,QY-601,束长(m) 120以内 19根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,9268.61,0.25,1167.39,7658.02,443.20,
QY_2024,QY-602,束长(m) 120以内 22根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,67064.94,16.00,5486.43,57504.85,4073.66,
QY_2024,QY-603,束长(m) 120以内 22根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,10137.92,0.29,1149.20,8867.06,121.66,
QY_2024,QY-604,束长(m) 120以内 31根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,64157.51,14.76,4494.45,55514.42,4148.64,
QY_2024,QY-605,束长(m) 120以内 31根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,13728.27,0.33,1094.16,12469.30,164.81,
QY_2024,QY-606,束长(m) 160以内 31根1束 制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,62785.90,14.51,4994.14,54330.69,3461.07,
QY_2024,QY-607,束长(m) 160以内 31根1束 张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,13643.08,0.33,1066.80,12469.30,106.98,
QY_2024,QY-608,束长(m) 200以内 31根1束制安,"钢绞线切割、制束,波纹管穿束,孔道压浆。",10t,,63618.87,14.64,5572.84,54706.29,3339.74,
QY_2024,QY-609,束长(m) 200以内 31根1束张拉,"钢绞线张拉,混凝土凿毛,封锚。",10束,,13612.84,0.33,1038.96,12469.30,104.58,
QY_2024,QY-610,顶推钢导梁制作,"调直整平、划线下料、钻孔(电焊)磨光顶紧,除锈、油漆。",t,,3130.63,0.35,1276.34,1393.47,460.82,
QY_2024,QY-611,顶推钢导梁安拆,"杆件安拆,脚手架搭拆。",t,,1172.75,0.02,935.97,138.67,98.11,
QY_2024,QY-612,悬浇箱梁挂篮安拆,"杆件安拆,脚手架搭拆。",t·次,,4173.53,0.36,1034.46,2597.96,541.11,
QY_2024,QY-613,上承钢板梁跨度(m) 24,架梁就位。,单线孔,,5365.51,0.27,1179.13,607.43,3578.95,
QY_2024,QY-614,上承钢板梁跨度(m) 28~32,架梁就位。,单线孔,,8641.13,0.28,1917.48,648.31,6075.34,
QY_2024,QY-615,下承钢板梁跨度(m) 32,架梁就位。,单线孔,,10151.35,0.30,2271.04,694.42,7185.89,
QY_2024,QY-616,岸上栓焊钢桁梁,"选配及运输杆件,组拼钢梁,搭拆脚手架,调整拱度,紧固高强度螺栓。",10t,,9264.52,0.30,4585.22,2936.38,1742.92,
QY_2024,QY-617,导梁,拼装及拆除导梁、用螺栓连接杆件、拧紧螺栓、搭拆扒杆。,10t,,14026.59,2.60,9178.48,3922.33,925.78,
QY_2024,QY-618,连接及加固杆件,拼装及拆除导梁、用螺栓连接杆件、拧紧螺栓；搭拆扒杆。,10t,,19121.83,0.68,14575.59,4083.72,462.52,
QY_2024,QY-619,下滑道下弦下滑道,铺钉垫木、钢轨、弯锚钢轨，用螺栓将上滑道稳固在下弦杆纵梁或端横梁上。,10m,,793.65,0.18,335.38,458.27,0,
QY_2024,QY-620,下滑道纵梁下滑道,铺钉垫木、钢轨、弯锚钢轨，用螺栓将上滑道稳固在下弦杆纵梁或端横梁上。,10m,,836.97,0.16,397.66,439.31,0,
QY_2024,QY-621,上滑道下弦上滑道,铺钉垫木、钢轨、弯锚钢轨，用螺栓将上滑道稳固在下弦杆纵梁或端横梁上。,10m,,6155.34,1.64,2361.00,3794.34,0,
QY_2024,QY-622,上滑道纵梁上滑道,铺钉垫木、钢轨、弯锚钢轨，用螺栓将上滑道稳固在下弦杆纵梁或端横梁上。,10m,,2914.45,0.25,2319.48,594.97,0,
QY_2024,QY-623,钢梁纵移,"埋设地笼,上下滑道间安设滚轴,绑扎滑车组,穿钢丝绳,用卷扬机牵引顺滑道纵移。",1000tm,,403.65,0.01,301.26,29.73,72.66,
QY_2024,QY-624,钢梁横移,"顶起钢梁,在滑道间安设滚轴,安设千斤顶,将梁横向顺滑道移动。",1000tm,,1901.41,0.01,1863.25,38.16,0,
QY_2024,QY-625,钢梁就位,"顶起钢梁,落梁就位,校正钢梁中线位置。",孔,,10543.55,0,10542.52,1.03,0,
QY_2024,QY-626,钢桁梁悬臂拼栓 跨度(m) 64～80,杆件预拼、高强度螺栓施拧、定落梁、钢梁就位、调整、高强度螺栓检验、电板校正。,10t,,13342.01,0.26,6916.13,3780.50,2645.38,
QY_2024,QY-627,钢桁梁悬臂拼栓 跨度(m) 80以上,杆件预拼、高强度螺栓施拧、定落梁、钢梁就位、调整、高强度螺栓检验、电板校正。,10t,,15558.21,0.32,6585.74,4480.79,4491.68,
QY_2024,QY-628,整体节点钢梁悬臂架设,杆件预拼、高强度螺栓施拧、定落梁、钢梁就位、调整、高强度螺栓检验、电板校正。,10t,,9899.62,0.26,3539.01,3189.27,3171.34,
QY_2024,QY-629,平衡梁安拆,脚手架搭拆、杆件拼装、拆除。,10t,,6095.91,0.12,4677.11,665.03,753.77,
QY_2024,QY-630,浮箱压重安拆,拼装浮箱、起重机起吊安装、注水、放水、拆除。,100t一次,,6098.96,0.35,2150.99,1376.73,2571.24,
QY_2024,QY-631,钢桁梁拼装脚手架制安拆,调直、整平、划线、下料、钻孔、组拼、拆除。,10t,,24892.68,0.97,15227.36,5342.02,4323.30,
QY_2024,QY-632,钢桁梁下挖运料道（包括轨道间走行板）,铺拆钢轨及配件、枕木、走行板、栏杆、分配梁等制安拆。,100m,,10401.98,1.23,6760.51,3507.67,133.80,
QY_2024,QY-633,钢桁梁下弦人行道及栏杆,铺拆钢轨及配件、枕木、走行板、栏杆、分配梁等制安拆。,100m,,9849.18,1.04,7084.62,2666.47,98.09,
QY_2024,QY-634,钢桁梁上弦起重机走道分配梁,铺拆钢轨及配件、枕木、走行板、栏杆、分配梁等制安拆。,100m,,137107.39,15.26,44172.71,64423.18,28511.50,
QY_2024,QY-635,钢桁梁上弦吊索架走道,铺拆钢轨及配件、枕木、走行板、栏杆、分配梁等制安拆。,100m,,36897.29,7.33,14674.08,22069.67,153.54,
QY_2024,QY-636,吊索塔架制安拆,塔架及上下锚箱制安拆、吊索安拆。,10t/件,,36818.65,1.68,19215.58,9691.19,7911.86,
QY_2024,QY-637,吊索塔架卸载,千斤顶起落、张拉、卸载。,1孔,,50979.21,0,23789.14,150.83,27039.24,
QY_2024,QY-638,吊索塔架走行,准备、检查、整理钢丝束、卷扬机牵引走行。,1孔,,92625.71,0.04,18074.50,1587.78,72963.43,
QY_2024,QY-639,安全网安拆,墩顶装拆钢支架、安拆钢丝绳及安全网。,100m,,45757.46,1.08,6008.82,38737.52,1011.12,
QY_2024,QY-640,吊装法拼装钢梁,"吊装钢梁、焊接、安装螺栓、隔板、支撑等连接件,支座安装。",10t,,3342.19,0.21,1415.70,1208.78,714.71,
QY_2024,QY-641,路基上拼装钢梁,钢梁调整对位、焊接、横隔板焊接、焊缝打磨、鹰架而连梁。,10t,,2509.21,0.09,866.13,877.63,765.45,
QY_2024,QY-642,桥面板混凝土浇筑,脚手及托架安拆、模板安拆、混凝土泵送、浇灌、振捣、顶面找坡抹平、养护等。,10m³,HT-0(10.200):,3070.13,0.08,1466.65,1123.53,477.95,
QY_2024,QY-643,桥面板钢筋,"钢筋绑扎,吊装、定位、校正。",t,,5124.68,1.04,1251.23,3710.35,163.10,
QY_2024,QY-644,拖拉法 滑道及动力安装,"滑道钢轨调直、打磨、吊装、拼接、定位、滑草焊接、打磨、安装,滑块加工、安装,卷扬拖拉基础浇筑,拖拉动力系统安装。",10双延米,,4066.08,1.53,2976.24,345.34,744.50,
QY_2024,QY-645,拖拉法 拖拉钢梁,拖拉设备调试、滑道清理、卷扬机拖拉钢梁、千斤顶落梁、支座调整就位等。,1000×10...,,4773.37,0.24,2369.53,790.31,1613.53,
QY_2024,QY-646,钢管拱架设(悬臂扣挂法),"吊装前的准备工作,起吊,对位,焊接,抛锚,起锚,扣索制安拆、调整,体系转换。",t,,6385.11,0.06,3895.47,696.26,1793.38,
QY_2024,QY-647,钢管拱内混凝土,"拱内清洗,支架安拆,混凝土浇筑及养护。",10m3,HT-0(10.200):,3615.05,0.84,805.29,2702.29,107.47,
QY_2024,QY-648,系杆安装,"安装锚具,张拉,封锚头。",t,,25283.10,1.04,4802.96,17746.58,2733.56,
QY_2024,QY-649,钢管拱桥面拼装,吊装前准备、起吊、对位、焊接、合拢段安装及精调。,1t,,2284.45,0,297.24,237.83,1749.38,
QY_2024,QY-650,钢管拱竖向转体,转体前准备、试转、正式转体。,10t,,586.95,0,228.52,0,358.43,
QY_2024,QY-651,钢管拱外包混凝土,"支架、平台及模板安拆;混凝土浇筑、振捣、养护,凿毛;拱上材料倒运。",10m³,HT-0(10.200);,27439.02,2.16,9696.19,12967.31,4775.52,
QY_2024,QY-652,钢管拱外包钢筋,调直、切断、焊接、弯制、绑扎;拱上材料倒运。,t,,7568.84,1.03,3269.78,3717.95,581.11,
QY_2024,QY-653,钢箱拱架设水上吊装,"吊装前的准备工作,起吊,对位,焊接,抛锚、起锚,扣索制安拆、调整。",t,,4284.56,0.04,1035.42,630.91,2618.23,
QY_2024,QY-654,爬升吊机架设钢桁拱梁(陆上),"杆件预拼、高强度螺栓施拧、顶落梁、钢梁就位、调整、高强度螺栓检验、电板校正,场内运输,扣索制安拆、调整。",10t,,18169.66,0.51,5483.53,5302.20,7383.93,
QY_2024,QY-655,爬升吊机架设钢桁拱梁(水上),"杆件预拼、高强度螺栓施拧、顶落梁、钢梁就位、调整、高强度螺栓检验、电板校正,场内运输,扣索制安拆、调整。",10t,,23060.61,0.51,5483.53,5302.20,12274.20,
QY_2024,QY-656,钢拱扣索塔架制安拆,塔架制安拆。,10t·杆件,,48872.37,3.53,17699.24,15206.34,15966.79,
QY_2024,QY-657,钢桁梁悬臂架设 陆上,"杆件预拼、高强度螺栓施拧:顶落梁、钢梁就位、调整,高栓检验,电板校正。",10t,,15516.75,0.29,4614.51,4009.61,6892.63,
QY_2024,QY-658,钢桁梁悬臂架设水上,杆件预拼、高强度螺栓施拧;顶落梁、钢梁就位、调整;高栓检验、电板校正。,10t,18022.21,18022.21,0.29,4614.51,4009.61,9398.09,
QY_2024,QY-659,斜拉索挂索,挂索;塔顶膺架、脚手架、塔内平台、索盘支架、入索装置、梁端锚箱平台等临时设施制安拆。,10t,26542.42,26542.42,0.41,5957.79,3502.62,17082.01,
QY_2024,QY-660,斜拉索张拉,斜拉索张拉:梁架设过程中将索力张拉至设计索力。,根·次,2112.84,2112.84,0,1650.34,0,462.50,
QY_2024,QY-661,斜拉索调索,合龙后调整索力。,根·次,438.82,438.82,0,333.77,0,105.05,
QY_2024,QY-662,钢桥梁油漆面漆一度,脚手架搭拆、清理、涂漆。,10t构件,1098.34,1098.34,0,887.53,144.04,66.77,
QY_2024,QY-663,钢桁梁油漆面漆一度,"脚手架搭拆,清理,涂漆。",10t构件,,1269.47,0.07,825.73,358.69,85.05,
QY_2024,QY-664,弧形支座,支座安装、校正中线、防护罩制安。,单线孔,,3588.59,0.23,327.75,1037.10,2223.74,
QY_2024,QY-665,平板支座,支座安装、校正中线、防护罩制安。,单线孔,,1091.54,0.20,327.75,763.79,0,
QY_2024,QY-666,摇轴(圆柱面钢)支座 lp=20m,支座安装、校正中线、防护罩制安。,单线孔,,979.97,0.11,473.50,469.56,36.91,
QY_2024,QY-667,摇轴(圆柱面钢)支座 lp=24m,支座安装、校正中线、防护罩制安。,单线孔,,1089.02,0.11,582.55,469.56,36.91,
QY_2024,QY-668,摇轴（圆柱面钢）支座1p=32m,支座安装、校正中线、防护罩制安。,单线孔,,1234.77,0.11,728.30,469.56,36.91,
QY_2024,QY-669,板式橡胶支座钢筋混凝土梁跨度（m）8,支座安装、找正就位。,单线孔,,286.84,0.01,259.72,27.12,0,
QY_2024,QY-670,板式橡胶支座钢筋混凝土梁跨度（m）10,支座安装、找正就位。,单线孔,,365.10,0.01,328.49,36.61,0,
QY_2024,QY-671,板式橡胶支座钢筋混凝土梁跨度（m）12,支座安装、找正就位。,单线孔,,625.93,0.01,580.16,45.77,0,
QY_2024,QY-672,板式橡胶支座钢筋混凝土梁跨度（m）16,支座安装、找正就位。,单线孔,,647.28,0.02,580.16,67.12,0,
QY_2024,QY-673,板式橡胶支座 钢筋混凝土梁 跨度（m） 20,支座安装、找正就位。,单线孔,,1087.78,0.03,1001.00,86.78,0,
QY_2024,QY-674,盆式橡胶支座 承载力≤3000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,1258.78,0.06,536.15,525.91,196.72,
QY_2024,QY-675,盆式橡胶支座 承载力≤4000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,1469.80,0.08,597.17,670.80,201.79,
QY_2024,QY-676,盆式橡胶支座 承载力≤5000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,2023.13,0.10,936.10,815.24,271.79,
QY_2024,QY-677,盆式橡胶支座 承载力≤7000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,2855.88,0.14,1442.42,1034.86,378.60,
QY_2024,QY-678,盆式橡胶支座 承载力≤10000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,4504.26,0.22,2206.52,1836.83,460.91,
QY_2024,QY-679,盆式橡胶支座 承载力≤15000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,6737.46,0.29,3622.24,2698.43,416.79,
QY_2024,QY-680,盆式橡胶支座 承载力≤20000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,9543.26,0.37,5275.60,3829.40,438.26,
QY_2024,QY-681,盆式橡胶支座 承载力≤30000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,14086.11,0.49,6857.51,6689.00,539.60,
QY_2024,QY-682,盆式橡胶支座 承载力≤40000kN,"找平,就位,模板安拆,灌浆料拌制、浇筑及养护,支座及防护罩安装。",个,,20234.97,0.64,8480.44,10906.02,848.51,
QY_2024,QY-683,预制简支梁支座安装,"在梁场内将支座安装于梁底,架梁时安装支座,精度测定,找平、就位,立模、灌浆、养护、拆模;支座解锁,安装防护罩。",个,,1140.34,0.01,546.00,402.44,191.90,
QY_2024,QY-684,钢桁梁临时支座安拆,运料、顶落钢梁、铺折扣轨束、钢垫块等。,10t,,7616.53,0.10,6270.63,1344.33,1.57,
QY_2024,QY-685,钢桁梁支座安装,起顶钢梁、支座安装、落梁就位、校正中线、防护罩制安。,10t,,10800.14,0.62,9557.96,958.51,283.67,
QY_2024,QY-686,球形钢支座 承载力 25000kN,"起顶的梁,找平、就位,支座安装,模板安拆,灌浆料拌制、浇筑及养护,防护罩制安。",个,,9235.41,0.18,4781.52,2931.52,1522.37,
QY_2024,QY-687,球形钢支座 承载力 35000kN,"起顶的梁,找平、就位,支座安装,模板安拆,灌浆料拌制、浇筑及养护,防护罩制安。",个,,9846.18,0.18,5033.18,3426.54,1386.46,
QY_2024,QY-688,球形钢支座 承载力 40000kN,起顶钢梁.找平.就位.支座安装.模板安装.灌浆料拌制、浇筑及养护.防护罩制安。,个,,11246.34,0.19,5298.28,4495.99,1452.07,
QY_2024,QY-689,球形钢支座 承载力 60000kN,起顶钢梁.找平.就位.支座安装.模板安装.灌浆料拌制、浇筑及养护.防护罩制安。,个,,13141.44,0.19,5563.22,6053.62,1524.60,
QY_2024,QY-690,球形钢支座 承载力 100000kN,起顶钢梁.找平.就位.支座安装.模板安装.灌浆料拌制、浇筑及养护.防护罩制安。,个,,15780.40,0.19,5841.29,8334.20,1604.90,
QY_2024,QY-691,小构件预制 混凝土,模板安装、调整、刷脱模剂、拆除、清理堆放:混凝土浇筑、振捣、养护.场内集中堆放。,10m3,HT-0(10.200):,3999.95,0.06,3454.85,468.99,76.11,
QY_2024,QY-692,小构件预制 钢筋,调直、除锈、配料、制弯、绑扎、定位、校正。,t,,4566.36,1.04,815.43,3682.00,68.93,
QY_2024,QY-693,小型构件安装,"吊装、安置,调整预制件,点焊连接筋,水泥砂浆拌制,垫层找平及填缝。",10m3,,2990.46,0.90,2037.70,107.53,845.23,
QY_2024,QY-694,小型构件运输装卸,装车、支垫、卸车、堆码。,10m3,,642.97,0,184.59,8.14,450.24,
QY_2024,QY-695,小型构件运输每运1km,运输、空回。,10m3,,21.16,0,0,0,21.16,
QY_2024,QY-696,钢制桥上栏杆(电缆槽托架)制作,金属构件制作、油漆。,t,,7828.28,1.05,2436.48,5199.08,192.72,
QY_2024,QY-697,钢制桥上栏杆(电缆槽托架)安装,金属构件安装。,t,,2486.59,0,1779.56,410.20,296.83,
QY_2024,QY-698,钢筋混凝土栏杆预制 混凝土,"模板安拆,混凝土拌制、浇筑、养护,场内堆放。",10m3,HT-0(10.200);,3100.97,0.04,2586.15,347.06,167.76,
QY_2024,QY-699,钢筋混凝土栏杆预制 钢筋,调直、切断、焊接、弯制、绑扎。,t,,4623.97,1.04,918.91,3636.03,69.03,
QY_2024,QY-700,钢筋混凝土栏杆安装,吊装、定位、固定。,100单侧米,,13025.57,0,11796.17,232.51,996.89,
QY_2024,QY-701,钢梁桥面防护网 制作,防护网制作、油漆。,100m2,,29064.35,2.76,9624.58,18109.90,1329.87,
QY_2024,QY-702,钢梁桥面防护网 安装,防护网安装。,100m2,,5333.63,0,1666.27,3383.40,283.96,
QY_2024,QY-703,钢梁电缆槽道安装,钢电缆槽道制作、油漆。,100延米桥长,,55005.74,6.17,16981.82,34841.73,3182.19,
QY_2024,QY-704,钢梁电缆槽道制作,电缆槽道安装。,100延米桥长,,4946.89,0,3729.23,608.40,609.26,
QY_2024,QY-705,钢梁明桥面风水管路制作,钢支架制作。,100延米桥长,,12217.75,1.25,2477.36,6706.43,3033.96,
QY_2024,QY-706,钢梁明桥面风水管路安装,管路安装、油漆、焊接法兰盘。,100延米桥长,,13062.63,0.02,5180.98,7729.82,151.83,
QY_2024,QY-707,梁端伸缩缝制安 T型 160km/h,"连接钢筋焊接,清扫、冲洗,修补梁端,锚固钢筋与预埋钢板焊接,安装伸缩缝,钢盖板制安,整理。",10横延米,,3926.97,0.67,986.91,2635.35,302.71,
QY_2024,QY-708,梁端伸缩缝制安T梁200km/h,"连接钢筋焊接;清扫、冲洗、修补梁端,锚固钢筋与预埋钢板焊接,安装伸缩缝,钢盖板制安,整理。",10横延米,,5124.25,1.72,1179.62,3484.90,459.73,
QY_2024,QY-709,耐候钢梁端伸缩缝安装箱梁无砟轨道,"连接钢筋焊接;清扫、冲洗、修补梁端,安装耐候钢伸缩缝;整理。",10横延米,,7599.54,0.13,1170.77,6405.83,22.94,
QY_2024,QY-710,耐候钢梁端伸缩缝安装箱梁有砟轨道,连接钢筋焊接;清扫、冲洗、修补梁端;安装耐候钢伸缩缝;整理。,10横延米,,12471.33,0.49,1286.64,11161.75,22.94,
QY_2024,QY-711,聚氨酯弹性体伸缩缝制安梁缝宽100mm,"基层处理;测水份,底座安装、端封、刷底涂料,浇筑弹性体,刷面涂料,清理。",m,,1179.76,0,402.33,740.58,36.85,
QY_2024,QY-712,聚氨酯弹性体伸缩缝制安每增减10mm,"基层处理;测水份,底座安装、端封、刷底涂料,浇筑弹性体,刷面涂料,清理。",m,,109.90,0,32.19,74.05,3.66,
QY_2024,QY-713,铝合金可更换伸缩缝制安TSSF-100有砟轨道,"连接钢筋焊接,清扫、冲洗、修补梁端,安装伸缩缝,清理。",m,,1145.18,0.04,225.95,907.79,11.44,
QY_2024,QY-714,铝合金可更换伸缩缝制安TSSF-100无砟轨道,"连接钢筋焊接,清扫、冲洗、修补梁端,安装伸缩缝,清理。",m,,801.71,0.01,205.51,585.79,10.41,
QY_2024,QY-715,挡砟(防撞)墙及竖墙混凝土,模板安装、调整、刷脱模剂、拆除、清理堆放;混凝土浇筑、振捣、养护。,10m³,HT-0(10.200);,3643.33,0.18,2769.12,721.89,152.32,
QY_2024,QY-716,挡砟(防撞)墙及竖墙钢筋,调直、除锈、配料、制弯、绑扎、定位、校正。,t,,4838.68,1.03,937.74,3690.16,210.78,
QY_2024,QY-717,公路桥面结合板场内预拌混凝土,"模板制安拆,混凝土浇筑、振捣及养护,凿毛。",10m³,HT-0(10.200);,4660.10,0.36,2689.62,1508.80,461.68,
QY_2024,QY-718,公路桥面结合板安装,"预拼,吊装、安装,垫水泥砂浆,橡胶条铺垫。",10m3,,3551.18,0.09,2444.85,337.51,768.82,
QY_2024,QY-719,公路桥面结合板湿接缝混凝土,"模板制安拆,混凝土浇筑、抹平、养护。",10m3,HT-0(10.200):,5419.34,0.51,4112.57,1067.51,239.26,
QY_2024,QY-720,围栏制作,钢结构制作、油漆。,t,,6475.31,1.04,1368.71,4967.70,138.90,
QY_2024,QY-721,围栏安装,钢结构安装。,t,,976.58,0.01,541.85,43.10,391.63,
QY_2024,QY-722,吊篮支架、栏杆、检查梯制作,钢结构制作、油漆。,t,,6678.65,0.99,1850.86,4727.61,100.18,
QY_2024,QY-723,吊篮支架、栏杆、检查梯安装,钢结构安装。,t,,1990.87,0,1238.20,450.82,301.85,
QY_2024,QY-724,混凝土梁活动检查梯制作,钢结构制作、油漆。,t,,7279.19,1.11,2016.13,5255.02,8.04,
QY_2024,QY-725,混凝土梁活动检查梯安装,钢结构安装。,t,,1202.78,0,546.84,654.25,1.69,
QY_2024,QY-726,钢筋混凝土拱桥检查设施制作,钢结构制作、油漆。,t,,5321.88,1.02,937.42,4335.60,48.86,
QY_2024,QY-727,钢筋混凝土拱桥检查设施安装铁箍,钢结构安装。,t,,363.76,0.01,340.53,23.23,0,
QY_2024,QY-728,钢筋混凝土拱桥检查设施安装护栅,钢结构安装。,t,,3126.05,0.01,2403.81,139.61,582.63,
QY_2024,QY-729,预应力混凝土梁检查车轨道制作,钢结构制作、油漆。,100m,,35675.29,4.71,11041.09,24607.88,26.32,
QY_2024,QY-730,预应力混凝土梁检查车轨道安装,钢结构安装。,100m,,5881.74,0,2448.87,1033.85,2399.02,
QY_2024,QY-731,钢筋混凝土电缆槽宽度(m)1.0,"就地浇筑槽道墙,钢筋混凝土电缆槽盖板制安。",10m,HT-0(2.900);,1742.84,0.19,946.91,756.87,39.06,
QY_2024,QY-732,钢筋混凝土电缆槽宽度(m)1.5,"就地浇筑槽道墙,钢筋混凝土电缆槽盖板制安。",10m,HT-0(3.540);,2547.55,0.28,1371.61,1114.34,61.60,
QY_2024,QY-733,钢筋混凝土电缆槽宽度(m) 2.0,"就地浇捣槽道墙,钢筋混凝土电缆槽盖板制安。",10m,HT-0(4.900);,2882.80,0.31,1563.92,1251.47,67.41,
QY_2024,QY-734,玻璃钢电缆槽(宽+高) ≤200,组对、螺栓固定、弯头、三通或四通、盖板、隔板、附件安装。,10m,,765.34,0,148.86,616.48,0,
QY_2024,QY-735,玻璃钢电缆槽(宽+高) ≤400,组对、螺栓固定、弯头、三通或四通、盖板、隔板、附件安装。,10m,,1535.37,0,232.06,1303.31,0,
QY_2024,QY-736,玻璃钢电缆槽(宽+高) ≤600,组对、螺栓固定、弯头、三通或四通、盖板、隔板、附件安装。,10m,,2965.06,0,357.59,2607.47,0,
QY_2024,QY-737,玻璃钢电缆槽(宽+高) ≤800,组对、螺栓固定、弯头、三通或四通、盖板、隔板、附件安装。,10m,,3886.40,0,600.11,3286.29,0,
QY_2024,QY-738,玻璃钢电缆槽(宽*高)≤1000,"组对,螺栓固定,弯头、三通或四通、盖板、隔板、附件安装。",10m,,5237.65,0,667.54,4570.11,0,
QY_2024,QY-739,T梁防震落梁挡块制安制作,"钢筋制作,绑扎,安装,定位;旧钢轨截断,绑扎,定位,校正,涂装等。",t,,3713.59,1.01,753.64,2941.99,17.96,
QY_2024,QY-740,T梁防震落梁挡块制安安装,"钢筋制作,绑扎,安装,定位;旧钢轨截断,绑扎,定位,校正,涂装等。",t,,519.92,0,383.17,15.81,120.94,
QY_2024,QY-741,箱梁防震落梁挡块制作,"钢结构制作,油漆,安装,定位,校正等。",t,,5304.58,1.06,1298.38,3848.70,157.50,
QY_2024,QY-742,箱梁防震落梁挡块安装,"钢结构制作,油漆,安装,定位,校正等。",t,,1185.17,0,548.61,114.42,522.14,
QY_2024,QY-743,排水管道安装 无砟轨道 引下式 中间,箱梁中间排水管路安装及支、连、吊、固。外侧排水口的弯管粘接。梁上泄水管的防水固化封口。管盖安装。防撞墙下泄水篦子安装等。,10延长米,,1497.88,0.02,402.65,1095.23,0,
QY_2024,QY-744,排水管道安装 无砟轨道 引下式 双侧、三列,箱梁中间排水管路安装及支、连、吊、固。外侧排水口的弯管粘接。梁上泄水管的防水固化封口。管盖安装。防撞墙下泄水篦子安装等。,10延长米,,3314.71,0.15,832.01,2482.70,0,
QY_2024,QY-745,排水管道安装 无砟轨道 直排式 双侧,箱梁中间排水管路安装及支、连、吊、固。外侧排水口的弯管粘接。梁上泄水管的防水固化封口。管盖安装。防撞墙下泄水篦子安装等。,10延长米,,1150.78,0.03,225.14,925.64,0,
QY_2024,QY-746,排水管道安装 有砟轨道 引下式 双侧,泄水管管口与梁体的防水固化封口等。各种接头与直管的粘接。管身与梁体、墩身的支吊。连接。管卡安装。防撞墙下泄水篦子安装等。,10延长米,,3107.31,0.04,904.75,2202.56,0,
QY_2024,QY-747,排水管道安装 有砟轨道 直排式 双侧,泄水管与梁体固化封口。箱梁两侧泄水管及管座的安装。泄水管下部的弯管粘接。挡砟墙下泄水篦子安装等。,10延长米,,665.03,0.01,117.00,548.03,0,
QY_2024,QY-748,桥梁地段综合接地增加简支箱梁,梁部接地钢筋与接地端子的焊接。,孔,,92.65,0,31.06,34.90,26.69,
QY_2024,QY-749,桥梁地段综合接地增加简支T形梁,梁部接地钢筋与接地端子的焊接。,孔,,137.03,0,48.44,47.86,40.73,
QY_2024,QY-750,桥梁地段综合接地增加大跨连续梁,梁部接地钢筋与接地端子的焊接。,联,,118.33,0,34.44,54.63,29.26,
QY_2024,QY-751,桥梁地段综合接地增加钻孔桩基础,基础接地钢筋与接地端子的焊接。,10处,,433.55,0,150.47,155.51,127.57,
QY_2024,QY-752,桥梁地段综合接地增加明挖基础,基础接地钢筋与接地端子的焊接。,10处,,1366.10,0,480.54,477.79,407.77,
QY_2024,QY-753,梁、墩之间综合接地连接,梁、墩之间综合接地连接制安。,10处,,37.66,0,10.78,26.68,0,
QY_2024,QY-754,现浇框架式桥涵 混凝土,模板安拆、混凝土浇筑、振捣及养护。,10m3,HT-0(10.200);,3146.44,0.20,2174.23,909.34,62.87,
QY_2024,QY-755,现浇框架式桥涵 钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4587.97,1.03,690.04,3701.12,196.81,
QY_2024,QY-756,预制框架式桥涵 单孔 混凝土,"脚手架及支撑搭拆,模板制安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,2719.58,0.19,1876.09,790.55,52.94,
QY_2024,QY-757,预制框架式桥涵 双孔 混凝土,"脚手架及支撑搭拆,模板制安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,2783.36,0.20,1911.00,814.57,57.79,
QY_2024,QY-758,预制框架式桥涵 三、四孔 混凝土,"脚手架及支撑搭拆,模板制安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,3079.87,0.20,2189.07,833.01,57.79,
QY_2024,QY-759,预制框架式桥涵钢筋,制作、绑扎、安放、定位、校正。,t,,4487.00,1.03,636.40,3696.04,154.56,
QY_2024,QY-760,钢筋混凝土板桩,制作、吊桩、定位、施打、拔除、堆放。,10m3,HT-0(10.100);,3629.17,0.12,1922.48,397.20,1309.49,
QY_2024,QY-761,打拔后背槽钢桩,整理钢桩、吊运、定位、施打、校正、拔除、清除积土校正槽钢、堆放。,t,,4607.06,0.13,2197.42,481.05,1928.89,
QY_2024,QY-762,钢轨后背梁安拆,选择整理钢轨、组合、安装、拆除、清理、修整、堆放。,t,,629.71,0.03,393.54,104.24,131.93,
QY_2024,QY-763,后背梁混凝土,模板安拆、混凝土浇筑、振捣及养护、底板顶面抹平。,10m3,HT-0(10.200);,826.97,0.01,756.94,65.18,4.85,
QY_2024,QY-764,后背梁钢筋,绑扎、安放、定位、校正。,t,,4273.11,1.03,524.67,3679.66,68.78,
QY_2024,QY-765,后背梁砂浆片石M10,砂浆制作、砌筑片石、养护。,10m³,HT-915(3.3...,1924.92,27.44,774.10,1131.68,19.14,
QY_2024,QY-766,后背梁钢柱接构件安拆,构件制安拆、整修、堆放。,t,,1846.65,0.19,942.07,760.85,143.73,
QY_2024,QY-767,底板混凝土,"模板安拆、混凝土浇筑、振捣及养护,底板顶面抹平。",10m³,HT-0(10.200);,1074.75,0.06,795.88,256.02,22.85,
QY_2024,QY-768,底板钢筋,绑扎、安放、定位、校正。,t,,4159.97,1.02,456.94,3634.25,68.78,
QY_2024,QY-769,底板隔层及润滑层,"砂浆制作、抹平、养护,熔涂石腊,铺塑料布等。",10m2,HT-915(0.3...,357.69,0.59,175.73,181.96,0,
QY_2024,QY-770,顶部防护层混凝土,混凝土浇筑、振捣及养护。,10m3,HT-0(10.200):,1604.99,0,1583.40,20.48,1.11,
QY_2024,QY-771,桥涵身涂石蜡,"脚手架搭拆,清扫刚架身,喷涂涂面,熔化石蜡,涂石蜡。",10m2,,430.38,0.01,121.86,308.50,0,
QY_2024,QY-772,框架式桥涵身聚氨脂弹性止水缝,制作、填塞水泥砂浆、安装止水胶管、拌制及堵塞聚氨脂弹性胶。,10m,,388.83,0.38,127.40,259.93,1.50,
QY_2024,QY-773,框架式桥涵身平板橡胶止水缝 止水带铁框制安,"裁切钢材,除锈,焊制抹箍,上底漆,刷防锈锌,吊装就位安装。",10m,,3835.44,0.53,1206.12,1581.17,1048.15,
QY_2024,QY-774,框架式桥涵身平板橡胶止水缝 平板止水带制安,"安装浸制沥青木板,剔除部分木板,嵌塞聚氯乙烯油膏、油灰,拧紧扣件。",10m,,2202.62,0.13,1150.77,1051.85,0,
QY_2024,QY-775,框架式桥涵身平板橡胶止水缝 沉降缝中间橡胶止水带制安,"堵塞聚氯乙烯油膏,安装橡胶止水带等。",10m,,786.23,0.01,379.07,407.16,0,
QY_2024,QY-776,人行道梁场内预制 混凝土,"模板制安拆,混凝土浇筑、振捣及养护,成品堆放。",10m3,HT-0(10.200);,4745.57,0.13,3722.49,884.11,138.97,
QY_2024,QY-777,人行道梁场内预制 钢筋,制作、绑扎、安放、定位、校正。,t,,4497.32,1.05,617.16,3742.23,137.93,
QY_2024,QY-778,人行道梁安装,修正构件、吊装定位。,10m3,,851.99,0,436.65,11.39,403.95,
QY_2024,QY-779,钢刃脚制作,下料、制作、除锈、涂油、堆放。,t,,5177.10,0.67,1868.63,2519.25,789.22,
QY_2024,QY-780,钢刃脚安拆,安装、拆除、整修。,t,,2132.60,0.13,1511.04,433.59,187.97,
QY_2024,QY-781,预埋普通螺栓,除锈、预埋、外露部分涂油。,t,,7648.59,0,1414.23,5970.69,263.67,
QY_2024,QY-782,预埋普通钢件,除锈、预埋、外露部分涂油。,t,,7972.39,1.02,1414.23,6294.49,263.67,
QY_2024,QY-783,空顶桥涵身重量≤1000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁。试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,2256.13,0.14,1079.47,671.74,504.92,
QY_2024,QY-784,空顶桥涵身重量≤1500t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,2711.42,0.17,1291.90,851.57,567.95,
QY_2024,QY-785,空顶桥涵身重量≤2000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,3473.21,0.20,1509.85,1025.77,937.59,
QY_2024,QY-786,空顶桥涵身重量≤3000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,4510.20,0.32,1896.82,1576.03,1035.43,
QY_2024,QY-787,空顶桥涵身重量≤4000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,5967.60,0.46,2757.59,2150.26,1059.75,
QY_2024,QY-788,空顶桥涵身重量≤5000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,7941.59,0.59,3985.34,2710.26,1245.99,
QY_2024,QY-789,挖土顶进桥涵身重量≤1000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,3503.38,0.14,1928.15,671.74,903.49,
QY_2024,QY-790,挖土顶进桥涵身重量≤1500t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,4179.37,0.17,2316.02,851.57,1011.78,
QY_2024,QY-791,挖土顶进桥涵身重量≤2000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,5400.80,0.20,2696.73,1025.77,1677.56,
QY_2024,QY-792,挖土顶进桥涵身重量≤3000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,6806.80,0.32,3387.58,1578.03,1841.19,
QY_2024,QY-793,挖土顶进桥涵身重量≤4000t,安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶、顶进操作及纠偏、拆除后的顶进设备分类堆码。,m,,8782.91,0.41,4924.43,1971.44,1887.04,
QY_2024,QY-794,挖土顶进桥涵身重量≤5000t,"安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶,项进操作及纠偏,拆除后的顶进设备分类堆码。",m,,12041.07,0.59,7116.33,2710.26,2214.48,
QY_2024,QY-795,挖土顶进桥涵身重量≤1000t 顶拉法,"安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶,项进操作及纠偏。拆除后的顶进设备分类堆码。",m,,2072.77,0.03,1266.48,147.17,657.12,
QY_2024,QY-796,挖土顶进桥涵身重量≤1000t 中间法,"安装千斤顶、油泵、油管路、控制台、配电盘及钢传力柱与横梁、试顶,项进操作及纠偏。拆除后的顶进设备分类堆码。",m,,3377.46,0.12,1266.48,524.16,1583.78,
QY_2024,QY-797,接缝处隔板与钢筋销铆安,制作、安装。,m,,511.32,0.10,127.40,328.43,55.49,
QY_2024,QY-798,顶进框架身内挖土 人力挖装双轮车运弃,"人力挖装,胶轮车运,基坑外100m。",10m3,,496.94,0,416.81,1.53,78.60,
QY_2024,QY-799,顶进框架身内挖土 人挖机装汽车运弃,"人力挖土,装载机装,自卸汽车运弃,基坑外500m,出土走道平台制安拆。",10m3,,452.69,0.01,335.06,36.69,80.94,
QY_2024,QY-800,框架身内路面 无路缘石 混凝土,"刷洗刚架桥底版面,凿除浮浆,混凝土浇筑、振捣及养护,带路缘石的路面包括路缘石的制作安砌、沥青灌缝。",10m3,HT-0(10.200):,808.92,0,804.68,4.24,0,
QY_2024,QY-801,框架身内路面 有路缘石 混凝土,"刷洗刚架桥底版面,凿除浮浆,混凝土浇筑、振捣及养护,带路缘石的路面包括路缘石的制作安砌、沥青灌缝。",10m3,HT-0(10.200):,918.40,0.01,891.95,26.41,0.04,
QY_2024,QY-802,边孔内支墩 混凝土,"模板安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200):,2029.20,0.05,1685.20,325.06,18.85,
QY_2024,QY-803,边孔内路面盖板制安 慢车道 混凝土,制作、安砌。,10m3,HT-0(10.200):,3069.14,0.03,2876.04,199.10,14.00,
QY_2024,QY-804,边孔内路面盖板制安人行道混凝土,制作、安砌。,10m3,HT-0(10.200);,4317.14,0.26,3714.58,601.75,0.81,
QY_2024,QY-805,慢车道盖板钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4516.54,1.05,601.05,3657.22,258.27,
QY_2024,QY-806,人行道盖板钢筋,钢筋制作、绑扎、安放、定位、校正。,t,,4721.09,1.03,748.59,3714.23,258.27,
QY_2024,QY-807,D型梁安拆木枕地段跨度(m) 12,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整,垫支座;扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔次,,11541.81,24.63,6314.06,2651.47,2576.28,
QY_2024,QY-808,D型梁安拆木枕地段跨度(m) 16,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整,垫支座;扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔次,,12467.22,29.07,6856.84,3034.10,2576.28,
QY_2024,QY-809,D型梁安拆 木枕地段 跨度(m) 20,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整:垫支座:扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔.次,15506.83,33.58,8574.31,3482.43,3450.09,0,
QY_2024,QY-810,D型梁安拆 木枕地段 跨度(m) 24,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整:垫支座:扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔.次,16499.04,37.97,9117.66,3931.29,3450.09,0,
QY_2024,QY-811,D型梁安拆 混凝土枕地段 跨度(m) 12,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整:垫支座:扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔,11963.26,24.63,6735.51,2651.47,2576.28,0,
QY_2024,QY-812,D型梁安拆 混凝土枕地段 跨度(m) 16,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整:垫支座:扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔,12918.8,29.07,7308.42,3034.10,2576.28,0,
QY_2024,QY-813,D型梁安拆 混凝土枕地段 跨度(m) 20,"调运纵横梁及连接件至路肩,调整枕距,纵梁就位,抽换枕木,换横梁,联结纵横梁,调整:垫支座:扣配件拆安,安装斜杆和所有连接系统,安挡砟板:道砟清...",孔,16078.9,33.58,9146.38,3482.43,3450.09,0,
QY_2024,QY-814,D型梁安拆 混凝土枕地段 跨度（m）24,调运纵横梁及连接件至路肩，调整枕距，纵梁就位，抽换枕木，换横梁，联结纵横梁，调整：垫支座：扣配件拆安，安装斜杆和所有连接系统，安挡砟板：道砟清...,孔,17101.23,37.97,9719.85,3931.29,3450.09,0,
QY_2024,QY-815,D型梁使用 每使用1季度 跨度（m）12,巡视、维护，便梁摊销。,孔,8932.78,0.67,4215.07,4717.71,0,0,
QY_2024,QY-816,D型梁使用 每使用1季度 跨度（m）16,巡视、维护，便梁摊销。,孔,11116.06,0.98,4215.07,6900.99,0,0,
QY_2024,QY-817,D型梁使用 每使用1季度 跨度（m）20,巡视、维护，便梁摊销。,孔,14516.1,1.47,4215.07,10301.03,0,0,
QY_2024,QY-818,D型梁使用 每使用1季度 跨度（m）24,巡视、维护，便梁摊销。,孔,17944.1,1.96,4215.07,13729.03,0,0,
QY_2024,QY-819,涵洞基础浆砌片石M10,"搭拆脚手板,选、修、洗石,砂浆制作、安砌及养护。",10m3,HT-915(3.300);,1875.88,27.44,724.65,1133.29,17.94,
QY_2024,QY-820,涵洞基础片石混凝土,"模板安拆,混凝土浇筑、振捣及养护,洗刷、埋置片石。",10m3,HT-0(8.670);,940.46,4.03,695.65,217.09,27.72,
QY_2024,QY-821,涵洞基础混凝土,"模板安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,1015.35,0.10,749.17,238.14,28.04,
QY_2024,QY-822,涵洞基础 钢筋,制作、绑扎、安装、定位、校正。,t,,4222.52,1.03,451.29,3701.69,69.54,
QY_2024,QY-823,涵洞墙身及端翼墙 浆砌片石M10,"选、修、洗石,砂浆制作、安砌及养护,脚手架搭拆。",10m3,HT-915(3.300);,2373.76,27.46,1190.79,1164.88,18.09,
QY_2024,QY-824,砌间墙身及端翼墙 砌砌块石M10,"选、修、洗石,砂浆制作、安砌及养护,脚手架搭拆。",10m3,HT-915(2.700);,2329.98,26.24,1126.76,1188.43,14.79,
QY_2024,QY-825,端翼墙 混凝土,"模板安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,2497.91,0.28,1799.43,695.42,3.06,
QY_2024,QY-826,中边墙 混凝土,"模板安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,1657.82,0.05,1402.08,241.27,14.47,
QY_2024,QY-827,帽石、墙顶 混凝土,"模板安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,3157.34,0.48,2010.86,1143.76,2.72,
QY_2024,QY-828,双孔间填筑 混凝土,"模板安拆,混凝土浇筑、振捣及养护,脚手架搭拆。",10m3,HT-0(10.200);,878.51,0,874.15,4.36,0,
QY_2024,QY-829,场内预制管节混凝土 孔径（m）≤1.00,"模板安拆,混凝土浇筑、振捣及养护,管节堆放。",10m3,HT-0(10.200);,7230.91,0.18,5935.48,1295.43,0,
QY_2024,QY-830,场内预制管节混凝土 孔径（m）≤2.00,"模板安拆,混凝土浇筑、振捣及养护,管节堆放。",10m3,HT-0(10.200);,5033.94,0.12,4154.26,879.68,0,
QY_2024,QY-831,场内预制管节混凝土 孔径（m）≥2.00,"模板安拆,混凝土浇筑、振捣及养护,管节堆放。",10m3,HT-0(10.200);,4345.10,0.10,3620.44,724.66,0,
QY_2024,QY-832,管节钢筋,制作、绑扎、安放、定位、校正。,t,,4377.51,1.04,689.90,3640.67,46.94,
QY_2024,QY-833,现浇管座混凝土,"模板安拆,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,1359.68,0.13,1057.27,301.13,1.28,
QY_2024,QY-834,管节安装 孔径（m）≤1.00m,"制作砂浆,修正构件,吊装定位,砂浆嵌缝、养护。",10m³混凝土,HT-915(0.450);,1532.98,0.87,666.08,80.15,786.75,
QY_2024,QY-835,管节安装 孔径（m）≥1.00m,"制作砂浆,修正构件,吊装定位,砂浆嵌缝、养护。",10m³混凝土,HT-915(0.370);,833.32,0.72,359.24,66.57,407.51,
QY_2024,QY-836,圆涵顶进 准备工作,除线路加固、底板及基坑开挖外的项顶进前一切准备工作。,单孔每处,,4130.08,0.24,3546.16,583.92,0,
QY_2024,QY-837,C15底板混凝土及导轨,"夯填碎石垫层,模板制安拆、混凝土拌制、浇筑、振捣及养护,导轨、钢传力柱安拆。",单孔每处,HT-14(3.890);,3113.22,9.22,883.59,1733.96,495.67,
QY_2024,QY-838,管节顶进 孔径（m）1,"吊装管节、千斤顶、油泵管路及控制台安拆,管节表面涂抹润滑剂,管节沉降缝防水处理及堵塞,管内挖土外运50m。",m,,891.88,0.02,369.52,106.41,415.95,
QY_2024,QY-839,管节顶进孔径(m)1.25,"吊装管节,千斤顶、油泵管路及控制台安拆,管节表面涂抹润滑剂,管节沉降缝防水处理及堵塞,管内挖土外运51m。",m,,998.12,0.02,454.10,130.35,413.67,
QY_2024,QY-840,管节顶进孔径(m)1.5,"吊装管节,千斤顶、油泵管路及控制台安拆,管节表面涂抹润滑剂,管节沉降缝防水处理及堵塞,管内挖土外运52m。",m,,1154.62,0.02,558.68,154.26,441.68,
QY_2024,QY-841,管节顶进孔径(m)2,"吊装管节,千斤顶、油泵管路及控制台安拆,管节表面涂抹润滑剂,管节沉降缝防水处理及堵塞,管内挖土外运53m。",m,,1556.84,0.02,848.69,203.37,504.78,
QY_2024,QY-842,钢板内圈接口,制作、安装、除锈、涂沥青。,t,,5291.32,1.06,1429.44,3859.79,2.09,
QY_2024,QY-843,加固长度(m)≤5木枕地段,"吊轨梁架设及拆除,抽换枕木,整理线路及补充道砟,线路防护。",每一股道,,6960.43,7.53,5641.54,1318.89,0,
QY_2024,QY-844,加固长度（m）≤5混凝土枕地段,吊轨梁架设及拆除、钢筋混凝土枕抽换成木枕、整理线路及补充道砟、线路防护、恢复钢筋混凝土枕。,每一股道,"HT-0(10,200);",8554.33,7.38,7677.70,876.63,0,
QY_2024,QY-845,加固长度（m）≤7木枕地段,吊轨梁架设及拆除、抽换枕木、整理线路及补充道砟、线路防护。,每一股道,,10685.73,10.52,8879.79,1805.94,0,
QY_2024,QY-846,加固长度（m）≤7混凝土枕地段,吊轨梁架设及拆除、钢筋混凝土枕抽换成木枕、整理线路及补充道砟、线路防护、恢复钢筋混凝土枕。,每一股道,,12642.39,10.32,11455.98,1186.41,0,
QY_2024,QY-847,场内预制箱涵盖板混凝土,模板安拆、混凝土浇筑、振捣及养护、堆放成品。,10m³,"HT-0(10,200);",2575.16,0.07,1820.87,426.67,327.62,
QY_2024,QY-848,场内预制箱涵盖板钢筋,制作、绑扎、安放、定位、校正。,t,,4424.61,1.05,511.40,3669.56,223.65,
QY_2024,QY-849,盖板安砌M10钢筋混凝土盖板,"砂浆制作,安砌盖板,处理预留吊环,养护及清理。",10m3,HT-915(0.270);,514.64,0.52,195.17,49.12,270.35,
QY_2024,QY-850,盖板安砌M10毛方石盖板,"模板安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-915(2.220);,2611.24,28.86,1237.17,1374.07,0,
QY_2024,QY-851,就地浇筑钢筋混凝土矩形涵混凝土孔径1m,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-0(10.200);,5853.06,0.24,4294.65,1469.40,89.01,
QY_2024,QY-852,就地浇筑钢筋混凝土矩形涵混凝土孔径1.25~1.5m,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-0(10.200);,5350.44,0.22,3923.64,1343.71,83.09,
QY_2024,QY-853,就地浇筑钢筋混凝土矩形涵混凝土孔径2~3m,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-0(10.200);,4105.05,0.16,3068.97,979.55,56.53,
QY_2024,QY-854,就地浇筑钢筋混凝土矩形涵 钢筋,制作、绑扎、安放、定位、校正。,t,,4673.72,1.03,814.32,3714.15,145.25,
QY_2024,QY-855,场内预制混凝土涵身 混凝土 孔径 1m,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m³,HT-0(10.200);,4535.38,0.09,3928.54,606.84,0,
QY_2024,QY-856,场内预制混凝土涵身 混凝土 孔径 1.25～1.5m,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m³,HT-0(10.200);,4213.83,0.08,3658.41,555.42,0,
QY_2024,QY-857,场内预制混凝土涵身 混凝土 孔径 2～3m,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m³,HT-0(10.200);,3323.77,0.06,2920.17,403.60,0,
QY_2024,QY-858,场内预制混凝土涵身 钢筋,制作、绑扎、安放、定位、校正。,t,,4482.47,1.04,593.09,3680.79,208.59,
QY_2024,QY-859,场内预制混凝土成品块 混凝土翼墙,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-0(10.200);,3650.55,0.06,3216.79,433.76,0,
QY_2024,QY-860,场内预制混凝土成品块 混凝土 帽石,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-0(10.200);,3612.23,0.07,3128.24,483.99,0,
QY_2024,QY-861,场内预制混凝土成品块 混凝土基础及泄床,"模板及支架安拆,混凝土浇筑、振捣及养护,堆放成品。",10m3,HT-0(10.200);,2338.07,0.07,1998.67,335.65,3.75,
QY_2024,QY-862,场内预制混凝土成品块 钢筋 翼墙,制作、绑扎、安放、定位、校正。,t,,4318.39,1.04,612.00,3659.45,46.94,
QY_2024,QY-863,场内预制混凝土成品块 钢筋 帽石,制作、绑扎、安放、定位、校正。,t,,4694.29,1.03,969.28,3678.07,46.94,
QY_2024,QY-864,通身M10水泥砂浆,"洗刷成品块,铺设、校正。砂浆制作,安砌成品块并勾缝,养护,处理吊环孔。",10m3,HT-915(0.440);,505.87,0.85,430.98,74.89,0,
QY_2024,QY-865,仰石M10水泥砂浆,"洗刷成品块,铺设、校正。砂浆制作,安砌成品块并勾缝,养护,处理吊环孔。",10m3,HT-915(1.110);,1069.81,2.15,341.73,188.49,539.59,
QY_2024,QY-866,翼墙M10水泥砂浆,"洗刷成品块,铺设、校正。砂浆制作,安砌成品块并勾缝,养护,处理吊环孔。",10m3,HT-915(0.520);,451.20,1.01,192.23,88.46,170.51,
QY_2024,QY-867,基础及泄床M10水泥砂浆,"洗刷成品块,铺设、校正。砂浆制作,安砌成品块并勾缝,养护,处理吊环孔。",10m3,HT-915(0.670);,362.42,1.30,142.63,113.88,105.91,
QY_2024,QY-868,就地浇筑混凝土拱圈,"模板安装,混凝土浇筑、振捣及养护。",10m3,HT-0(10.200);,2509.90,0.10,1854.36,632.77,22.77,
QY_2024,QY-869,拱圈砌筑M10粗料石,"选料、清洗砂浆制作、拱架制安拆、整修,安砌拱圈,填塞预留孔。",10m3,HT-915(2.200);,2168.70,27.94,1215.17,931.73,21.80,
QY_2024,QY-870,拱圈砌筑M10粗料拱石,"选料、清洗砂浆制作、拱架制安拆、整修,安砌拱圈,填塞预留孔。",10m3,HT-915(2.200);,2871.40,27.94,1215.17,1634.43,21.80,
QY_2024,QY-871,钢筋混凝土倒虹吸管身及管套(单孔)孔径(m)0.5,"钢筋混凝土圆管管节制安、钢筋混凝土套管,包括模板安拆、钢筋安装,混凝土拌制、浇筑、振捣及养护。",10m,HT-6143(8.910)...,7059.78,21.77,3053.98,3821.67,184.13,
QY_2024,QY-872,钢筋混凝土倒虹吸管身及管套(单孔)孔径(m)0.75,"钢筋混凝土圆管管节制安、钢筋混凝土套管,包括模板安拆、钢筋安装,混凝土拌制、浇筑、振捣及养护。",10m,HT-6143(13.31...,10387.13,32.53,4485.06,5595.77,306.30,
QY_2024,QY-873,钢筋混凝土倒虹吸管身及管套(单孔)孔径(m)1,"钢筋混凝土圆管管节制安、钢筋混凝土套管,包括模板安拆、钢筋安装,混凝土拌制、浇筑、振捣及养护。",10m,HT-6143(17.77...,14962.65,43.74,6063.54,8453.25,445.86,
QY_2024,QY-874,钢筋混凝土倒虹吸管身及管套(单孔) 孔径(m) 1.25,"钢筋混凝土圆管管节制安、钢筋混凝土套梁,包括模板安拆、钢筋安装,混凝土拌制、浇筑、振捣及养护。",10m,HT-6143(23.48...,18860.66,57.47,7820.38,10380.67,659.61,
QY_2024,QY-875,钢筋混凝土倒虹吸管身及管套(单孔) 孔径(m) 1.5,"钢筋混凝土圆管管节制安、钢筋混凝土套梁,包括模板安拆、钢筋安装,混凝土拌制、浇筑、振捣及养护。",10m,HT-6143(29.84...,23952.38,72.97,9814.57,13245.58,892.23,
QY_2024,QY-876,竖井及基础,"模板制安拆、混凝土浇筑、振捣及养护;铁梯制安,脚手架搭拆。",10m3,HT-0(10.200);,2845.94,0.08,2297.52,485.94,62.48,
QY_2024,QY-877,出入口矩形槽,"模板制安拆、混凝土浇筑、振捣及养护;铁梯制安,脚手架搭拆。",10m3,HT-0(10.200);,1881.72,0.05,1555.22,307.97,18.53,
QY_2024,QY-878,附属设施 孔径(m) 0.5,"竖井盖板、闸门板的模板制安拆、钢筋制作及绑扎,混凝土浇筑、振捣、养护及安装;拦污栅的钢筋、角钢制安,泄水管安装。",单孔·座,HT-37(0.120);,390.67,0.35,112.51,275.24,2.92,
QY_2024,QY-879,附属设施 孔径(m) 0.75,竖井盖板、闸门板的模板制安拆。钢筋制作及绑扎，混凝土浇筑、振捣、养护及安装；拦污栅的钢筋、角钢制安，泄水管安装。,单孔·座,HT-37(0.184);,553.49,0.53,160.15,389.55,3.79,
QY_2024,QY-880,附属设施 孔径(m) 1.0,竖井盖板、闸门板的模板制安拆。钢筋制作及绑扎，混凝土浇筑、振捣、养护及安装；拦污栅的钢筋、角钢制安，泄水管安装。,单孔·座,HT-37(0.240);,757.15,0.70,223.62,528.21,5.32,
QY_2024,QY-881,附属设施 孔径(m) 1.25,竖井盖板、闸门板的模板制安拆。钢筋制作及绑扎，混凝土浇筑、振捣、养护及安装；拦污栅的钢筋、角钢制安，泄水管安装。,单孔·座,HT-37(0.330);,1018.13,0.96,307.68,702.94,7.68,
QY_2024,QY-882,附属设施 孔径(m) 1.5,竖井盖板、闸门板的模板制安拆。钢筋制作及绑扎，混凝土浇筑、振捣、养护及安装；拦污栅的钢筋、角钢制安，泄水管安装。,单孔·座,HT-37(0.404);,1378.08,1.20,412.76,954.39,10.93,
QY_2024,QY-883,铺设铸铁管节 管径 150,刷管、切管及铸铁管铺设。调制接口材料，做接头及养护，水压试验。,10m,,1182.89,0.36,76.36,1083.64,22.89,
QY_2024,QY-884,铺设铸铁管节 管径 200,"刷管、切管及铸铁管铺设,调制接口材料,做接头及养护,水压试验。",10m,,1557.05,0.47,84.63,1449.53,22.89,
QY_2024,QY-885,铺设铸铁管节 管径 250,"刷管、切管及铸铁管铺设,调制接口材料,做接头及养护,水压试验。",10m,,2075.75,0.64,91.49,1947.07,37.19,
QY_2024,QY-886,铺设铸铁管节 管径 300,"刷管、切管及铸铁管铺设,调制接口材料,做接头及养护,水压试验。",10m,,2660.70,0.82,116.71,2506.80,37.19,
QY_2024,QY-887,铺设铸铁管节 管径 350,"刷管、切管及铸铁管铺设,调制接口材料,做接头及养护,水压试验。",10m,,3338.54,1.03,123.58,3168.71,46.25,
QY_2024,QY-888,铺设铸铁管节 管径 400,"刷管、切管及铸铁管铺设,调制接口材料,做接头及养护,水压试验。",10m,,4020.76,1.26,157.06,3817.45,46.25,
QY_2024,QY-889,安装曲管或丁字管,"刷接口、卸接头,调制接口材料,做接头及养护。",t,,3807.36,0.03,455.50,3351.86,0,
QY_2024,QY-890,场内预制U形渡槽槽身混凝土孔径(m) 0.6~0.8,"模板制安拆、混凝土浇筑、振捣及养护,成品堆放。",10m³,HT-0(10.200);,12532.60,1.06,8570.81,2708.05,1253.74,
QY_2024,QY-891,场内预制U形渡槽槽身混凝土孔径(m) 1.0~1.8,"模板制安拆、混凝土浇筑、振捣及养护,成品堆放。",10m³,HT-0(10.200);,8456.93,0.67,5931.70,1727.31,797.92,
QY_2024,QY-892,场内预制U形渡槽槽身混凝土孔径(m) 2.2,"模板制安拆、混凝土浇筑、振捣及养护,成品堆放。",10m³,HT-0(10.200);,6886.43,0.52,4907.91,1345.16,633.36,
QY_2024,QY-893,渡槽钢筋,钢筋制作、绑扎、安装、定位、校正。,t,,4467.26,1.04,725.77,3659.15,82.34,
QY_2024,QY-894,机械架设渡槽,"构件加固及吊装就位,检查校正与整理。",10m3,,2385.98,0.05,1193.74,118.95,1073.29,
QY_2024,QY-895,渡槽双侧人行道栏杆无步行板,"角钢立柱、栏杆、扶手制安,钢构件除锈、涂油漆,有步行板时,钢筋混凝土步行板制安。",100m,,28801.23,5.52,3060.70,23614.29,2126.24,
QY_2024,QY-896,渡槽双侧人行道栏杆有步行板,"角钢立柱、栏杆、扶手制安,钢构件除锈、涂油漆,有步行板时,钢筋混凝土步行板制安。",100m,HT-6001(2.660);,31358.70,12.45,5485.87,23943.61,1928.89,
QY_2024,QY-897,钢筋混凝土渡槽止水缝孔径(m)0.6,"拌制沥青砂胶,混凝土表面涂环氧树脂、粘贴橡皮带、填注沥青砂胶及塑料油膏。",孔,,99.04,0.02,16.11,82.93,0,
QY_2024,QY-898,钢筋混凝土渡槽止水缝孔径(m)0.8,"拌制沥青砂胶,混凝土表面涂环氧树脂、粘贴橡皮带、填注沥青砂胶及塑料油膏。",孔,,133.68,0.03,21.30,112.38,0,
QY_2024,QY-899,钢筋混凝土渡槽止水缝 孔径（m）1.0,"拌制沥青砂胶,混凝土表面涂环氧树脂、粘贴橡皮带、填注沥青砂胶及塑料油膏。",孔,,158.57,0.03,24.38,134.19,0,
QY_2024,QY-900,钢筋混凝土渡槽止水缝 孔径（m）1.4,"拌制沥青砂胶,混凝土表面涂环氧树脂、粘贴橡皮带、填注沥青砂胶及塑料油膏。",孔,,180.54,0.04,36.57,143.97,0,
QY_2024,QY-901,钢筋混凝土渡槽止水缝 孔径（m）1.8,"拌制沥青砂胶,混凝土表面涂环氧树脂、粘贴橡皮带、填注沥青砂胶及塑料油膏。",孔,,227.19,0.06,43.43,183.96,0,
QY_2024,QY-902,钢筋混凝土渡槽止水缝 孔径（m）2.2,"拌制沥青砂胶,混凝土表面涂环氧树脂、粘贴橡皮带、填注沥青砂胶及塑料油膏。",孔,,277.15,0.07,51.14,226.01,0,
QY_2024,QY-903,钢筋混凝土渡槽支座 孔径（m）0.8～1.0,制作及安装铁垫板、螺栓、支座。,t,,5484.00,1.05,938.32,3895.24,650.44,
QY_2024,QY-904,钢轨混凝土渡槽支座 孔径(m) 1.4～2.2,制作及安装铁垫板、螺栓、支座。,t,,6657.67,1.05,938.32,5068.91,650.44,
QY_2024,QY-905,热沥青防水层 涂沥青一层,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,79.15,0,21.78,57.37,0,
QY_2024,QY-906,热沥青防水层 涂沥青增加一层,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,61.48,0,11.93,49.55,0,
QY_2024,QY-907,热沥青防水层 浸制麻布一层,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,237.36,0,52.81,184.55,0,
QY_2024,QY-908,热沥青防水层 浸制麻布增加一层,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,209.97,0,35.36,174.61,0,
QY_2024,QY-909,石棉沥青 一层厚1.5,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,95.08,0,35.36,59.72,0,
QY_2024,QY-910,石棉沥青 石棉沥青每增加一层,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,89.39,0,30.43,58.96,0,
QY_2024,QY-911,甲种防水层 石棉沥青两层沥清麻布一层涂沥青两层,"防水层部分清理及洗刷,炼制沥青,浸制沥青麻布,配置石棉沥青,在垫层上铺设或涂抹防水层。",10m2,,547.28,0,157.09,390.19,0,
QY_2024,QY-912,再生橡胶沥青防水涂料 涂料两层,"调匀涂料,清扫圬工表面,涂刷防水涂料,铺贴卷材、纤维布。",10m2,,139.23,0.02,29.69,109.54,0,
QY_2024,QY-913,再生橡胶沥青防水涂料 涂料两层薄膜卷材一层,"调匀涂料,清扫圬工表面,涂刷防水涂料,铺贴卷材、纤维布。",10m2,,251.51,0.04,52.81,198.70,0,
QY_2024,QY-914,再生橡胶沥青防水涂料 涂料三层玻璃丝布两层,"调匀涂料,清扫圬工表面,涂刷防水涂料,铺贴卷材、纤维布。",10m2,,295.79,0.03,120.24,175.55,0,
QY_2024,QY-915,氯丁橡胶沥青防水涂料 三层,"调匀涂料,清扫圬工表面.涂刷防水涂料,铺贴卷材、纤维布。",10m2,,206.29,0.01,56.09,150.20,0,
QY_2024,QY-916,氯丁橡胶沥青防水涂料 涂料六层玻璃丝布两层,"调匀涂料,清扫圬工表面.涂刷防水涂料,铺贴卷材、纤维布。",10m2,,455.64,0.02,206.91,248.73,0,
QY_2024,QY-917,TGF-I（甲）,清理基层、分割逢嵌逢、刷基层处理剂、刷胶、铺贴防水卷材、收头等。,10m2,,747.49,0.04,96.97,650.52,0,
QY_2024,QY-918,TGF-II（丙）,清理基层、分割逢嵌逢、刷基层处理剂、刷胶、铺贴防水卷材、收头等。,10m2,,329.25,0.02,84.88,244.37,0,
QY_2024,QY-919,THF-I（甲）,清理基层、分割逢嵌逢、刷基层处理剂、刷胶、铺贴防水卷材、收头等。,10m2,,761.83,0.04,118.45,643.38,0,
QY_2024,QY-920,THF-II(丙),清理基层、分割逢嵌逢、刷基层处理剂、刷胶、铺贴防水卷材、收头等。,10m2,,320.66,0.02,78.47,242.19,0,
QY_2024,QY-921,聚脲防水层底座板下,"准备工作:拉毛,钢刷打磨,喷灯去除纤维;清扫,吹尘;底胶滚涂,防水层喷涂;整理。",10m2,,822.58,0,16.11,780.55,25.92,
QY_2024,QY-922,聚脲防水层底座板以外,"准备工作:拉毛,钢刷打磨,喷灯去除纤维;清扫,吹尘;底胶滚涂,防水层喷涂;整理。",10m2,,807.91,0,19.24,751.17,37.50,
QY_2024,QY-923,氯化聚乙烯卷材及聚氨酯防水涂料,"准备工作:拉毛,钢刷打磨,喷灯去除纤维;清扫,吹尘;底胶滚涂,防水层喷涂;整理。",10m2,,721.25,0.11,105.02,616.23,0,
QY_2024,QY-924,防护层钢丝网水泥砂浆厚20,"砂浆制作,安装钢丝网,抹砂浆,养护。",10m2,HT-915(0.204);,331.71,0.40,52.21,279.50,0,
QY_2024,QY-925,防护层钢丝网水泥砂浆厚30,砂浆制作、安装钢筋网、抹砂浆、养护。,10m²,HT-915(0.306);,343.07,0.59,41.62,301.45,0,
QY_2024,QY-926,防护层沥青混凝土厚30,熬沥清、砂子石粉加热、制作及铺设、养护。,10m²,,427.07,1.21,67.28,359.79,0,
QY_2024,QY-927,防护层沥青砂胶厚10,熬沥清、砂子石粉加热、制作及铺设、养护。,10m²,,109.51,0,44.16,65.35,0,
QY_2024,QY-928,防护层黏土厚200,拌合、摊铺、夯实、养护。,10m²,,126.60,4.00,99.35,27.25,0,
QY_2024,QY-929,玻璃纤维混凝土,基面清理、混凝土浇筑、抹平、养护。,10m³,HT-0(10.200);,4063.95,0,2615.72,264.37,1183.86,
QY_2024,QY-930,聚丙烯网状纤维混凝土,基面清理、混凝土浇筑、抹平、养护。,10m³,HT-0(10.200);,4359.49,0,2615.72,559.91,1183.86,
QY_2024,QY-931,垫层 混凝土,混凝土浇筑、振捣和养护。,10m³,HT-0(10.200);,621.69,0,601.05,20.64,0,
QY_2024,QY-932,垫层 水泥砂浆M10,配料、拌制、抹平和养护。,10m³,HT-915(10.200);,2455.02,19.73,714.27,1740.75,0,
QY_2024,QY-933,热作式伸缩缝、沉降缝 沥青麻筋 厚20,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,,1844.86,0,155.45,1689.41,0,
QY_2024,QY-934,热作式伸缩缝、沉降缝 沥青麻筋 厚30,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,,2780.27,0,182.75,2597.52,0,
QY_2024,QY-935,热作式伸缩缝、沉降缝沥青麻筋厚50,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,,4625.15,0,388.76,4236.39,0,
QY_2024,QY-936,热作式伸缩缝、沉降缝一层油毛毡两层沥青,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,,206.40,0,92.94,113.46,0,
QY_2024,QY-937,热作式伸缩缝、沉降缝两层油毛毡三层沥青,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,,320.37,0,136.95,183.42,0,
QY_2024,QY-938,热作式伸缩缝、沉降缝三层油毛毡四层沥青,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,,438.77,0,185.13,253.64,0,
QY_2024,QY-939,伸缩缝、沉降缝水泥砂浆M10,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m²,HT-915(3.060);,637.02,5.92,117.11,519.91,0,
QY_2024,QY-940,伸缩缝、沉降缝沥青木板,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m2,,641.15,0.16,190.65,450.50,0,
QY_2024,QY-941,伸缩缝、沉降缝黏土,"炼制沥青,浸制沥青麻筋,油毡剪裁,涂沥青及张贴木板制作,涂沥青及安装,嵌塞伸缩缝,制作、抹铺砂浆。",10m2,,84.37,0.58,76.98,7.39,0,
QY_2024,QY-942,冷作式伸缩缝、沉降缝JS-18余料麻筋厚20,"浸制麻筋,木板涂贴及制安,嵌塞伸缩缝。",10m2,,1779.98,0.04,155.45,1624.53,0,
QY_2024,QY-943,冷作式伸缩缝、沉降缝JS-18余料麻筋厚30,"浸制麻筋,木板涂贴及制安,嵌塞伸缩缝。",10m2,,2470.50,0.04,247.64,2222.86,0,
QY_2024,QY-944,冷作式伸缩缝、沉降缝JS-18余料麻筋厚50,"浸制麻筋,木板涂贴及制安,嵌塞伸缩缝。",10m2,,3795.29,0.04,388.76,3406.53,0,
QY_2024,QY-945,冷作式伸缩缝、沉降缝_JS-18涂料木板,"浸制麻筋.木板涂贴及制安,嵌塞伸缩缝。",10m2,,776.72,0.18,173.94,602.78,0,
QY_2024,QY-946,干砌片石 锥体护坡,选修石、安砌、填塞孔隙。,10m3,,1346.23,21.06,777.38,568.85,0,
QY_2024,QY-947,干砌片石 河床护底,选修石、安砌、填塞孔隙。,10m3,,1139.24,21.06,568.97,570.27,0,
QY_2024,QY-948,干砌片石 河床护坡,选修石、安砌、填塞孔隙。,10m3,,1168.18,21.06,597.91,570.27,0,
QY_2024,QY-949,干砌片石 导流堤,选修石、安砌、填塞孔隙。,10m3,,1168.18,21.06,597.91,570.27,0,
QY_2024,QY-950,浆砌片石 锥体护坡,砂浆制作、选修洗石、抹浆安砌、填塞孔隙、整理及养护。,10m³,HT-915(3.300);,2312.13,27.44,1158.08,1134.91,19.14,
QY_2024,QY-951,浆砌片石 河床护底,砂浆制作、选修洗石、抹浆安砌、填塞孔隙、整理及养护。,10m³,HT-915(3.300);,2207.17,27.44,1052.17,1135.93,19.14,
QY_2024,QY-952,浆砌片石 河床护坡及导流堤,砂浆制作、选修洗石、抹浆安砌、填塞孔隙、整理及养护。,10m³,HT-915(3.300);,2256.63,27.44,1103.34,1134.15,19.14,
QY_2024,QY-953,M10浆砌预制块锥体护坡,清理基面、脚手架搭拆、砂浆拌制、安砌、养护。,10m³,CL-01(9.100);HT-915(1.300);,1156.62,2.62,697.27,451.86,7.49,
QY_2024,QY-954,钢丝笼装片石,片石选取、填装、码砌。,10m³,,1765.63,18.51,735.61,1030.02,0,
QY_2024,QY-955,桥头检查台阶 砂砌片石M10,砂浆制作、选修洗石、抹浆安砌、填塞空隙、整理及养护。,10m3,HT-915(3.300);,2258.77,27.44,1101.25,1138.38,19.14,
QY_2024,QY-956,桥头检查台阶 M10砂浆砌筑预制块,"清理基面,砂浆拌制、砌筑,养护。",10m3,CL-01(9.100);HT-915(1.300);,936.23,2.51,697.27,231.47,7.49,
QY_2024,QY-957,水泥砂浆勾缝M10,"洗刷表面,搭拆脚手架,砂浆制作、勾缝、剔缝、清理及养护。",100m2,HT-915(0.870);,1141.36,1.68,984.89,151.98,4.49,
QY_2024,QY-958,水泥砂浆抹面M10厚度2cm,"洗刷表面,搭拆脚手架,砂浆制作、勾缝、剔缝、清理及养护。",100m2,HT-915(2.600);,1390.87,5.03,922.53,468.34,0,
QY_2024,QY-959,水泥砂浆抹面厚度每增加2cm,"清扫、冲刷,砂浆拌制、抹平,养护。",100m2,HT-915(2.600);,1152.75,5.03,698.01,440.93,13.81,
QY_2024,QY-960,浆砌片石面石加工,"面石表面粗凿加工,上下面及侧面局部修凿。",100m2,,3450.55,0,3409.96,40.59,0,
QY_2024,QY-961,重型栓接结构,调直整平、划线下料、钻孔、电焊、组拼。,t,,4917.86,1.05,629.84,3849.94,438.08,
QY_2024,QY-962,轻型栓接结构,调直整平、划线下料、钻孔、电焊、组拼。,t,,5567.06,1.05,1098.71,3952.90,515.45,
QY_2024,QY-963,一般焊接结构,调直整平、划线下料、钻孔、电焊、组拼。,t,,5594.41,1.05,954.45,3983.95,656.01,
QY_2024,QY-964,钢结构安拆 陆上,铺拆临时脚手架、杆件安装、拆除。,t,,1958.67,0.27,802.89,1059.43,96.35,
QY_2024,QY-965,钢结构安拆 水上,"铺拆临时脚手架,杆件安装、拆除。",t,,3867.72,0.27,1315.92,1063.68,1488.12,
QY_2024,QY-966,万能杆件安拆 陆上,"铺拆临时脚手架,杆件安装、拆除。",t,,623.54,0.03,462.46,153.76,7.32,
QY_2024,QY-967,万能杆件安拆 水上,"铺拆临时脚手架,杆件安装、拆除。",t,,2075.68,0.03,605.97,158.01,1311.70,
QY_2024,QY-968,贝雷梁安拆 陆上,"铺拆临时脚手架,杆件安装、拆除。",t,,499.52,0.02,422.63,71.46,5.43,
QY_2024,QY-969,贝雷梁安拆 水上,"铺拆临时脚手架,杆件安装、拆除。",t,,1941.02,0.02,553.61,75.71,1311.70,
QY_2024,QY-970,满堂式支架搭拆,钢管柱及分配梁等钢结构安拆。,100m3空间,,3564.65,0.43,1609.95,1670.13,284.57,
QY_2024,QY-971,辅助钢结构支架,钢管柱及分配梁等钢结构安拆。,10t,,23012.26,2.85,10021.91,10898.30,2092.05,
QY_2024,QY-972,堆载预压,"工作准备,袋装土堆载预压、卸载。",100t,,2569.90,0,279.26,1337.00,953.64,
QY_2024,QY-973,钢塔架安拆,塔架新制杆件制安拆。,t,,2849.56,0.19,1427.95,869.36,532.25,
QY_2024,QY-974,地锚混凝土,挖基、混凝土浇筑、振捣及养护。,10m3,HT-0(10.200);,821.09,0,685.18,121.19,14.72,
QY_2024,QY-975,地锚钢结构安拆,钢结构制安拆。,t,,4087.51,0.38,1751.67,1628.61,707.23,
QY_2024,QY-976,索鞍安拆,安拆。,t,,4930.30,0.35,1100.20,1349.28,2480.82,
QY_2024,QY-977,主缆安拆,安拆。,t,HT-0(10.200);,6790.17,0,1136.30,3173.05,2480.82,
QY_2024,QY-978,牵引索起重索安拆,结构安拆。,t,,6731.70,0,1077.83,3173.05,2480.82,
QY_2024,QY-979,缆风索安拆,结构安拆。,t,,6717.23,0,1063.36,3173.05,2480.82,
QY_2024,QY-980,后塔架锚绳钢绞线安装,结构安拆。,t,,6761.38,0,1107.51,3173.05,2480.82,
QY_2024,QY-981,水深≤10m 桩桥(宽4m),"钢管桩制作、插打、桩间连接系、分配梁、桥面板及栏杆等钢结构制安拆,主桁及连接系军用梁构架安拆。",延长米,,8611.09,1.11,2835.32,4770.80,1004.88,
QY_2024,QY-982,水深≤10m 宽度每增加1m,"钢管桩制作、插打、桩间连接系、分配梁、桥面板及栏杆等钢结构制安拆,主桁及连接系军用梁构架安拆。",延长米,,1649.33,0.16,709.35,756.36,183.62,
QY_2024,QY-983,航标灯支架制安,钢构件调整整平、划线、下料、钻孔、电焊、组拼、杆件安装、油漆。,一个墩,,5034.37,0.71,1675.44,3038.95,319.98,
QY_2024,QY-984,钢结构限高防撞架,钢结构制作、安装、油漆。,t,,8360.08,0.97,2385.98,5137.54,836.56,
QY_2024,QY-985,水上航标牌制安,"调直整平、划线下料、电焊、组拼、安装,油漆。",处,,1503.54,0.24,395.18,1003.80,104.56,
QY_2024,QY-986,陆上人力拆除混凝土,气镐开凿、清理等。,10m3,,1405.70,0,1215.52,35.45,154.73,
QY_2024,QY-987,陆上人力拆除钢筋混凝土,气镐开凿、清理等。,10m3,,1720.63,0,1458.53,46.08,216.02,
QY_2024,QY-988,陆上爆破拆除混凝土,人力开眼、爆破、清理。,10m3,,1910.57,0.01,1464.80,445.77,0,
QY_2024,QY-989,陆上爆破拆除钢筋混凝土,人力开眼、爆破、清理。,10m3,,2314.75,0.01,1714.23,585.62,14.90,
QY_2024,QY-990,陆上 机械拆除混凝土,机械就位、凿除、清理、堆放。,10m3,,880.11,0,124.71,0,755.40,
QY_2024,QY-991,陆上 机械拆除钢筋混凝土,机械就位、凿除、清理、堆放。,10m3,,1220.98,0,373.99,0,846.99,
QY_2024,QY-992,水上 人力拆除混凝土,气镐开凿、清理等。,10m3,,1685.17,0,1458.53,40.77,185.87,
QY_2024,QY-993,水上 人力拆除钢筋混凝土,气镐开凿、清理等。,10m3,,2020.52,0,1707.81,53.03,259.68,
QY_2024,QY-994,水上 爆破拆除混凝土,人力开眼、爆破、清理。,10m3,,2190.33,0.01,1707.81,482.52,0,
QY_2024,QY-995,水上爆破拆除钢筋混凝土,人力开眼、爆破、清理。,10m3,,2688.90,0.01,1957.24,713.63,18.03,
QY_2024,QY-996,混凝土凿毛平面,凿毛。,10m2,,100.37,0,100.25,0.12,0,
QY_2024,QY-997,混凝土凿毛立面,凿毛。,10m2,,150.99,0,150.82,0.17,0,
QY_2024,QY-998,人力拆除干砌片石陆上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,206.59,0,205.12,1.47,0,
QY_2024,QY-999,人力拆除干砌片石水上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,258.61,0,257.34,1.47,0,
QY_2024,QY-1000,人力拆除浆砌片石 陆上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,438.85,0,436.65,2.20,0,
QY_2024,QY-1001,人力拆除浆砌片石 水上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,547.90,0,545.70,2.20,0,
QY_2024,QY-1002,人力拆除浆砌料石 陆上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,757.95,0,755.75,2.20,0,
QY_2024,QY-1003,人力拆除浆砌石 水上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,946.21,0,944.01,2.20,0,
QY_2024,QY-1004,人力拆除石笼 陆上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,229.86,0,228.39,1.47,0,
QY_2024,QY-1005,人力拆除石笼 水上,凿眼、撬动、运出、清理、堆放、搭拆跳板。,10m3,,287.60,0,286.13,1.47,0,
QY_2024,QY-1006,爆破拆除浆砌石 陆上,人力凿眼、装药、爆破、清理、堆放搭拆跳板。,10m3,,640.28,0,381.45,258.83,0,
QY_2024,QY-1007,爆破拆除浆砌石 水上,人力凿眼、装药、爆破、清理、堆放搭拆跳板。,10m3,,757.42,0.01,476.78,280.64,0,
QY_2024,QY-1008,机械拆除浆砌石挡,机械就位、凿除、清理、堆放。,10m3,,314.16,0,62.36,0,251.80,
QY_2024,QY-1009,架桥机拆除上承板梁 跨度（m）8～16,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,2834.45,0.03,790.36,52.81,1991.26,
QY_2024,QY-1010,架桥机拆除上承板梁 跨度(m) 20～24,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,3625.23,0.06,1212.98,109.09,2303.16,
QY_2024,QY-1011,架桥机拆除上承板梁 跨度(m) 28～32,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,5604.04,0.09,1768.98,176.39,3658.67,
QY_2024,QY-1012,架桥机拆除下承板梁 跨度(m) 16,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,5002.41,0.05,1020.24,88.29,3893.88,
QY_2024,QY-1013,架桥机拆除下承板梁 跨度(m) 20,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,6024.25,0.06,1529.84,117.66,4376.75,
QY_2024,QY-1014,架桥机拆除下承板梁 跨度(m) 24,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,6390.55,0.08,1821.64,147.03,4421.88,
QY_2024,QY-1015,架桥机拆除下承板梁 跨度（m）28,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,6728.02,0.11,2039.44,205.76,4482.82,
QY_2024,QY-1016,架桥机拆除下承板梁 跨度（m）32,拆除支座锚栓，捆梁吊起吊运至桥头，落梁横移路基一侧。,孔,,7354.93,0.13,2258.29,249.81,4846.83,