2._Bang_Tien_luong__FINAL_译文.doc

Bid Package XL-03 Seo Chong Ho Hydroelectric power project Seo Chong Ho水利水电工程XL03标段 PART VII 第七部分 PRGNOSIS TABLE FOR BID INVITATION 招标预测表 1. FLOOD SPILLWAY1. 溢洪道No.序号CONTENTS 内容UNIT单位QUATITY数量SPILLWAY溢洪道1Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade III挖土填坑或者倾泻到抛泥区。土壤等级为III级。100m3407,002Carrying with dump truck of 10T, v/c distance = 1000. Soil grade III使用载重量为10吨的自卸式卡车运输，v/c距离= 1000，土壤等级为III级100m3407,003Digging, excavating to fill the hole or tipping to the disposal site or collection areas . Soil grade IV挖土填坑或者倾泻到抛泥区。土壤等级为III级。100m3260,004Transporting soil to the disposal site or collection areas. Soil grade III将泥土运到抛泥区，土壤等级为III级100m3260,005Excavating holes of construction foudation with driller D76mm, Soil grade III使用钻孔机在地基上钻出直径为76mm的孔，土壤等级为III级100m370,706Excavating holes of construction foudation with driller D42mm, Soil grade III使用钻孔机在地基上钻出直径为42mm的孔，土壤等级为III级100m330,307Excavating holes of construction foudation with driller D76mm, Soil grade IV使用钻孔机在地基上钻出直径为76mm的孔，土壤等级为III级100m3105,008Excavating holes of construction foudation with driller D42mm, Soil grade IV使用钻孔机在地基上钻出直径为42mm的孔，土壤等级为III级100m345,009Shovel rock on transportation means用铲子将石块装进运输工具100m3175,7010Carrying rock after mine detonation, distance = 300m 爆破后运走石块，距离= 300m100m3175,7011Dike embankment, backwater, chanel. Density = 1.75 T/m3堤坝、回水、水渠。密度 250cm. Mortar M2002x4岩石地基混凝土，宽度 250cm，灰浆为M200m32.308,0014Concrete of wall, rock 2x4, thickness 45cm, depth 45cm，厚度= 16m, 灰浆为 M200m32.640,0015Foundation reinforce, diameter = 18 mm地基加固，直径 18 mm地基加固，直径= 18 mmTon 吨120,0217Wall reinforce, diameter = 18mm, depth= 16 m墙体加固，直径= 18 mm，厚度 18mm, depth 18mm, 厚度= 16 mTon 吨120,1219Connector made of PVCPVC管接头m120,0020Bitumen coated and asphalted paper, two layer of paper and plastic.沥青涂层和沥青纸，两层纸和塑料m21.500,0021Bitumen coated and one layer of burlap, two layer plastic沥青涂层，带一层粗麻布，两层塑料m2117,0022Drill holes for pouring concrete reinforcing dam foundation, membrane of waterproof and drill holes to check dam foudation, the depth of holes = 10m钻孔灌入混凝土以加固大坝地基、防水膜；钻孔以检查大坝地基，孔深18mm安装外露钢支柱CT5，岩石地基18mmTon 吨5,2525Drill holes of F42 mm to fix brace, Soil grade II.钻F42mm的孔以固定支柱，土壤等级为II级。Ton 吨1,0426Steek board lining, wooden brace, wall board lining, square, rectangle pole, beam, girder, the height of = 16m钢板内衬，木支柱，墙板内衬，方杆和矩形杆，梁，钢桁，高度= 16m100m2148,4427Mixing concrete by on-site mixer在现场用搅拌机搅拌混凝土m35.135,0028Transporing concrete mortar by special transportation means = 2.0km.用特殊运输工具运输混凝土灰浆，距离= 2.0km100m351,352. CASTING FACE STRUCTURE2. 表层结构的浇筑No序号CONTENTS内容UNIT单位QUANTITY数量Excavating soil 挖土1Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade III 挖土填坑或者倾泻到抛泥区。土壤等级为III级。100m3337,482Carrying soil, distance = 1000. Soil grade III 运走泥土，距离= 1000，土壤等级为III级100m3337,483Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade IV挖土填坑或者倾泻到抛泥场。土壤等级为IV级100m3387,774Carrying soil to the disposal site, distance = 1000. Soil grade IV将泥土运到抛泥场，距离= 1000，土壤等级为IV级100m3387,775Excavating holes of construction foudation with driller D76mm, Soil grade III使用钻孔机在地基上钻出直径76mm的孔，土壤等级为III级100m331,436Excavating holes of construction foudation with driller D42mm, Soil grade III使用钻孔机在地基上钻出直径42mm的孔，土壤等级为III级100m313,477Excavating holes of construction foudation with driller D76mm, Soil grade IV 使用钻孔机在地基上钻出直径76mm的孔，土壤等级为IV级100m347,158Excavating holes of construction foudation with driller D42mm, Soil grade IV 使用钻孔机在地基上钻出直径42mm的孔，土壤等级为IV级100m320,219Shovel rock of blasting to transportation means用铲将爆破后的石块装入运输工具 100m3112,2510Carrying rock, distance = 300m运走石块，距离= 300m100m3112,2511Filling rock the first base plate (Rock layer 2A, K = 1.38)用石块填充第一个支承板（石层为2A，Kd=1.38）100m375,4612Exacavating grade aggregate to fill the base of 2A from crushing station to dam space挖掘配级骨料并用其填充从粉碎站到大坝空地间的2A 底层100m3104,1313Carrying grade aggregate 2A, distance = 1000.运输2A配级骨料，距离= 1000.100m3104,1314Carrying soil 500m next space将泥土运到500m外的下一块空地100m3104,1315Filling rock the 2B base plate beneath the concerete slab将石块填入混凝土板下的2B支承板上100m3150,1016Excavating grade aggragate to fill a bearing layer 2A from the crushing station to the dam挖掘配级骨料并用其填充从粉碎站到大坝间的2A承重层100m3207,1417Carrying grade aggregate 2A, distance = 1000.运输2A级骨料，距离= 1000。100m3207,1418Carrying soil to the next 1000m 将泥土运到下一个1000m处100m3207,1419Fill the body of dam with sTon 吨e Dmax = 800mm, exploitation sTon 吨e (K = 1,2)用最大直径= 800mm的石料填充坝体，开采石头（K = 1,2)100m3509,0020Shovel mixture rock from reserve station. 用铲从堆放点装载混合石料。100m3702,4021Carrying rock, distance = 1000m. 运输石块，距离= 1000m100m3702,4022Carrying mixture rock, distance = 2km.运输混合石料，距离 = 2km.100m3702,4023Fill the body of dam with utilized rock Dmax = 800mm exploitation rock (K = 1,2)用最大直径= 800mm的石块填充坝体，开采石块（K = 1,2)100m3210,0024Shovel mixture rock from reserve station.用铲从堆放点装载混合石料100m3237,3025Carrying rock, distance = 500m. 运输石块，距离= 500m100m3237,30Waterproof防水26Drill holes for pouring concrete reinforcing dam foundation, membrane of waterproof and drill holes to check dam foudation, the depth of holes = 30m 钻孔灌入混凝土以加固大坝地基，防水膜；钻孔以检查大坝地基，孔深= 30mm2.177,0027Drill holes for pouring concrete reinforcing dam foundation, membrane of waterproof and drill holes to check dam foudation, the depth of holes = 10m 钻孔灌入混凝土以加固大坝地基，防水膜；钻孔以检查大坝地基，孔深18mm 安装外露钢支柱CT5，岩石基础fi 18mmTon 吨13,8630Drill holes of F42 mm to fix brace, Soil grade II. 钻F42mm的孔以固定支柱，土壤等级为II级Ton 吨2,7531Plastic bar D40塑料条D40md603,6032Plastic bar D12塑料条D12md603,6033Zinc bolt a500 M100x100镀锌螺栓500 M100x100 piece1.912,0034Zinc angle iron 50x50x6镀锌角钢50x50x6Ton 吨3,6135Cooper plate thickness of 1.5mm and height 10cm铜板，厚1.5mm,高10cmTon 吨1,2836Cooper plate thickness of 1.5mm and height 10cm铜板，厚1.5mm,高10cmTon 吨0,2737Artificial plastic plate 500x4500x4人造塑料板m2263,4338PVC plastic platePVC塑料板m2273,0039Bitum cloth沥青外层m2112,48Fill waterproof填涂防水材料40Bitumen plastic沥青塑料Ton 吨1,6441Aphalted pine wood 沥青松木m338,3242Aphalt mortar沥青灰浆m326,84Concrete of the dam大坝混凝土43Preparing and cleaning prior to concrete pouring浇筑混凝土前的准备和清洁m21.500,0044Rock wall concrete 2x4, thickness 45cm, height 45cm, 高度= 16m, M300灰浆m3630,0045Rock foundation concrete 2x4. Mortar M3002x4岩石地基混凝土，M300灰浆m3645,0046Hydraulic concrete, rock 2x4, thickness = 1m, mortar M300，水工构造用混凝土，2x4石块，厚度 18mm用25T起重机生产和铺设水工构造用混凝土，墙体加固，直径 18mmTon 吨135,5948Mixing concrete by on-site mixer, concrete mixing plant = 30m3/h 在现场使用搅拌机、混凝土搅拌设备搅拌混凝土，搅拌量= 30m3/hm32.709,0049Carrying mortar, distance of transportation = 2.0km运送灰浆，运输距离= 2.0km100m327,0950Mortar M75, bearing layer of 7 cmM75灰浆，7 cm承重层m3287,003. TUNNEL RUNNING FLOW OF THE CONSTRUCTION3隧洞流道的施工No.序号CONTENTS 内容UNIT单位QUALITY数量Impoundment dike蓄水坝1Digging, excavating to fill the hole or tipping to the disposal site or collection areas, scope 30m, soil grade III挖土填坑或者倾泻到抛泥区，范围为30m, 土壤等级为III级。100m326,962Carrying soil, distance of = 1000m, soil grade III运送泥土，距离= 1000m, 土壤等级为III级。100m326,963Shovel mixture rock from reserve station. 从堆放站铲运混合石料100m362,074Carrying soil in the distance of = 1000m运送泥土，距离= 1000m100m362,075Fill rock for the construction with bulldozer使用推土机填石块100m354,936Grading construction site, compactness rate K = 0.95施工现场路基平整，压实度K = 0.95100m323,89Digging and strenthen the tunnel mouth隧道口的开挖及加固7Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade III 挖土填坑或者倾泻到抛泥区，范围为30m, 土壤等级III级。100m357,958Carrying soil in the distance of = 500m, Soil grade III100m357,959Digging and shovel soil to fill or carrying to the disposal, collection areas, distance 30m, 挖土填坑或者运送到抛泥区，距离为30m100m348,3010Carrying soil in the distance of = 500m, Soil grade IV运送泥土，距离= 500m，土壤等级IV级100m348,3011Grading, disposal areas, store station 平整地基、抛泥区，存放站100m331,8812Excavating holes of construction foudation with driller D76mm, Soil grade III 使用钻孔机在地基上钻出直径76mm的孔，土壤等级III 100m336,7013Excavating holes of construction foudation with driller D76mm, Soil grade IV使用钻孔机在建筑地基上开挖直径为76mm的孔，土壤等级IV 100m350,2314Shovel rock of blasting to transportation means用铲将爆破后的石块装进运输工具100m386,9315Carrying soil in the distance of = 300m运送泥土，距离= 300m 100m386,93Digging and constructing the main tunnel主体隧洞开挖及建筑16Digging the tunnel, vc out the mouth of tunnel, distance bq 500 m开挖隧洞，运至隧洞口，距离bq 500 mm3772,0017Shovel rock of blasting to transportation means用铲将爆破后的石块装进运输工具100m37,7218Carrying soil in the distance of = 300m运送泥土，距离= 300m 100m37,7219Grading, disposal areas, store station 路基平整，抛泥区，存放站100m32,3220Drill hole of 42mm to imbed anke, soil grade II钻出 42mm的孔用于埋设anke，土壤等级II级100m9,5021Brace steel anke for rock foundation and pouring mortar设置钢柱岩石防护并浇灌灰浆Ton 吨1,2022Pouring concrete foundation of crossing tunnel M200浇筑交叉隧洞M200地基的混凝土m363,023Pouring concrete the wall of cross tunnel M200, rock 1x2 浇筑交叉隧洞M200石壁的混凝土，石料1x2m353,024Concrete the crown of cross tunnel M200, rock 1x2 用混凝土浇筑交叉隧洞M200冠顶，石料1x2m391,025Producing concrete reinforce tunnel k =18mm用混凝土加固隧洞，k =18mmTon 吨7,7526Installation of the crown k =18mm安装冠顶，k =18mm Ton 吨7,7527Brace steel anke of rock proof and pouring mortar设置钢柱岩石防护并浇筑灰浆Ton 吨0,2028Producing concrete mortar through the mixing in the construction site在施工现场搅拌配制混凝土灰浆m31.111,029Carrying concrete mortar, distance 1km运送混凝土灰浆，距离为1km100m311,1130Hydraulic concrete, rock 1x2, mortar 水工结构用混凝土，1x2岩石，灰浆m345,031Concrete of wall, rock 2x4, thickness = 45cm, mortar M200墙用混凝土，2x4石块，厚度= 45cm，M200灰浆m3767,032Concrete , rock 2x4, thickness = 30cm, mortar M200混凝土，2x4石块，厚度= 30cm，M200灰浆m319,033Concrete of beam, girder, mortar M200梁，钢桁用混凝土，M200灰浆m311,034Concrete of beam, abutent pillar, rock 2x4, mortar M200梁和相邻支柱用混凝土，2x4石块， M200灰浆m317,035Concrete, rock 2x4, mortar M200混凝土，2x4石块， M200灰浆m345,036Production and installation of hydraulic concrete , wall reinforce, diameter 18mm生产和安装水工结构用混凝土，墙体加固，直径 18mm生产和安装水工结构用混凝土，墙体加固，直径 18mmtn30,04. INLET GATE4进水口No.序号CONTENTS 内容UNTI单位QUALITY数量1Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade III 挖土填坑或者倾泻到抛泥区。土壤等级III。100m31,02Carrying soil in the distance of = 1000m运送泥土，距离= 1000m 100m31,03Impound, embankment. Density = 1.65 Ton /m3堵水、筑堤，密度= 1.65 Ton /m3100m31,04Concrete beam, girder, crown, height = 4m, mortar M200混凝土梁，混凝土钢桁、混凝土冠，高度= 4m，M200灰浆m351,265Concrete rock wall 1x2, thickness = 45cm, height = 4m. Mortar M2001x2混凝土石墙，厚度= 45cm, 高度= 4m. M200灰浆m3358,656Concrete beam, girder, crown, height = 4m, mortar M250混凝土梁、混凝土钢桁、混凝土冠，高度 0,1m2, height 0,1m2, 高度= 4m, M200灰浆m33,388Concrete beam, girder, crown, height = 4m, mortar M200混凝土梁，混凝土钢桁，混凝土冠，高度= 4m，M200灰浆m35,169Concrete beam, girder, crown, height = 4m, mortar M200混凝土梁、混凝土钢桁、钢筋，高度= 4m，M200灰浆m36,4710Concrete bridge beam M250M250混凝土桥主梁m317,3011Concrete cap, abutment, poles, rock 1x2, mortar M250混凝土桩台，桥台，柱子，1x2石块, M250灰浆m329,6612Board lining other building materials用其他材料对板材加衬100m230,4413Reinforcing foundation, diameter = 18 mm强化地基，直径= 18 mmTon 吨4,1014Reinforcing pier, diameter = 18mm, height = 16 m加固墩，直径= 18mm, 高度 = 16 mTon 吨0,2715Concrete wall, diameter = 18mm, height = 16 m混凝土墙，直径= 18mm, 高度 = 16 mTon 吨17,9316Concrete beam, girder, bar, diameter = 18mm, height = 16 m混凝土梁、混凝土钢桁、钢筋，直径= 18mm, 高度 = 16 mTon 吨0,0317Concrete cap, abutment, poles, diameter = 18 mm混凝土桩台、桥台、柱子，直径= 18mmTon 吨2,3718Cleaning foundation清洁地基m248,0019Rock foundation padding concrete 4x6, width = 250cm. Mortar M200岩石地基混凝土垫层：4x6，宽度 = 250cm. M200灰浆m37,2020Concrete rock foundation 1x2 width = 250cm. Mortar M1001x2混凝土岩石地基，宽度 = 250cm，M100灰浆m33,5021Building straight wall, thickness = 11cm, height = 4m. Mortar XM M75建筑竖墙，厚度= 11cm, 高度 = 4m. XM M75灰浆m320,6022Angle steel 100x100x10100x100x10角钢kg762,5523Wal roof with the length of = 2m墙顶，长度= 2m 100m20,4424Laminated folding door层压折叠门m22,0025Installation of steel folding door, accordition door.安装钢折叠门m22,0026Steel flower inside the door and allumium frame门内的钢花及铝框架m214,0427Installation of steel and allumium frame安装钢框架和铝框架m214,0428Balcony steel 钢制阳台Ton 吨1,5529Installation of plastic and connection pipes by joint method - the leghth of pipe is 8M, diameter of 40 mm安装塑料管并使用接头连接- 管长8M, 直径为40mm100m6,0030Producing concrete mortar by on-site mixing station在现场搅拌站配制混凝土M3474,7831Carrying concrete mortar, distance of = 2,0km运送混凝土灰浆，距离= 2,0km100m34,755. PRESSURE TUNNEL 5压力隧道No. 编号CONTENTS内容UNIT单位QUATITY数量Excavating and strenthening the tunnel mouth No.1 (water inlet)挖掘和加固1号隧道口（进水口）1Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade III 挖土填坑或倾至抛泥场。土壤等级3100m3162,502Carrying rock, distance of = 1000. Soil grade III搬运石头，距离1000。土壤等级3100m3162,503Digging, excavating to fill the hole or tipping to the disposal site or collection areas. Soil grade IV挖土填坑或倾至抛泥场。土壤等级4100m3108,334Carrying rock, distance of = 1000. Soil grade IV搬运石头，距离1000。土壤等级4100m3108,335Excavating holes of construction foudation with driller D76mm, Soil grade III用D76毫米钻孔机钻出地基孔，土壤等级3100m336,966Excavating holes of construction foudation with driller D76mm, Soil grade IV用D76毫米钻孔机钻出地基孔，土壤等级4100m386,247Shovel rock of blasting to transportation means. 将爆破后的石头铲到运输工具上。100m3123,208Carrying rock, distance of = 1000. 搬运石头，距离1000。100m3123,209Dry masonry, create plan with mortar excess. Concrete mortar M75干砌，用多余的灰浆抹平表面。混凝土灰浆M75m31.496,8010Building plan with paving stone, concrete mortar M100表面铺筑石块整平，混凝土灰浆M100m3903,2011Ballast filter layer 4 x 6道渣过滤层4 x 6100m39,6012Technical place, preparing foundation of the work技术位置，准备工程的地基100m273,3813Making joint section with PVC plastic pipes与PVC塑料管连接m15,00Excavating and strengthening the tunnel gate No. 2 )挖掘和加固2号隧道式浇口14Excavating and shovelling rock and soil, distance 1000m. Soil grade C4挖出及铲除石头和泥土，距离为1000米。土壤质量等级C4100m310,8115Carrying with, distance = 500. Soil gradeIV搬运，距离500。土壤等级4100m310,8116Excavating the hole of foudation with driller of D76mm, rock grade III用D76毫米钻孔机钻出地基孔，土壤等级3100m358,3717Excavating the hole of foudation with driller of D76mm, rock grade IV用D76毫米钻孔机钻出地基孔，土壤等级4100m338,9218Shovel rock after blasting to the transportation means爆破后将碎石铲到运输工具上。100m397,2919Carrying rock, distance = 500m 搬运，距离500。100m397,2920Dry masonry, create plan with mortar excess. Concrete mortar M75干砌，用多余的灰浆抹平表面。混凝土灰浆M75m3120,0021Ballast filter layer 4 x 6道渣过滤层4 x 6100m30,6022Technical place, preparing foundation of the work技术位置，准备工程的地基100m262,45Excavating and strengthening Main tunnel挖掘和加固主隧道23Digging the tunnel td 6 m2, transportation to the mouth of tunnel, distance bq 500 m挖掘隧道td 6 m2，运至隧道口，距离bq500米m319.960,0024Shovel rock after blasting to the transportation means爆破后将碎石铲到运输工具上。100m3199,6025Carrying rock, distance= 1000m 搬运石头，距离1000米。100m3199,6026Drill hole of 42mm to imbed anke, soil grade II钻 42毫米的孔以埋入anke，土壤质量等级21