2BangTienluongFINAL译文.docx

1、2BangTienluongFINAL译文 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

2、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. S

3、oil 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 c

4、onstruction 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 d

5、etonation, 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

6、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 laye

7、r 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 br

8、ace, 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 spec

9、ial 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

10、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

11、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 drill

12、er 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= 300m10

13、0m3112,2511Filling 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= 1000.100m

14、3104,1314Carrying 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 agg

15、regate 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。100m3

16、702,4021Carrying 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 statio

17、n.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 h

18、oles 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2,7531Plas

19、tic 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,

20、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

21、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 conc

22、rete 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UN

23、IT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 fro

24、m 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7D

25、igging, 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 3

26、0m, 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 d