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1、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 g
2、rade 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。100m3260,00
3、4Transporting 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
4、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 transport
5、ation 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=
6、 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
7、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18m
8、m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 mi
9、xer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 area
10、s. 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
11、 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10
12、0m313,477Excavating 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 bas
