BRR : 9496904
Tender Brief : Tender For Work Of Side Track From Near Chitt Pond To Baiskhawaja Main Road At Abu Dhabi Chipaiti - Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply o... Read More
Tender Value
₹
13,01,100
Submission Date
06-06-2025
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | |||||
| 3 | cnet-technologies | Bid Analytics |
Work Detail
tender for work of side track from near chitt pond to baiskhawaja main road at abu dhabi chipaiti - earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ m in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 m distance as directed by the engineer incharge including supply of roller and water required for proper completion of work as per most specification no. 301.2.1 including roytalty with 5km carted. 2 construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2. 3 providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification clause 1504 4 class-150 brick in 1:3 cement and coarse sand of 1.25 fm mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (s.i. no. 307) 5 providing and laying cement concret in m-15 not lass then strength of m 1:50 stone grit 20 mm. nominal size ........ all complete(s.ino.. 279a) 6 add 18% gst
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