BRR : 11175990
Click Here To View Tendering Authority. Technical Bid City/State :  Kota, Rajasthan
Tender Brief : Tender For Nagar Nigam Kota Ward No 62 Chandrashekar Affordable Near Green Belt Vikas Work 6 Nit 1-- 1 Work Name 2 Earth Work In Excavation For Roadway, Including Trimming Bottom And Side Slopes In Accordance With Requirement Of Line, Grades And Cross Sections, Including Disposal Of Surplus Material With All Lift And Lead Upto 1000 Metre As Per Mort&H Specification Clause 301. In All Type Of Soil 3 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material (Table 400-1), Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix I... Read More
Tender Value
1,06,16,000
Submission Date
27-04-2026
Participated Bidder List
6 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
4 cnet-technologies Bid Analytics
5 cnet-technologies Bid Analytics
6 cnet-technologies Bid Analytics
Work Detail
tender for nagar nigam kota ward no 62 chandrashekar affordable near green belt vikas work 6 nit 1-- 1 work name 2 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301. in all type of soil 3 providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), 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 mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - iii material 4 providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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