BRR : 9190439
Click Here To View Tendering Authority. Technical Bid City/State :  Bharatpur, Rajasthan
Tender Brief : Tender For Alwar Road To Suresh Rambabu Wali Gali C.C. Renovation Ward No. 04 - Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer Cement Concrete Grade M-15 and above and PCC blocks 2 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-... Read More
Tender Value
₹ 11,50,000
Submission Date
30-08-2025
Participated Bidder List
8 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
7 cnet-technologies Bid Analytics
8 cnet-technologies Bid Analytics
Work Detail
tender for alwar road to suresh rambabu wali gali c.c. renovation ward no. 04 - dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cementconcrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks 2 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 beless 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 a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenanceof diversion. 3 providing and laying un-reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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