BRR : 10532337
Click Here To View Tendering Authority. Price Bid City/State :  jubbal, Himachal Pradesh
Tender Brief : Repair Renovation Damages On Kuddu Dhadi Saraji Road Km 0/00 To 11/570 Sh Construction Of Boundary Wall In Wire Crate At Rd 5/810 To 5/850 , Excavation In Soil In Hilly Areaby Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto 1.5 M And A Lead Upto 20 Mas Per Technical Specification Clause 1603.1 And As Per Hppwd, Specification Of 1990 Volume-I, Or As Directed By The Engineer-In-Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Br... Read More
Tender Value
4,55,462
Submission Date
22-10-2025
Participated Bidder List
2 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 4,64,571 L1
2 cnet-technologies Bid Analytics 4,78,235 L2
Work Detail
repair renovation damages on kuddu dhadi saraji road km 0/00 to 11/570 sh construction of boundary wall in wire crate at rd 5/810 to 5/850 , excavation in soil in hilly areaby manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 mas per technical specification clause 1603.1 and as per hppwd, specification of 1990 volume-i, or as directed by the engineer-in-charge. , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per hppwd, specification of 1990 volume-i or as directed by the engineer-in-charge , providing and laying of boulder apron laid in wire crates with 4 mm dia gi wire conforming to is:280 and is:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301 including all leads and liftsas per hppwd, specification of 1990 volume-i as directed by the engineer-in-charge
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