BRR : 11608900
Click Here To View Tendering Authority. Price Bid City/State :  Shimla, Himachal Pradesh
Tender Brief : Tender for repair renovation Damages On Kharapathar To Mandhole Road Km 0/00 To 13/120 (Sh- Construction Of Boundary Wall At Rd 4/800 To 4/820) , Excavation In Soil In Hilly Area In All Kind Of Sand By Mechanical/Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto Any Lead And Lift As 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, C... Read More
Tender Value
3,73,154
Submission Date
08-07-2026
Participated Bidder List
4 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 3,91,812 L3
2 cnet-technologies Bid Analytics 3,58,228 L2
3 cnet-technologies Bid Analytics 4,03,007 L4
4 cnet-technologies Bid Analytics 3,54,497 L1
Work Detail
tender for repair renovation damages on kharapathar to mandhole road km 0/00 to 13/120 (sh- construction of boundary wall at rd 4/800 to 4/820) , excavation in soil in hilly area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as 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 suitable material.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 concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 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 lifts as per hppwd, specification of 1990 volume-i as directed by the engineer-in-charge , removal of land slide in hillyarea in ordinary rock not requiring blasting by mechenical means i/c cutting and trimming of slops and disposal of cut material within lift upto 1.5m and lead upto 1000m as per hppwd,technical specification 302.3.5 and 1611 including all leads and lifts as per hppwd, specification of 1990 volume-i as directed by the engineer-in-charge
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