BRR : 10831638
Click Here To View Tendering Authority. Price Bid City/State :  Shimla, Himachal Pradesh
Tender Brief : Tender for repair renovation Damages On Link Road To Sari Dhar Km 0/00 To 6/00 (Sh-C/O Boundary Wall At Rd 3/780 To 3/795 & Retaining Wall At Rd 3/795 To 3/820 & Retaining Wall At Rd 5/210 To 5/235) (Pauta Sari Dhar Road) , 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 ... Read More
Tender Value
19,57,902
Submission Date
16-02-2026
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 19,97,060 L1
2 cnet-technologies Bid Analytics 20,55,797 L2
Work Detail
tender for repair renovation damages on link road to sari dhar km 0/00 to 6/00 (sh-c/o boundary wall at rd 3/780 to 3/795 & retaining wall at rd 3/795 to 3/820 & retaining wall at rd 5/210 to 5/235) (pauta sari dhar road) , 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 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203.(1:6:12) , 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 , random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone of approved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per hppwd,. specification of 1990 volume-i, asdirected by the engineer-in-charge. , construction of dry
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