BRR : 10290749
Tender Brief : Tender For R/R Damages on khalanoo to Mahan Road Km. 0/00 to 2/800) (SH:- C/OWire Crates R/wall with PCC Toe wallat RD. 1/785 to 1/810) - Earth work 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 any lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinnary soil up 3 m depth including entire carriage of material with in all leads and liftsas per entire satisfactionand di... Read More
Tender Value
₹
7,16,113
Submission Date
10-09-2025
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 | 6,44,573.31 | L1 | |||
| 2 | cnet-technologies | Bid Analytics | 7,01,790.74 | L2 |
Work Detail
tender for r/r damages on khalanoo to mahan road km. 0/00 to 2/800) (sh:- c/owire crates r/wall with pcc toe wallat rd. 1/785 to 1/810) - earth work 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 any lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinnary soil up 3 m depth including entire carriage of material with in all leads and liftsas per entire satisfactionand direction of engineer-in-charge. 2 providing and laying 1:5:10 (one cement : five sand : ten graded crushed stone aggregate 40mm (forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals. 3 providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) dia. gi wire conforming to is: 280 and is: 4826 in 100mm x 100mm ( one hundred millimetre into one hundred millimetre) mesh (woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighting not less than 25kg (twenty five kilogram) each as per drawing and technical specification clause 1301including carriage of materials with in all leads, lifts and other incidentals. 4 back filling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8. granular materialincluding carriage of materials with in all leads, lifts and other incidentals or as per the direction of engineer-in-charge.
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