BRR : 10176209
Tender Brief : Construction of Dochi Mehana Sarhana Sarot Raika Road Km 0/00 To 6/00 Sh C/O R/Wall At Rd 5/210 To 5/216 And 5/905 To 5/915 , Excavation In Soil In Hilly Areas By Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto 1.5 M And Lead Up To 20 M As Per Drawing And Technical Specifications Clause 1603.1 , Earthwork In Excavation For Structure As Per Drawing And Technical Secifications Clause 305. 1 Including Setting Out Construction Of Shoring Bracing Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M Dressing... Read More
Tender Value
₹
3,70,323
Submission Date
26-05-2025
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 | 3,77,729 | L1 | |||
| 2 | cnet-technologies | Bid Analytics | 3,88,839 | L2 |
Work Detail
construction of dochi mehana sarhana sarot raika road km 0/00 to 6/00 sh c/o r/wall at rd 5/210 to 5/216 and 5/905 to 5/915 , excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and lead up to 20 m as per drawing and technical specifications clause 1603.1 , earthwork in excavation for structure as per drawing and technical secifications clause 305. 1 including setting out construction of shoring bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfling in trenches with excavated suitable material. , providing concrete for laying concrete cement in open foundation complete as per drawing & tech. specifications as per clause 802, 803, 1202, 1203 p.c.c. ( 1:6:12) , stone masonary in cement mortar for substructure complete as per drawing amd technical specifications clause 702, 704, 1202 and 1204 random rubbie masonary in cement mortar (1:6) , p/l of weepholes at gradient of 1:20 penetrating throught the complete width of the wall as per drawing and technical specifications to the satisfaction of engineer in charge , backfilling behind retaining wall and wing wall with boulders including all leads and lifts as per direction of engineer in charge
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