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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Physical documents not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Physical documents not submitted |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
10 Sept 2025, 3:00 pmClosed
Executive Engineer
NH Division PWD Rudraprayag
Construction of R/wall by gabions on NH 107 at Rudraprayag Bypass sinking zone from km 1.500 to km 2.000 for Temporary Restoration and smooth vehicle movement Under E.R.
2025_MoRTH_875920_1
2388/Nivida Suchna Dated 02.09.2025
Open Tender
Civil Works - Roads
Item Rate
60 days
Rudraprayag-Gaurikund Motor Road
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE NH Rudraprayag
₹1.2 L
11 Sept 2025
3 Sept 2025
11 Sept 2025
3 Sept 2025
10 Sept 2025
3 Sept 2025
Amount
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Mechanical Means (Depth upto 3 m)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). For grading-II Material.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
BALBIR SINGH (BID ID -3280397)
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