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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance | -36.01% | ₹4.1 L | L1 | Admitted-Finance |
| 2 | L2₹4.1 LAdmitted-Finance | -35.50% | ₹4.1 L | L2 | Admitted-Finance |
| 3 | L3₹4.2 LAdmitted-Finance | -35.00% | ₹4.2 L | L3 | Admitted-Finance |
| 4 | L4₹4.3 LAdmitted-Finance | -33.50% | ₹4.3 L | L4 | Admitted-Finance |
| 5 | L5₹4.3 LAdmitted-Finance | -32.01% | ₹4.3 L | L5 | Admitted-Finance |
Tender Value
₹6.4 L
EMD Value
₹12,780
Closing Date
30 Jan 2026, 4:00 pmClosed
Executive Engineer
Mini Sectt Bandipore
Restoration of damaged double tier crate work alongwith the pitching on right side embankment of Erin Nallah at Lankergund at RD 7500 mtr Bandipore
2026_IFC_300779_2
E-NIT No 16 of 2025-2026
Open Tender
Civil Works
20 days
Bandipore
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Yes
Executive Engineer
₹12,780
Yes
13 Feb 2026
16 Jan 2026
31 Jan 2026
16 Jan 2026
30 Jan 2026
16 Jan 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
Hand packing stones into wire crates excld. Cost of crates and stones
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
On Slopes
Labour charges on a/c of extraction, collection, stacking sorting of boulders from different pockets of nallah incld. Carriage by manual labour, royaity, taxes etc complete
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth, Deduct for not watering the excavated earth for banking & Deduct for not breaking clods also.
Carriage of materials from source to road site of work by mechanical transport incld. Loading unloading and stacking: Wire crates for an av lead of 10 km
Carriage of materials from road site to site of work by manual labour incld. Loading unloading and stacking for an av lead of 50 mtr. Wire crates
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