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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Finance | -41.57% | ₹5.1 L | L1 | Admitted-Finance |
| 2 | L2₹5.1 L+₹1,685.78 (0.33%)Admitted-Finance | -41.38% | ₹5.1 L+₹1,685.78 (0.33%) | L2 | Admitted-Finance |
| 3 | L3₹5.1 L+₹4,017.92 (0.79%)Admitted-Finance | -41.11% | ₹5.1 L+₹4,017.92 (0.79%) | L3 | Admitted-Finance |
| 4 | L4₹5.6 L+₹52,582.35 (10.3%)Admitted-Finance | -35.55% | ₹5.6 L+₹52,582.35 (10.3%) | L4 | Admitted-Finance |
| 5 | L5₹6.0 L+₹86,210.59 (16.9%)Admitted-Finance | -31.70% | ₹6.0 L+₹86,210.59 (16.9%) | L5 | Admitted-Finance |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
2 May 2026, 4:00 pmClosed
Executive Engineer
Mini Sectt Bandipore
Annual stage contract for restoration and maintenance/ pre-emptive flood works on Madhumati Nallah, Erin Nallah and other tributaries in the jurisdiction of Flood Control Sub Division Bandipore for the year 2026-2027
2026_IFC_308288_1
E-NIT No of 02 of 2026-2027
Open Tender
Civil Works
Percentage
Bandipore
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Ex
₹28,000
Yes
7 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
2 May 2026
21 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer in-charge:all kinds of soil:-1 meter from cutting edge | - | Cum | - | - |
| 0.0 | 25 meter beyond 1 m from cutting edge | - | Cum | - | - |
| 0.0 | 50 meter beyond 1m from cutting edge | - | Cum | - | - |
| 0.0 | Earth work in bulk excavation by manual means 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. | - | Cum | - | - |
| 0.0 | Ordinary rock | - | cum | - | - |
| 0.0 | Earth work in bulk excavation by mechanical eans (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. | - | Cum | - | - |
| 0.0 | Ordinary rock | - | Cum | - | - |
| 0.0 | 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. | - | Cum | - | - |
| 0.0 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. | - | Cum | - | - |
| 0.0 | Deduct for not watering the excavated earth for banking. | - | Cum | - | - |
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