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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | -34.70% | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹7.2 L (3.22%)Admitted-Finance | -32.60% | ₹2.3 Cr+₹7.2 L (3.22%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹27.7 L (12.3%)Admitted-Finance WATHORA CHADOORA BUDGAM KASHMIR J K 191113 | CHADOORA | BUDGAM | JAMMU AND KASHMIR | 191113 | -26.66% | ₹2.5 Cr+₹27.7 L (12.3%) | L3 | Admitted-Finance |
| 4 | L4₹2.8 Cr+₹50.3 L (22.3%)Admitted-Finance | -20.11% | ₹2.8 Cr+₹50.3 L (22.3%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
4 May 2026, 4:00 pmClosed
Executive Engineer IFCD Ganderbal
Executive Engineer IFCD Ganderbal
Construction of balance Flood protection Work on Sindh Nallah and Zojilla Nallah Phase 04.
2026_IFC_308176_1
eNIT NO 10 OF 2026-27
Open Tender
Civil Works
Percentage
730 days
Ganderbal
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Executive Engineer IFCD Ganderbal
₹6.9 L
O/O the SE Hydarulic Circle Sgr
14 May 2026
20 Apr 2026
5 May 2026
20 Apr 2026
4 May 2026
20 Apr 2026
22 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 |
|---|---|---|---|---|---|
| 1 | 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 : | - | Cum | - | - |
| 2 | Hand-packing stones in wire-crates; excluding cost of crates and stones | - | Cum | - | - |
| 3 | 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. | - | Cum | - | - |
| 4 | Extraction / collection of stone boulders / supply of stone boulders including all sorts of carriage mechinical/manual upto actual site of work including all leads and lifts Complete job as directed by Engineer-in-Charge. | - | Cum | - | - |
| 5 | Supply of GI wire crates of specified size 16' × 16', made of 4 mm dia GI wire with 4" × 4" mesh (100 mm × 100 mm) including proper fabrication, weaving, binding and testing from any Government-approved testing agency, confirming to relevant IS standards, and including carriage by all means up to site of work, stacking, handling, and all incidental charges, complete in all respects as per directions of Engineer-in-Charge. | - | Sft | - | - |
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