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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.9 LAdmitted-Fee/PreQual/Technical/Finance | -25.25% | ₹14.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.7 L+₹2.8 L (18.9%)Admitted-Fee/PreQual/Technical/Finance | -11.11% | ₹17.7 L+₹2.8 L (18.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹17.7 L+₹2.8 L (19.1%)Admitted-Fee/PreQual/Technical/Finance | -11.00% | ₹17.7 L+₹2.8 L (19.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹19.9 L
EMD Value
₹39,840
Closing Date
19 Aug 2026, 3:00 pmClosed
Xen IFC Sopore
Xen IFC Sopore
Botingoo Nallah Flood Protection work on Botingoo Nallah at RD 2100M (Approx length 180 m).
2026_IFC_320853_5
enit.08.IFCD.SPR.2026.27
Open Tender
Civil Works
Percentage
485 days
Sopore
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
Chief Engineer IFC Dept Srinagar
₹39,840
25 Aug 2026
13 Aug 2026
20 Aug 2026
13 Aug 2026
19 Aug 2026
13 Aug 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. | 594.48 | Cum | 187.3 | ₹1,11,346.1 |
| 2 | Dumping stone including cost of stones.in Horizontal on level | 64.3 | Cum | 937.9 | ₹60,306.97 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 8.43 | Cum | 5,202.9 | ₹43,860.45 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 156.46 | Cum | 6,591.25 | ₹10,31,266.98 |
| 5 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | 126 | Cum | 3,350.85 | ₹4,22,207.1 |
| 6Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
| 6.1 | Foundations, footings, bases for columns | 521.56 | Sqm | 286.35 | ₹1,49,348.71 |
| 7Carraige of materials from souce to actual site of work by Mechanical transport including cost of loading, unloading and stacking etc | |||||
| 7.1 | Stone soling and Boulder for an avg lead of 15 kms | 171.4 | Cum | 405.31 | ₹69,470.13 |
| 7.2 | stone Aggregate 40 mm for an avg lead of 25 kms | 7.58 | Cum | 505.64 | ₹3,832.75 |
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