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Tender Value
₹4.9 L
EMD Value
₹9,780
Closing Date
5 Oct 2026, 4:00 pm
Executive Engineer Irrigation Division No.II Jammu
Jammu
MRC D-9 IMPROVEMENT STRENGTHENING OF DAMAGED RIGHT SIDE BANK AT RD 13350 OPPOSITE PETROL PUMP NEAR ROYAL PALACE
2026_IFC_326180_5
e-NIT No. 13 of 09/2026-27
Open Tender
Civil Works - Canal
Percentage
15 days
Jammu
Refer tender documents
2 documents required · 2 mandatory
₹200
Executive Engineer Irrigation Division No. II Jamm
₹9,780
26 Sept 2026
26 Sept 2026
6 Oct 2026
26 Sept 2026
5 Oct 2026
26 Sept 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. | 32 | Cum | 187.3 | ₹5,993.6 |
| 2 | 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 20 mm nominal size) | 3.6 | Cum | 5,202.9 | ₹18,730.44 |
| 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 62.1 | Cum | 5,733.6 | ₹3,56,056.56 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 168 | Sqm | 286.35 | ₹48,106.8 |
| 5 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) | 80 | sqm | 283.8 | ₹22,704 |
| 6 | 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. | 25.6 | Cum | 180.55 | ₹4,622.08 |
| 7 | Disposal of Unservicable material/mulba by MT about 4km average lead. | 3 | Cum | 183.58 | ₹550.74 |
| 8 | Carriage of Sand & Bijari for an average distance of 15 KM | 93.6 | Cum | 344.49 | ₹32,244.26 |
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