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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43,712.18Admitted-Fee/PreQual/Technical/Finance | -30.00% | ₹43,712.18 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹49,956.77+₹6,244.60 (14.3%)Admitted-Fee/PreQual/Technical/Finance ANANTNAG ANANTNAG JAMMU AND KASHMIR | ANANTNAG | JAMMU AND KASHMIR | 192101 | -20.00% | ₹49,956.77+₹6,244.60 (14.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹51,761.46+₹8,049.28 (18.4%)Admitted-Fee/PreQual/Technical/Finance | -17.11% | ₹51,761.46+₹8,049.28 (18.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹62,000
EMD Value
₹1,240
Closing Date
10 Jul 2026, 4:00 pmClosed
Executive Engineer
Irrigation Division Shopian
Bed treatment of delivery channel of LIS Rakhi Momen
2026_IFC_314460_4
fresh e-NIT 14 of 2026-27
Open Tender
Civil Works
Percentage
10 days
Shopian
see tender documents
2 documents required · 2 mandatory
₹100
Executive Engineer
₹1,240
25 Jul 2026
3 Jul 2026
11 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 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 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 15.2.1 1:3:6 or richer mix (i/c equivalent design mix) | 3.5 | Cum | 1,725.2 | ₹6,038.2 |
| 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 40 mm nominal size) | 2.8 | Cum | 5,202.9 | ₹14,568.12 |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 5 | Cum | 6,591.25 | ₹32,956.25 |
| 4 | Carriage of material by Mechanical Transport .
Sand avg. lead of 20km | 3.66 | Cum | 409.94 | ₹1,500.38 |
| 4.01 | 20 mm agg. Avg. lead of 20 kms | 4.5 | Cum | 409.94 | ₹1,844.73 |
| 4.02 | 40 mm agg. Avg. lead of 20 kms | 2.52 | Cum | 445 | ₹1,121.4 |
| 4.03 | Cement avg. lead of 05 kms | 2.07 | MT | 178.43 | ₹369.35 |
| 5 | Extra carrriage of Materails by Head Load of 200M
Sand | 3.66 | Cum | 331.74 | ₹1,214.17 |
| 5.01 | 20 mm agg. | 4.5 | Cum | 331.74 | ₹1,492.83 |
| 5.02 | 40 mm agg. Avg. | 2.52 | Cum | 358.63 | ₹903.75 |
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