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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All conditions fullfilled |
| 2 | Accepted-Technical 0 BAROO BAROO KARGIL KARGIL LADAKH 194103 | KARGIL | LADAKH | 194103 | Accepted-Technical All conditions fullfilled |
| 3 | Rejected-Technical CHUSHUL LADAKH | Rejected-Technical Turnover,experience certifcates and affidavit missing |
Tender Value
₹33.0 L
EMD Value
₹66,000
Closing Date
23 Mar 2026, 4:00 pmClosed
Executive Engineer CD-II PDC Kargil
CD-II PDC Kargil Baroo
Balance work of Reconstruction/ Remodeling of Tail Race channel along with slope protection work Part 1 at MHS Haftal under Reconstruction/Remodeling of open and covered power channel, Inundation channel, widening and strengthening of Tailrace
2026_PDNRE_18590_1
CDII/PDC/K/06of2025-26
Open Tender
Civil Works - Canal
Percentage
Sani Zanaskar
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Payable To Accounts officer PDC Kargil
₹66,000
28 Sept 2026
10 Mar 2026
24 Mar 2026
10 Mar 2026
23 Mar 2026
10 Mar 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 | Removal of deposited silt and Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | 88.48 | cum | 2,452.55 | ₹2,17,001.62 |
| 2Earth 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 | |||||
| 2.01 | All kind of soil @ 60% | 52.8 | cum | 191.25 | ₹10,098 |
| 2.02 | Ordinary Rock @ 30% | 26.4 | cum | 392.8 | ₹10,369.92 |
| 2.03 | Hard Rock blasting prohibited @ 10% | 8.8 | cum | 1,196.1 | ₹10,525.68 |
| 3Earthwork in excavation by manual/mechanical means in trench for foundation of drain (not exceeding 1.5mtr in width) including disposal of excavated earth upto 1 mtr from the cutting edge, disposed earth to be leveled and neatly dressed | |||||
| 3.01 | All kind of soil @50% | 72.56 | cum | 262.7 | ₹19,060.2 |
| 3.02 | Ordinary Rock @ 30% | 43.53 | cum | 493.5 | ₹21,484.03 |
| 3.03 | Hard Rock blasting prohibited @ 20% | 29.02 | cum | 1,196.05 | ₹34,711.76 |
| 4 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface including Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. | 709.44 | sqm | 1,041.3 | ₹7,38,739.87 |
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BOQ_44595.xls
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