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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 0 LONPO PA CHUCHOT YOKMA KUZAY LEH LADAKH LEH LADAKH UT 194101 | LEH LADAKH | LADAKH | 194101 | Accepted-Technical All document complete |
| 2 | Accepted-Technical | Accepted-Technical All document complete |
| 3 | Accepted-Technical | Accepted-Technical All document complete |
| 4 | Accepted-Technical THIKSEY | LEH LADAKH | LADAKH | 194101 | Accepted-Technical All document complete |
Tender Value
₹50.5 L
EMD Value
₹1.0 L
Closing Date
15 May 2026, 2:00 pmClosed
Executive Engineer REW Leh
REW Leh
Construction of Link Road from Yokmapa to Hiker Hut Sand Dune Hunder RD (900-1400)
2026_RDD_18836_1
08- UTL REW Leh of 2026-27
Open Tender
Civil Works - Others
Percentage
60 days
Leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Payable To Executive Engineer REW Leh
₹1.0 L
18 May 2026
24 Apr 2026
18 May 2026
24 Apr 2026
15 May 2026
24 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 | Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. | - | cum | - | - |
| 2 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : all kinds of soil. Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking | - | cum | - | - |
| 3 | Random rubble masonry with hard stone laid mud mortar in foundation, plinth & walls Laid with bond stone, all complete as per engineer incharge. | - | cum | - | - |
| 4 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | - | cum | - | - |
| 5 | carriage of stone by mechanical transport over the lead of 15 kms | - | cum | - | - |
| 6 | carriage of cement by mechanical transport over the lead of 120 kms | - | cum | - | - |
| 7 | carriage of sand and Agg. By mechanical transport Over the lead of 5 km | - | cum | - | - |
| 8 | carriage of earth by mechancial transport over the lead of 2 km | - | cum | - | - |
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BOQ_44986.xls
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