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Tender Value
₹9.2 L
EMD Value
₹18,300
Closing Date
29 Sept 2026, 2:00 pm2d left
Executive Engineer REW Leh
Executive Engineer Rural Engineering Wing Leh
Construction of road Siti to Community Hall at Stakmo
2026_RDD_19591_2
42- UTL REW Leh of 2026-27
Open Tender
Civil Works - Others
Percentage
30 days
Leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹200
Payable To Executive Engineer REW Leh
₹18,300
Yes
22 Sept 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 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 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne 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. 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 All kinds of Soil. | 984.84 | Cum | - | - |
| 2 | Providing and laying of MS pipe 1' dia. All complete job | 6 | NO | - | - |
| 3 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | 35.02 | 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) | 20.9 | Sqm | - | - |
| 5 | Carriage of cement average lead upto 10 km by mechanical transport | 3.22 | mt | - | - |
| 6 | Carriage of sand and course aggregate average lead upto 10 km by mechanical transport | 16.79 | cum | - | - |
| 7 | Carriage of stone average lead upto 8 km by mechanical transport | 35.02 | cum | - | - |
| 8 | CARRIAGE OF EARTH AVG LEAD UPTO 10 KM BY MT | 393.94 | cum | - | - |
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