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Tender ID
Tender Value
₹74.4 L
EMD Value
₹1.5 L
Closing Date
22 May 2026, 4:00 pmClosed
Executive Engineer INFC Division Kargil
Executive Engineer INFC Division Kargil
Construction of flood protection Bund at Foker Nallah for a length of 300Mtr on Both sides of Nallah at required spots near Khangkhor shagaran Serjing / Halongs Serging
2026_PWD_18894_1
e-Tender 04 of 2026-27 INFC Kargil
Open Tender
Civil Works - Canal
Percentage
120 days
Fokar Kargil
Please Refer To NIT
4 documents required · 4 mandatory
₹750
Executive Engineer INFC Division Kargi
₹1.5 L
7 May 2026
7 May 2026
23 May 2026
7 May 2026
22 May 2026
7 May 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer incharge | |||||
| 1.01 | All Kind of Soil 100% | 918 | Cum | 154.8 | ₹1,42,106.4 |
| 2 | Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete.. | 972 | Cum | 5,330 | ₹51,80,760 |
| 3 | Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness | 2,880 | Sqm | 470.6 | ₹13,55,328 |
| 4 | 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 | 91.8 | Cum | 162.9 | ₹14,954.22 |
| 5 | Disposal of excavated eavailable earth from cutting, lead upto 200mtr by Head Load | 229.5 | Cum | 247.4 | ₹56,778.3 |
| 6 | Diversion / Dewatering during execution of work as per the direction of site engineer. | 1 | No | 24,600 | ₹24,600 |
| 7Carriage of material from source to site of work including loding un loading and stacking complete | |||||
| 7.01 | (i)(Sand/ Agg) by an avg lead of 50 Km by MT | 171.07 | Cum | 475.4 | ₹81,326.68 |
| 7.02 | (ii)Cement by an avg lead of 50 Km by MT | 1,040.04 | MT | 499.4 | ₹5,19,395.98 |
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