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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical C O RAMESH KUMAR C O RAMESH KUMAR BHAGWATI NAGAR KISHTWAR KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | Accepted-Technical Techno-Commercially Qualified |
| 2 | Accepted-Technical 1073 214 MATTA ROAD HIDYAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | Accepted-Technical Techno-Commercially Qualified |
| 3 | Accepted-Technical | Accepted-Technical Techno-Commercially Qualified |
| 4 | Accepted-Technical | Accepted-Technical Techno-Commercially Qualified |
| 5 | Accepted-Technical | Accepted-Technical Techno-Commercially Qualified |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
27 Jan 2026, 6:00 pmClosed
DGM (CnP)
Deputy General Manager (CnP), Pakal Dul HE Project, CVPP, Chenab Nagar-II, Kishtwar, JnK-182206
Widening of road along critical sections from Bhandarkoot to Drangdooru Dam Site of PDHEP, CVPPL, Kishtwar, JnK
2026_CVPP_892492_1
CVPPL/PDHEP/CnP/NIT-336/2026/ 07 Date 05.01.2026
Open Tender
Civil Works - Roads
Works
180 days
PDHEP, CVPPL
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
PDHEP, CVPPL
₹2.9 L
Yes
11 Mar 2026
5 Jan 2026
30 Jan 2026
5 Jan 2026
27 Jan 2026
5 Jan 2026
Earth 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. All kinds of soil.
Earth 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. Ordinary Rock.
Earth 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. Hard Rock (Blasting Prohibited)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. Nallah
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm
Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm
Supplying and stacking at site Graded crushed stone aggregate of size 53mm to 22.4mm
Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size (Type A)
Supplying and stacking at site Graded crushed stone aggregate of size 11.2 mm nominal size (Type B)
Supplying and stacking at site Graded crushed stone aggregate of size. Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
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