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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical H NO 122 AMBIKA VIHAR POONCH HOUSE TALAB TILLO JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | 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
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
10 Apr 2026, 6:00 pmClosed
DGM (CnP)
Deputy General Manager (CnP), Pakal Dul HE Project, CVPP, Chenab Nagar-II, Kishtwar, JnK-182206,
Widening of Road from Bhandarkoot to Drandooru- Dam Site of PDHEP (RD 1/300 to 2/300) km,CVPPL,JnK
2026_CVPP_903235_1
CVPPL/PDHEP/CnP/NIT-339/2026/ 184 Date 20.03.2026
Open Tender
Civil Works - Roads
Works
240 days
PDHEP, CVPPL
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
PDHEP, CVPPL
₹6.4 L
Yes
24 Jun 2026
20 Mar 2026
16 Apr 2026
20 Mar 2026
10 Apr 2026
20 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 | 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. | 8,721.94 | Cum | - | - |
| 2 | 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. | 1,026.11 | Cum | - | - |
| 3 | 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) | 513.06 | Cum | - | - |
| 4 | 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) | 509.29 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 900 | Sqm | - | - |
| 6 | 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 | 987.06 | Cum | - | - |
| 7 | 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 andcuring complete with: Cement mortar 1:6 (1 Cement : 6coarse sand) (Stone available at site from excavated material) | 1,539.17 | Cum | - | - |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. Nallah | 1,817.11 | Cum | - | - |
| 9 | 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. | 3,772.2 | Sqm | - | - |
| 10 | Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm | 494.16 | Cum | - | - |
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NITRoad.pdf
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