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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical AS PER TECHNICAL EVALUATION |
| 2 | Accepted-Technical 196 NAGOO NOOR BAGH NOOR BAGH BARAMULLA JAMMU KASHMIR 193101 UDYAM JK 03 0039827 | BARAMULLA | JAMMU AND KASHMIR | 193101 | Accepted-Technical AS PER TECHNICAL EVALUATION |
| 3 | Accepted-Technical | Accepted-Technical AS PER TECHNICAL EVALUATION |
| 4 | Accepted-Technical GINGLE URI BARAMULLA J K | BARAMULLA | JAMMU AND KASHMIR | 193122 | Accepted-Technical AS PER TECHNICAL EVALUATION |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-NOT SUBMITTED THE OFFLINE DOCUMENTS AND TENDER FEE |
Tender Value
₹22.0 L
EMD Value
₹44,000
Closing Date
22 Apr 2026, 5:00 pmClosed
ASHISH RANJAN, DGM (PCS)
PCS COMPLEX
Repair of damaged collapsed boundary wall near pump house and between Morcha No-3 and 4 at Gingle colony of Uri Power Station.
2026_NHPC_904770_1
NH/UPS/PCS/C-147/NIQ-121/488 Dated 07/04/2026
Open Tender
Civil Works
Works
60 days
GINGLE BARAMULLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC Limited Uri Power Station
₹44,000
Yes
18 May 2026
8 Apr 2026
25 Apr 2026
8 Apr 2026
22 Apr 2026
8 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 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar | 77.22 | cum | - | - |
| 2 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar | 22.08 | cum | - | - |
| 3 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet | 152.8 | sqm | - | - |
| 4 | 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 : | 35.76 | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 20.89 | cum | - | - |
| 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)(A) Quarry | 41.26 | cum | - | - |
| 7 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) (A) Quarry | 102 | cum | - | - |
| 8 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) : Raised and cut pointing | 224 | sqm | - | - |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 10.95 | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 34.84 | sqm | - | - |
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