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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹12.0 L+₹1.9 L (19.1%)Admitted-Finance UPPER GINGLE BARAMULLA J K | BARAMULLA | BARAMULLA | JAMMU AND KASHMIR | 193122 | L2 | Admitted-Finance | ||
| 3 | L3₹12.3 L+₹2.2 L (22.0%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹14.7 L+₹4.7 L (46.4%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Rejected-Technical ALLOCHI BAGH DISTT SRINAGAR J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | Rejected-Technical Non responsive |
Tender Value
₹17.9 L
EMD Value
₹36,000
Closing Date
24 Aug 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DGM(CnP)
Uri-II Power Station,Nowpora,Uri,Baramulla,JK
Providing Railing and Drainage work in Adit#3 at Uri-II Power Station
2026_NHPC_920410_1
NH/Uri-II/CnP/26-27/181
Open Tender
Miscellaneous Works
Works
90 days
Uri-II Power Station, Nowpora, Uri, JK
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC Limited
₹36,000
Yes
15 Oct 2026
4 Aug 2026
1 Sept 2026
4 Aug 2026
24 Aug 2026
4 Aug 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. | 38.42 | Cum | 645.24 | ₹24,790.12 |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix). | 40.62 | Cum | 1,877.5 | ₹76,264.05 |
| 3 | Slip clearance In soils; mixed withmoorum/kaker/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 135 | Cum | 360.38 | ₹48,651.7 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 139.72 | Sqm | 311.63 | ₹43,540.94 |
| 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:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal | - | Cum | 9,428.47 | - |
| 6 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding, grinding, buffing, polishing and making curvature wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 759.2 | Kg | 0.2 | ₹151.84 |
| 7 | 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) | 8.84 | Cum | 7,727.59 | ₹68,311.9 |
| 8 | 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 | 17.06 | Cum | 6,521.22 | ₹1,11,252.01 |
| 9 | 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) | - | Cum | 8,104.18 | - |
| 10 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: 300 mm dia. R.C.C. pipe | 30 | mtr | 1,007.93 | ₹30,237.9 |
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