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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical D24 A BS ROAD INDUSTRIAL AREA GHAZIABAD UTTAR PRADESH 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | Accepted-Technical Techno-commercially responsive |
| 2 | Accepted-Technical CAMP OFFICE POST KHERI TEHSIL DALHOUSIE DISTRICT CHAMBA HIMACHAL PRADESH 176325 | CHAMBA | HIMACHAL PRADESH | 176325 | Accepted-Technical Techno-commercially responsive |
| 3 | Rejected-Technical | Rejected-Technical techno commercially non responsive |
Tender Value
₹46.7 L
EMD Value
₹93,000
Closing Date
27 Jun 2026, 3:00 pmClosed
DGM (Contract)
BSPS, Surangani
Strengthening and Repairing of contour drain at surge shaft along with miscellaneous works at valve house area, BSPS
2026_NHPC_905847_1
NH/BSPS/CC/CW/86/2025-26/23 Dated 19/04/2026
Open Tender
Civil Works
Works
90 days
BSPS, Surangani, Chamba (H.P)
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
NHPC Limited
₹93,000
21 Aug 2026
20 Apr 2026
1 Jul 2026
20 Apr 2026
27 Jun 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : in Cement mortar. | |||||
| 2Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | |||||
| 3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | |||||
| 4Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns . | |||||
| 5Centering 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 courses fillets, kerbs and steps etc. | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). | |||||
| 8Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 Course sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | |||||
| 9Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge | |||||
| 10Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 | |||||
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