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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical VPO BASARAL TEHSIL NADAUN DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical VPO KANGOO TEHSIL NADAUN DISTT HAMIRPUR | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 Cr
EMD Value
₹2.5 L
Closing Date
28 Feb 2026, 11:00 amClosed
EE
JSV Division Nadaun
Construction of Rain Water Harvesting Structures for Recharging of Various Water Supply Irrigation Schemes and to Protect the Soil from Scouring in Nadaun Area in Tehsil Nadaun Distt Hamirpur HP Under State Disaster Mitigation Fund
2026_HPIPH_129150_1
JS-NDN-CB-Misc.Agr/2025-26/- 10231-79
Open Tender
Civil Works
Item Rate
270 days
Nadaun area
Construction of RWHS 2 Check dam of height 2 mtr above NSL on Man Khad near LWSS Rajnoun
7 documents required · 7 mandatory
₹5,000
EE Nadaun
₹2.5 L
30 Apr 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
20 Feb 2026 - 28 Feb 2026
Earth 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 within all leads and lifts the entire Satisfaction as direct by the Engineer-in- Charge .
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) complete in all respect within all leads and lifts has direct by the Engineer-in- Charge .
Providing and laying cement concrete 1:1:2 (1 cement : 1 Sand : 2 graded stone aggregate20mm nominal size) and curing complete excluding cost of form work in Walls including attached buttersses,pilasters and their caps and bases and string courses etc. up to floor two level within all leads and liftscomplete to the entire satisfaction has direct by the Engineer in Charge.
Providing tor Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level and above plinth level within all leads and lifts Complete in all respect has direct by the Engineer-in-Charge
Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 20 mm nominal size) in retaining walls, return Walls (any thickness, return walls, Walls( any Thickness)including attached pilasters, columns, piers, abutments, pillers, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills fillets, sunken floor etc. upto floor five level excluding the cost of centering, shuttering and finishing with in all leads and lifts complete in all respect as directed by the Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including tering,shuttering,strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plainwork in all leads and lifts complete in all respect as directed by the Engineer in Charge.
Vertical surfaces such as walls(any thickness) partitions and the like including attached ,buttresses,plinth and string courses and the like within all leads and lifts complete in all respect as directed by the Engineer in Charge.
Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect as directed by the Engineer in Charge.
Wire crates made of G.I wire filled with boulders with square cut faces against the wires(wire crate to be measured and paid for separately) with in all leads and lifts. complete in all respect as direct by the Engineer in Charge
Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately)with G.I wire 5.0mm thick corresponding to(SWG-8)of 15x15cm mesh in arpan and slowping picking including carriage of materials within all leads and lifts. complete in all respect as direct by the Engineer in Charge
Design, Fabrication (4 No. Gate approximate 1691 kg per gate) and supply at site first stage embedded parts including shop painting etc., complete as per technical specifications and/or as directed by the Engineer. Design, fabrication and supply at site second stage embedded parts of gate including shop painting etc., complete as per technical specification and/or as directed by the Engineer.Design, fabrication and supply at site fixed wheel vertical lift gates of size 1000 mm (width) × 1200 mm (height) with all accessories such as thrust pads, seals, guides, skin plates, stiffeners, horizontal and vertical girders, lifting arrangements etc., including shop painting as per IS 4622 and technical specification and/or as directed by the Engineer. Design, fabrication including paint shop and supply at the site Hoist bridge and deck over gate opening in the intake including hand railing, approach ladder/stairways etc., complete as per Technical Specifications and/or as directed by the Engineer. Design, fabrication and supply including shop painting of Dogging Beam arrangement with its embedded parts complete as per Technical specification as directed by the Engineer in charge.
Provision for 5.00 MT chain pulley at Rain Water harvesting structure for gate complete in all respects and to the entire satisfaction of the Engineer in charge.
Providing & fixing steel work welded in built-up sections, trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coat of red paint; in gratings, framed guards, bars, ladders, railings, brackets & similar works complete in all respect including carriage of materials as directed by the Engineer in charge
Providing & Fixing steel works in single section, fixed without connecting plates, MS Plates 20 mm thick for foot bridge complete in all respect including carriage of materials within all leads and lifts as directed by the Engineer-in-Charge
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