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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.1 LAccepted-Finance KATHUA J K | ₹2.1 L | L-1 | Accepted-Finance L1 BIDDER |
| 2 | L-2₹2.3 L+₹20,562.90 (9.65%)Rejected-Finance 12 MAHIPUR 5 MAHIPUR NAWANSHAHR PUNJAB 144525 | SHAHID BHAGAT SINGH NAGAR | PUNJAB | 144525 | ₹2.3 L+₹20,562.90 (9.65%) | L-2 | Rejected-Finance NOT L1 BIDDER |
| 3 | L-3₹2.9 L+₹73,747.70 (34.6%)Rejected-Finance | ₹2.9 L+₹73,747.70 (34.6%) | L-3 | Rejected-Finance NOT L1 BIDDER |
| 4 | L-4₹3.1 L+₹93,852.97 (44.0%)Rejected-Finance | ₹3.1 L+₹93,852.97 (44.0%) | L-4 | Rejected-Finance NOT L1 BIDDER |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
Tender Value
₹2.9 L
EMD Value
₹6,000
Closing Date
13 Nov 2024, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325
Construction of Two Morchas for CISF near Power House, CPS-1 Khairi
2024_NHPC_832360_1
NH/CPS-1/PnC/W-1471/2024-25/ 560 Dated- 24/10/2024
Open Tender
Civil Works
Works
60 days
CPS-1 KHAIRI
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹6,000
Yes
3 Jan 2025
24 Oct 2024
16 Nov 2024
24 Oct 2024
13 Nov 2024
24 Oct 2024
Demolishing 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.
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet.
Earth work in surface excavation not exceeding 30 cm in (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock .
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases of columns, etc. for mass concrete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand).
Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand).
Supplying and filling in plinth with sand under floor, including watering, ramming, consolidating and dressing complete.
Supplying and filling in plinth with stone boulder 50mm to 200mm under floor.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete:Size of Tile 600x600 mm.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level -Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand).
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand).
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand).
Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic-With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm).
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion-Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15).
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm .
providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :150x10 mm.
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
Providing and fixing bright finished brass hard drawn hooks and eyes: 150MM.
providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Ajay Kumar (BID ID -3119530)
Pooja Kumari (BID ID -3119510)
Bal Singh Thakur (BID ID -3119870)
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