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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC | L1 | Accepted-AOC L1 rates found reasonable | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Rejected-Technical 67 ROCHIPURA NIRANJANPUR DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | Rejected-Technical Found non responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Found non responsive |
Tender Value
₹15.4 L
EMD Value
₹31,000
Closing Date
6 Dec 2019, 3:00 pmClosed
SR MANAGER (PCS)
O/O DGM (PCS),Dhauliganga Power Stn.,Tapovan
Construction of Ambedkar Bhavan at Tok Chetkala, Village Khela, Dharchula Dist Pithoragarh under CSR AND SD
2019_NHPC_519012_1
NH/DG/Contract/728/2019/848
Open Tender
Civil Works
Works
120 days
Dhauliganga Power station, Dharchula Pithoragarh
As per tender document
7 documents required · 7 mandatory
₹590
NHPC Ltd
₹31,000
27 Jan 2020
15 Nov 2019
11 Dec 2019
15 Nov 2019
6 Dec 2019
15 Nov 2019
Earth Work in excavation by mannual means in trenches for foundation, drains, pipes, cables etc.(not exceeding 1.50mtr in width) and for shafts, wells cespits and the like not exceeding 10 sqm on plan, depth upto 1.50 mtr including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in.All kind of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density
Providing 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)
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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Reinforcement for RCC work incl straightening, cutting, bending, placing in position and binding all complete with TMT bars
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
Centring and shuttering including strutting, ropping etc. and removal of form for Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform.
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
Providing and fixing upto floor five level precast cement concrete solid block including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete. 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.
Neat cement punning
12 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Distempering with oil bound washable distemper of approved brand and New work (two or more coats) over and including priming coat with cement primer manufacture to give an even shade
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 basecoat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete. With 4.0 mm thick glass panes.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Providing and fixing ISI marked oxidised.sliding door bolts 300x16mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 200x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS 125mm
Providing and fixing 600x450 mm bevelled edge mirror of superior glass of quality, complete with 6 mm thick hard board ground fixed to wooden cleats and brass screws etc.
Providing and placing on terrace (at all floor levels) polyethylene water storagetank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
Providing and fixing brass bib cock of approved quality 15 mm nominal bore
Providing and fixing brass stop cock of approved quality 15 mm nominal bore
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. Brass pillar tap.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.Flexible pipe32mm dia
Providing and fixing plasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore.
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
Providing and fixing P.V.C. low level flushing cistern with manually controlled device. 10 litre capacity-White
Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538. Upto 300 mm dia.
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536. 100 mm dia, pipe
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 15 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) 15 mm dia. nominal bore
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) at plinth level with cement mortar 1:6 ( 1 cement: 6 coarse sand).
Head Load
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