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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance F301 LADO SARAI NEAR QUTUB MINAR NEW DELHI 110030 | SOUTH | DELHI | 110030 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical VILLAGE TUNDLA P O DEORI TEHSIL SADAR DISTT MANDI 175124 | MANDI | MANDI | HIMACHAL PRADESH | 175124 | Rejected-Technical ALL DOCUMENT CHECK AND NOT FOUND CORRECT |
Tender Value
₹3.8 L
EMD Value
₹8,000
Closing Date
26 Mar 2020, 10:00 amClosed
COMMANDANT
OFFICE OF THE COMMANDANT 33 BN, CRPF, PREET NAGAR, GANGYAL, JAMMU, JAMMU AND KASHMIR
C/O EXTENSION OF 5 FT VERANDAH AND WITH PROVISION OF FALSE CEILING, TILES AND ELECTRIC WORKING FOR 16X32 FT BARRACK NO.1 AT SARNA BHADARWAH OF 33 BN FOR MAIN OFFICE ACCOUNTS UNDERSRE 2018-19
2020_CRPF_551007_1
L.VIII-3/2018-19-QM/33(SRE-37)
Limited
Construction Works
Works
30 days
BCS SARNA, BHADERWAH
Please refer Tender documents.
10 documents required · 10 mandatory
₹200
Yes
THE COMMANDANT 33 BN, CPPF, PREET NAGAR, JAMMU
₹8,000
Yes
29 May 2020
7 Mar 2020
27 Mar 2020
7 Mar 2020
26 Mar 2020
7 Mar 2020
C/O EXTENSION OF 5 FT VERANDAH AND WITH PROVISION OF FALSE CEILING, TILES AND ELECTRIC WORKING FOR 16X32 FT BARRACK NO.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
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 (zone-III): 6 graded stone aggregate 40 mm nominal size
Providing and laying stone boulders of size range 5 cm to 20 cm, in recharge pit, foundations etc. in the required thickness, all complete as per direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Providing pre-painted and laminated corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 gm/ m².
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. angle size(50x50x6)mm.
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with tapered edge gypsum moisture resistant board
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
Providing & fixing electric fitting of approved brand and quality with necessary points wherever required all complete as per direction of Engineer-in-charge.
Ajay Panotra
Sunil Kumar
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