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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC GUDSATHU BUDGAM KASHMIR 191111 J K | BUDGAM | BUDGAM | JAMMU AND KASHMIR | 191111 | L1 | Accepted-AOC Awarded being L1. | |
| 2 | L2₹5.9 L+₹57,191 (10.8%)Rejected-Finance R O IQBAL MARKET AALI MAJID EIDGAH SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | 190001 | L2 | Rejected-Finance OTHER THAN L1. | |
| 3 | L3₹6.4 L+₹1.1 L (20.6%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1. | |
| 4 | L4₹6.7 L+₹1.4 L (25.8%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN L1. | |
| 5 | L5₹6.9 L+₹1.6 L (29.9%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN L1. |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
11 Jun 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AGE (I) CIF (K)
AGE (I) CIF (K) SHALATENG
REPAIR AND MAINTENANCE TO WALL, FLOOR, JOINERY, PLASTER ETC AND OTHER CONNECTED B/R WORKS AT 663 ARMY AVN SHARIFABAD MIL STN UNDER AGE (I) CIF (K).
2024_MES_653770_1
CA NO. AGE (I) CIF (K)-16/2024-25
Open Tender
Civil Works
Item Rate
180 days
SHALATENG
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
AGE (I) CIF (K)
₹20,000
Yes
6 Sept 2024
14 May 2024
13 Jun 2024
14 May 2024
11 Jun 2024
28 May 2024
Amount
Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge.
Taking down plastering in cement lime or cement mortor on brick or stone work etc. including racking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge.
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.06sqm, but not exceeding 0.11sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Glazed ceramic tiles, coloured, of size 350mm x 250mm/450 mm x 350mm, thickness not less than 7mm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.11sqm, but not exceeding 0.18 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Machine cut kota stone slab 20 to 25 mm thick, as in flooring over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, laid over and including 15 mm thick screed bed or bedding layer in cement mortor 1:6, complete all as specified and directed by the Engineer-in-Charge.
Machine cut kota stone slab 20 to 25 mm thick,as in vertical surfaces such as risers, skirting/dado etc. over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, laid over and including 10mm thick rendering on brick/concrete surface in cement mortor 1:4, complete all as specified and directed by the Engineer-in-Charge.
Chequered cement concrete coloured tiles of size 20 cm x 20 cm x 25mm thick set, jointed and pointed in neat cement slurry in floors,with grey cement and pigment, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.
Plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in lintels upto 1.50 metres clear span, steps, seismic and other similar bands, coping, bed plates for serving hold fasts, filling in mild steel frames etc. and the like including weathering slighting rounded or chamfered angles and throating, and use of form work (straight or curved), complete all as specified and as directed by the Engineer-in-Charge.
Vetrified Ceramic tiles (Light Shade) 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Taking down chowkat or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost) , complete all as specified and directed by the Engineer-in-Charge.
Taking down chowkat or frames with shutters (without taking off shutters from the frames) exc. 1.5 Sqm but n.exc 4 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost), complete all as specified and as directed by the Engineer-in-Charge.
Taking down shutters of any description exceeding 1sq.m but not exceeding 2 sq.m each, complete all as specified and directed by the Engineer-in-Charge
Plain, solid straight chowkats,and frames, made of 2nd class soft wood (Kail), wrought framed rebated on the solid, rounded or chamfered put together with glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.
Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted in openings as per specification & drawings shown in SSR Part-II,, complete all as specified and as directed by the Engineer-in-Charge.
Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing. shown in SSR Part-II, complete all as specified and as directed by the Engineer-in-Charge.
Plain framed , panelled shutters (any numbers of panels), 35mm thick, made of 2nd class soft wood (kail), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers; supplied & fitted to chowkats, complete all as specified and as directed by the Engineer-in-Charge.
Glazed and skeleton shutters, 35mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (with sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, sizes of members of shutters as specified in SSR Part -I. section 8, clause 8.23(a) for doors etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.
Glazed and skeleton shutters, 25mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, sizes of members of shutters as specified in SSR Part -I. section 8, clause 8.23(b) for window/ventilator etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.
Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed by the Engineer-in-Charge.
Mild steel galvanised wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tacks, wire staples or beading etc., complete all as specified as directed by the Engineer-in-Charge.
Sheet glass 3mm thick ordinary quality and glazing with oil putty/pins/spring pins or wooden beads in squares not exc. 0.5 Sqm in each pane, complete all as specified as directed by the Engineer-in-Charge.
Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) with and fixing clips of sheet, cast or excluded sections and fixing bolts and sliding bolts of excluded sections or cast aluminum alloy and fixed, 250 mm long, complete all as specified and directed by the Engineer-in-Charge.
Aluminium anodised, barrel tower bolt of extruded section and fixed, 150 mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.
Aluminium anodised, barrel tower bolt of extruded section and fixed, 100mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.
Butt hinges, medium weight, cold rolled, mild steel 75 mm long (ISI marked) ,complete all as specified and as directed by the Engineer-in-Charge.
Aluminium handle, cast type, anodised, 150 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.
Aluminium handle, cast type, anodised, 100 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.
300mm ordinary rat tail rod pattern door spring including roller and roller plate of mild steel, complete all as specified as directed by the Engineer-in-Charge.
Preparation of new or previously untreated wood or wood based surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified as directed by the Engineer-in-Charge.
Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate, complete all as specified and as directed by the Engineer-in-Charge.
Preparation of new plastered / unplastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of primer, complete all as specified and as directed by Engineer-in-Charge.
Preparation of old decorated plastered or unplastered surfaces of wall including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying two coats of oil bound distemper over a coat of chalk whiting on wall, complete all as specified and as directed by Engineer -in -Charge.
Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali-resistance primer paint, complete all as specified and as directed by the Engineer-in-Charge.
Anodised aluminium frame (powder coated minimum thickness of powder coating 50 micron) for doors, windows,partation wall, ventilators with one or more rebates including joining cleat for fixing etc., complete all as specified and asdirected by Engineer-in-Charge.
Anodised aluminium (powder coated minimum thickness of powder coating 50 micron) door shutters, powder coated of any colour aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, anodised aluminum snap beading screws etc. frame will be fixed to wall , complete all as specified and directed by the Engineer-in-Charge.
Anodised aluminium (powder coated minimum thickness of powder coating 50 micron)window and ventilator shutters, powder coated of any colour sliding/ hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 No.). hinges type B-21 100mm long (2 Nos.) suitable handle (1 No.), complete all as specified and directed by the Engineer-in-Charge.
Mortice lock, vertical type 4 levers,, size 100 mm, complete all as specified and directed by the Engineer-in-Charge.
Prelaminated particle board, 12 mm thick, interior grade, prelaminated on boat side with decorative choice lamination and fixed with screws to aluminum frame work, complete all as specified and as directed by the Engineer-in-Charge.
Tinted sheet glass, 4 mm thick glazing with in alm frames including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings as required, complete all as specified and as directed by the Engineer-in-Charge.
Door closer hydraulically regulated, designation No. 2, universal type, uitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 kg and fixed, complete all as specified and as directed by the Engineer-in-Charge.
Note :- An amount of Rs.8,474.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.
M/S SHIMAR STAR GLACIER
M/S A.M. ENTERPRISES
M/S CLASSIC JK SUPPLIERS
M/S RAFIQ AHMAD SOFI AND SONS
M/S B A Traders
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