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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₹23.7 LAccepted-AOC 231 JAGGI GARDEN BALDEV NAGAR AMBALA CITY 134003 | AMBALA CITY | AMBALA | HARYANA | 134003 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹24.8 L+₹1.0 L (4.39%)Rejected-AOC | L2 | Rejected-AOC OTHER THAN LOWEST | |
| 3 | L3₹30.4 L+₹6.7 L (28.2%)Rejected-AOC HOUSE NO 3363 SECTOR 27 D CHANDIGARH | NA | NA | 160001 | L3 | Rejected-AOC OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | Bairagi Builders L1 | M/S SHANTI SARUP DINESH CHAND L2 | His Construction Company L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 directed by Engineer-in-Charge. | 87 | SQUARE METRE | 15 ₹1,305 Lowest | 28 ₹2,436 | 45 ₹3,915 |
| 2.00 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. | 2 | CUBIC METRE | 200 ₹400 Lowest | 300 ₹600 | 900 ₹1,800 |
| 3.00 | Demolition of Cement concrete (reinforced )of any description and in any position not otherwise specifically provided for complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. | 1 | CUBIC METRE | 200 ₹200 Lowest | 500 ₹500 | 1,212.5 ₹1,212.5 |
| 4.00 | Taking down chowkhats or frames n.exc 1.5 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts complete all as specified and directed by Engineer-in-Charge. | 46 | EACH | 200 ₹9,200 Lowest | 250 ₹11,500 | 540 ₹24,840 |
| 5.00 | Taking down chowkhats or frames exc 1.5 sqm but n.exc 4 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge. | 40 | EACH | 220 ₹8,800 Lowest | 300 ₹12,000 | 900 ₹36,000 |
| 6.00 | Taking down shutter from the frame of any description exc 1 sq. m but n exc 2 sq. m
each and removing from the site complete all as specified and directed by Engineer-in-Charge. | 15 | EACH LEAF | 80 ₹1,200 Lowest | 100 ₹1,500 | 225 ₹3,375 |
| 7.00 | Dismanting of wrought iron or mild steel of any description not otherwise provided for in any location and any position complete all as specified and directed by Engineer-in-Charge. | 4.89 | QUINTAL | 200 ₹978 Lowest | 500 ₹2,445 | 450 ₹2,200.5 |
| 8.00 | Dismantling wall and ceiling boards (fibre,pulp, insulation, etc.) or insulation boards/slabs/
blankets, any thickness, including cover fillets complete, all as specified and as directed by Engr-in-charge. | 180 | SQUARE METRE | 20 ₹3,600 Lowest | 25 ₹4,500 | 27 ₹4,860 |
| 9.00 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. complete, all as specified and as directed by Engr-in-charge. | 11.2 | 10 SQUARE METRE | 100 ₹1,120 | 50 ₹560 Lowest | 270 ₹3,024 |
| 10.00 | Plain cement concrete (1:2:4) type B-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge. | 2 | CUBIC METRE | 5,000 ₹10,000 Lowest | 5,000 ₹10,000 Lowest | 6,300 ₹12,600 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
5 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE CHANDIGARH
GE CHANDIGARH N AREA OLD AIRPORT CHOWK CHANDIGARH 160003
GE CHD T 36 2025 26 REPAIR TO PERISHED WORNOUT JOINERY CUPBOARDS KITCHEN SHELVES IN MD ACCN AT NAHAN UNDER GE CHANDIGARH
2025_MES_719674_1
GE/CHD/T-36/2025-26
Open Tender
Civil Works
Item Rate
180 days
NAHAN SIRMOUR HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE CHANDIGARH
₹50,000
Yes
20 Sept 2025
10 Jul 2025
7 Aug 2025
10 Jul 2025
5 Aug 2025
24 Jul 2025
11 Jul 2025 - 21 Jul 2025
Amount
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 directed by Engineer-in-Charge.
Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.
Demolition of Cement concrete (reinforced )of any description and in any position not otherwise specifically provided for complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.
Taking down chowkhats or frames n.exc 1.5 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts complete all as specified and directed by Engineer-in-Charge.
Taking down chowkhats or frames exc 1.5 sqm but n.exc 4 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge.
Taking down shutter from the frame of any description exc 1 sq. m but n exc 2 sq. m each and removing from the site complete all as specified and directed by Engineer-in-Charge.
Dismanting of wrought iron or mild steel of any description not otherwise provided for in any location and any position complete all as specified and directed by Engineer-in-Charge.
Dismantling wall and ceiling boards (fibre,pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete, all as specified and as directed by Engr-in-charge.
Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. complete, all as specified and as directed by Engr-in-charge.
Plain cement concrete (1:2:4) type B-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge.
Reinforced Cement Concrete nominal mix 1:2:4 type B-1 using 20mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Use & waste of Formwork to to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engineer-in-Charge.
Vitrified ceramic tiles coloured Light shade (sctratch and stain resistant tiles) 10 mm thick (Square/rectangular) polished, area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqm, in floor,skirting etc set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and including 15mm thick screed bedding layer in CM (1:6) complete all as specified and directed by Engineer-in-Charge.
Glazed ceramic coloured tiles 450 x 300 x 7mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge.
Machine cut Kota stone slab flooring 22-25 mm thick,SIZE 55 CM x 55 cm laid over & including 20 mm thick screed bed in cement mortar 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge.
Machine cut Kota stone slab 22-25 mm thick as in skirting,steps, dado and pillars etc , laid over & including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge.
Cutting,grinding,rubbing and polishing (mirror finish) of Kota stone /Marble slab flooring,treads of steps etc in any position complete all as specified and directed by Engineer-in-Charge.
Cutting,grinding,rubbing and polishing (mirror finish) of Kota stone /Marble slab in skirting,risers of steps etc in any position complete all as specified and directed by Engineer-in-Charge.
Granite jet black shade, 18-20 mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished, bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 10 mm thick (average thickness) cement mortar (1:3) screed, as in cooking platform, jamb,step,riser, shelves, RCC counters, window cills & similar situations, complete including grinding,rounded and chamfered edges and granite polishing all as specified and directed by Engineer-in-Charge.
Preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Preparation of new or previously untreated wooden surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge.
Supply and fixing Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge.
Supply and fixing Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge.
Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators,casements/sliding shutters and partitions (Fixed portions) 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 rawl plugs and screws or with fixing clips or with expansion hold fastener 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 not be less than 2 mm thick,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,hinges/pivot and making provision for fixing of fittings wherever required complete all as specified and directed by Engineer-in-Charge. Note :1. The rate is inclusive of rollers,locks,rubber beading,rubber seal etc for sliding/casement shutters required for satisfactory operation of window/ventilator/door 2. Panel fillings other than aluminium filling and necessary fittings shall be measured and paid for separately
Anodised aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators,casements/sliding shutters and partitions (Fixed portions) 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 rawl plugs and screws or with fixing clips or with expansion hold fastener 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 not be less than 2 mm thick,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,hinges/pivot and making provision for fixing of fittings wherever complete all as specified and directed by Engineer-in-Charge. Note :1. The rate is inclusive of rollers,locks,rubber beading,rubber seal etc for sliding/casement shutters required for satisfactory operation of window/ventilator/door 2. Panel fillings other than aluminium filling and necessary fittings shall be measured and paid for separately
Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer in-charge
Supply and fixing factory made uPVC white colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multichambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately)
Factory made Pressed steel frames, confirming to IS, having profile 125 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge.
Factory made Pressed steel frames, confirming to IS, having profile 105 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge.
35 mm thick factory made glazed & Skeleton shutters of 2nd class Hardwood open rebated & prepared to receive glass or gauze etc without sash bar open rebated with edges of framing plain, chamfered or rounded, fitted with cut & mitred beads for securing glass or guage etc size ofstiles rails etc as specified in sec 8 clause 8.24 (a) of SSR Part-I (2009) complete all as specified and directed by Engineer-in-Charge.
35 mm thick factory made Plain, framed, panelled shutters of 2nd class Hardwood (any number of panels), 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 and fitted to chowkat complete all as specified and directed by Engineer-in-Charge.
Solid PVC door frames of size 50mm x 47 mm made out of 5mm wood grain printed PVC sheet reinforced with MS square tube, and edges will be painted to match with printed sheet, supply & fixing in opening as per specification & drawing complete all as specified and directed by 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 complete all as specified and directed by Engineer-in-Charge.
Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long,including prepainted Gypsum Board or tiles 7mm thick for insulation and accoustic purpose 60 cm x 60 cm for size of grid 605 mm x 605 mm in ceiling all as per manufacturers instructions complete all as specified and as directed by the Engineer-in-Charge.
Providing & fixing false ceiling at all heights with fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG (Glass Fibre With Reinforced Gypsum) false ceiling tiles of Size 595 x 595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 476 (part 4 )-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanized iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main T runners of size 15 x 32 mm of length 3000mm,cross-T of size 15x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32 mm of length 600mm to form grid module of size 600x 600mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1000 mm length and L shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 24x 24x0.40mm of length 3000 mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall wood screws. The work shall be carried out as per specifications, drawing . all as specified and as directed by the Engineer-in-Charge.
4 mm thick bakelite sheet printed / wood grain finish /decorative choice fixed in aluminium panels complete all as specified and directed by Engineer-in-Charge.
17-18mm thick HDHMR board, high density, water and termite, boer and fungus resistant, laminated both side fixed with screws to timber frame work as in cupboard shelves, shutters, bathroom doors, kitchen cabinets etc fixed in repair complete all as specified and directed by Engineer-in-Charge.
19mm thick plywood BWR type BB, fixed with screws to timber frame work as in kitchen cabinets , cupboards etc, fixed in repair complete as specified and directed by Engineer-in-Charge.
1.00 mm thick sunmica(Coloured) to be fixed with adhesive with plywood surfaces and wooden surfaces, fixed in repair complete as specified and directed by Engineer-in-Charge.
Continuous (piano) hinges, stainless steel used in cupboards 30 mm wide all as specified and directed by Engineer-in-Charge.
Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes,channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed by Engineer-in-Charge.
250 mm long,Aluminium alloy anodised sliding door bolt ,plate type with bright bolt type not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer in Charge.
100 mm aluminium anodised Hasp and staple, safety type, hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed.
150 mm long extruded brass handle fabricated type and fixed with screws complete all as specified and directed by Engineer-in-Charge.
Stainless steel barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge
100 mm Butt hinges, stainless steel with galvanised mild steel hinge pin, anodised and fixed, type C-21 complete ,all as specified and as directed by Engr-in-charge.
375 mm, ordinary rat tail rod pattern springs including roller and roller plate fixed in repair complete all as specified and directed by Engineer-in-Charge.
Floor door stopper of aluminium alloy body and tongue, anodised,with single legged with rubber shoe 75 mm longcomplete all as specified and directed by Engineer-in-Charge.
Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge.
Supply and fixing of metal protective /monkey proofing cover with spikes on top for overhead PVC tanks of wire mesh with angle iron framework alongwith lock and key arrangement having cover including all necessary fittings with screws and bolts complete ,all as specified and as directed by Engr-in-charge.
Repairing steel windows by welding various parts eg tower bolts at various heights upto 3rd floor including required fittings such as hinges etc complete ,all as specified and as directed by Engr-in-charge.
Taking down aluminium door / window shutter carefully from frames for servicing / including replacement of broken pivots,tightening of joints of rails and styles etc complete and refixing in the same opening to obtain smooth functioning complete ,all as specified and as directed by Engr-in-charge.
20-25mm dia curtain rod of decorative lining aluminium pipe wall thickness 0.9 mm including bracket and decorative balls/caps at both ends of rod complete all as specified and directed by Engineer-in-Charge.
25mm dia stainless steel fancy type drapery rod of wall thickness 0.9 mm including taking out of old pelmet/bracket, complete all as specified and directed by Engineer-in-Charge.
Stainless steel bracket and stainless steel fancy type fennel complete all as specified and directed by Engineer-in-Charge. Note: The quoted rate includes one pair comprising of two brackets and two fancy type fennels.
Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge.
Sheet glass 4.0 mm thick, ordinary quality and glazing with linseed oil pane putty & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge.
4.0 mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm each and using Silicon for fixing of glass in addition to glazing putty complete all as specified and directed by Engineer-in-Charge.
Stainless steel cutlery pan basket of any description/pattern as approved by GE ,fixed with sliding channel,revolving wheels fixed with screws to timber frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge.
120 mm long Stainless steel handles, Fancy type,fixed with stainless steel screws to timber frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge.
Stainless steel auto closing hinges (DADA) ,fixed with stainless steel screws to PVC/Wooden moulded shutters frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge.
Magnetic catchers 50mm long superior quality ,fixed with stainless steel screws to PVC/Wooden moulded shutters frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge.
Stainless steel telescoping channel 400-500 mm long fixed with stainless steel screws to PVC/Wooden moulded shutters frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge.
Note: For the purpose of arriving at Net contract sum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 73,127.00 shall be deducted from the total amount arrived.
Total of Schedule 'A' Rs.
M/S SHANTI SARUP DINESH CHAND (BID ID -3375674)
His Construction Company (BID ID -3381200)
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