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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹32.7 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹39.8 L+₹7.1 L (21.7%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹43.5 L+₹10.9 L (33.2%)Rejected-Finance | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹45.4 L+₹12.8 L (39.0%)Rejected-Finance | L-4 | Rejected-Finance L-4 | |
| 5 | L-5₹46.5 L+₹13.8 L (42.4%)Rejected-Finance | L-5 | Rejected-Finance L-5 |
Tender Value
₹49.5 L
EMD Value
₹99,000
Closing Date
4 Mar 2024, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
PROVN OF COVERED KITCHEN CABINETS, STORAGE SHED FOR FURNITURE AND WEATHER SHELTER FOR BLDG NO P-56 AT AF STN DADRI IN AOR OF GE (AF) FARIDABAD
2024_MES_640760_1
GE (FBD)/AF-71/2023-2024
Open Tender
Civil Works
Item Rate
180 days
DADRI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹99,000
Yes
8 Apr 2024
5 Feb 2024
6 Mar 2024
5 Feb 2024
4 Mar 2024
19 Feb 2024
5 Feb 2024 - 9 Feb 2024
Amount
S&F, Factory made 18 mm thick 100 % Solid WPC (Wood polymer composite) One side laminated board of required size comprising of virgin PVC resin of K valve 57-60 (suspension grade), calcium carbonate and natural fibers (wood powders/rice husk/wheat husk) and Non toxic additives, made from extrusion process WPC foam sheet single extruded (Inner) with having minimum density not less than 650 kg/cbm manufactured by an ISO 9001-2015 certified company, having good screw holding capacity, Minimum compressive of 50 N/mm2, Modulus of elasticity 850 N/mm2 and resistance of spread of flame of Class A category with property of being Termite/ Borer free. Water/ Moisture proof and Fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted on both faces of shutter, for making kitchen cabinets, complete all as specified and directed by Engineer-in-Charge. Note : - 1. Material required for incorpration in this item shall be got approved before procurement in bulk. 2.Material test certificate should be provided by the manufacturing company.
M&L First quality glazed ceramic coloured tiles of (450x300mm) x 7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of and pointed in white or coloured cement to match the shade of tiles complete all as specified and directed by Engineer-in-Charge.
M&L, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry over and including 15 mm thick screed bed in cement mortar (1:6) including pointing in white cement with pigment to match the shade of tiles complete all as specified and directed by Engineer-in-Charge.
M&L for Providing cement concrete1:2:4 type B1 using 20mm graded agg. in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge.
S&F Stainless steel soft closing hinges for cabinet shutters, complete all as specified and directed by Engineer-in-Charge.
S&F 125 mm, Stainless steel handles for cabinet shutters fancy type complete all as specified and directed by Engineer-in-Charge.
S&F Magnetic catches of stainless steel suitable for kitchen cabinet shutters complete all as specified and directed by Engineer-in-Charge.
S&F Mild steel channel suitable for modular kitchen baskets, complete all as specified and directed by Engineer-in-Charge.
S&F Stainless steel basket for modular kitchen of size 500mm*550mm for plates/plain/any type complete all as specified and directed by Engineer-in-Charge.
S&F 40 mm Continuous (piano) hinges, mild steel, bright finish or electro galvanised complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches n. exc 1.5 m wide and 1.5 m deep or for foundation etc and for shafts, wells, manholes or similar items n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Removing excavated material not exc. 50m and depositing where directed complete all as specified and directed by Engineer-in-Charge.
M&L PCC 1:4:8 type D-2(using 40mm graded stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Returning filling in incl spreading ,levelling,watering,and well ramming in layers n exc 25 cm in soft / loose soil complete all as specified and directed by Engineer-in-Charge.
M & L brick work with sub class 'B' bricks(old size bricks) straight or curved on plan exc 6 m mean radius built in cm 1 : 6 with and including weep holes in brick work complete all as specified and directed by Engineer-in-Charge.
Material and labour reinforcement TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Material and labour reinforcement TMT bars 5 mm dia and over up to and including 10mm dia in stirrups,spacers and binders, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on flat surface, rough finished complete all as specified and directed by Engineer-in-Charge.
Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.rought finished complete all as specified and directed by Engineer-in-Charge.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed by Engineer-in-Charge.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick rough finished(Horizontal or sloping) complete all as specified and directed by Engineer-in-Charge.
M&L RCC 1:2:4 type B1 design mix using 20mm graded crushed stone aggregate for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L RCC 1:2:4 type B1 design mix using 20mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.
M&L RCC 1:2:4 type B1 design mix using 20mm graded crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.
M&L 1:2:4 type B1 using 20mm graded 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.
M&L for Rendering, 15 mm thick, in cement mortar 1:6, over brick or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Supply only integral water proofing compound conforming to IS-2645-1975 complete all as specified and directed by Engineer-in-Charge.
M&L for Rendering,15 mm thick, in cement mortar 1:4 over brick or concrete surfaces, finished fair and even without using extra cement, mixed with water proofing compound @ 3% by weight of cement complete all as specified and directed by Engineer-in-Charge. Note:-Integral water proofing compound shall be measured and paid separately
M&L for preparing New plastered surfaces and applying two coats of distemper oil emulsion on wall surfaces including chalk whitening preparatory to distempering complete all as specified and directed by Engineer-in-Charge.
M & L preparation of new plastered surfaces on walls and applying two coats of cement based paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.
M&L 75 mm thick PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection complete all as specified and directed by Engineer-in-Charge.
M&L for Hardcore of broken stone of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
M&L 30mm thick for sand cushioning for laying of inter locking tiles (paving blocks) complete all as specified and directed by Engineer-in-Charge.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm tickness , M-35 grade, set, jointed and pointed in neat cement slurry in floors with grey cement & pigments complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in side of path / benching / coved fillets etc rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge.
M&L for 100mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as in floor topping of hard standing finished even and smooth without using extra cement (PCC shall be laid in alternate bays in panels of size complete all as specified and directed by Engineer-in-Charge.
S&F, rolled mild steel framed work as in doors or gates of angle or other section confirming to Fe 410-W (Gde E-250 quality-A) with gusset plates, rails braces, etc., complete, drilled for fixing of steel sheeting or other covering door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door, fittings and hanging, also fastering and fixing complete all as specified and directed by Engineer-in-Charge.
S&F MS holdfast, hook and pintle hinges, large hasp and staples, clamps, hooks for hanging fans and similar small articles conforming to Fe-290 Gde E-165 including necessary welding etc and fixed in position complete all as specified and directed by Engineer-in-Charge.
S&F mild steel 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, door chowkats of angle or other section and similar works complete of Gde Fe-290 Gde E-165 including welding etc complete all as specified and directed by Engineer-in-Charge.
S&F factory made steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay complete with glazing bars, dovetailed or welded complete all as specified & directed by Engineer-in-charge.
S&F 4.00 mm thick sheet glass, ordinary quality and glazing in squares area not exceeding 0.5 Sqm in each pane for aluminium door/window shutters complete all as specified and directed by Engineer-in-Charge.
S&F 1.25mm thick Mild steel, plain, black sheet in wall cladding,steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-Charge.
S&F structural steel as in roof trusses (framed), trussd purlins, crane gantries, rails and fastenings and heavy bracket framing( Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc of Fe 410 -W (Gde - E 250 quality A) complete all as specified and directed by Engineer-in-Charge.
S&F mild steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 grade St-240 complete all as specified and directed by Engineer-in-Charge.
S & F Plates (plain or chequered) channels, Fe 410-W(Gde?E- 250) square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed by Engineer-in-Charge.
M&L Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 22.5cm and n exc 30cm long dia 16 to 20 mm complete all as specified and directed by Engineer-in-Charge.
S&F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
S&F Pre-painted galvatume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
M&L for Preparation of new steel surfaces and applying two coats of synthetic enamelled paint over a coat of red oxide or zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
Supply, and fixing bus bar chamber 4 Way outdoor type factory made out of CRCA sheet dust & vermin proof , front opening door having locking arrangement totally enclosed weather proof, antirusted powder coated painted including aluminium Bus Bar of 200 Amps rating bus size 45 cm long x 50mm wide x 15mm thick, 440 volts, 3 Phase 4 wire having suitable gap to connect the cables of size 95 Sqmm 3.5 core and bus mounted on suitable type of insulators incl coloured insulating sleeve on each complete with bottom removable gland plates for inccomming and out going cables, bus chamber mounted on MS angle stand made of MS angle 50mm x 50 mm x 5 mm and should having minimium 45 Cm gap below bus chamber incl necessary PCC foundation work complete all as specified and directed by Engineer-in-Charge.
M&L for Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion, complete all as specified and directed by Engineer-in-Charge.
Supply, laying, testing and connecting cable under ground XLPE insulated screened PVC bedded, galvanised strip or wire armoured, electric power cables ( heavy duty) with 1100 Volts grade with staranded aluminium conductor inclusive connected with thimbles, nutt bolt by crimping tool etc complete of size 35 sq mm 3.5 core complete all as specified and directed by Engineer-in-Charge.
M&L for sand cushioning with a layer of sand 80mm thick before laying of cable and 150mm thick after laying of cable to trenches complete all as specified and directed by Engineer-in-Charge.
Supply and laying of brick sub class B laid dry in trenches over the cable and joining each other widthwise for cable protection complete all as specified and directed by Engineer-in-Charge.
M&L for point wiring with Modular /single core PVC insulated unsheathed 1100 volt grade cable with multistranded copper conductor of size 1.5 Sq mm (Nominal area) drawn through and including non metallic rigid PVC conduit / concelled a medium duty ISI marked not less than 20mm dia, fixed in wall, on roof with GI saddles GI screws, rawal plugs (concealed conduit in wall wiring) with all fittings including Tee, junction boxes and provision of pressed steel terminal box of suitable size with 3 mm thick laminated white sheet cover for mounting switch sockets and regulators and drawing continuous earth wire with and including PVC insulated unsheathed 1100 volts grade cable with multistranded coper conductor of size 1.5 Sq mm (Nominal area) complete all as specified and directed by Engineer-in-Charge for following :- One light/fan point controlled by one switch.
All as per item No 59 above but One socket point on same board with other switches.
All as per item No 59 above but One 3 pin 5 Amps socket outlet independent with cables 1.5 sqmm size.
All as per item No 59 above but with conductor of size 2.5 Sq mm (nominal area) for one 3 pin socket outlet 15 Amps on independent board complete and earth continuity wire with 1.5 Sq mm PVC insulated stranded copper conductor cable.
S&F Modular switch 1 way 6A, 1 module complete all as specified and directed by Engineer-in-Charge.
S&F Modular switch 1 way 16A, 1 module ccomplete all as specified and directed by Engineer-in-Charge.
S&F Socket, 6A - 2/3 pin combined 2 module complete all as specified and directed by Engineer-in-Charge.
S&F Socket 6A/16A - 2/3 pin combined 2 module complete all as specified and directed by Engineer-in-Charge.
S&F White cover plate with frame,3/4 module complete all as specified and directed by Engineer-in-Charge.
All as per item No 67 above but but 6 module
All as per item No 67 above but but 8 module
S&F Metal flush box/ PVC box 3/4 module complete all as specified and directed by Engineer-in-Charge.
All as per item No 70 above but but 6/8 module complete all as specified and directed by Engineer-in-Charge.
Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers complete all as specified and directed by Engineer-in-Charge.
Supply and fixing LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose , complete with all accessories internally prewired and including connecting up with twin core twisted flexible copper conductor cable and tubes with suitable size complete all as specified and directed by Engineer-in-Charge.
Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and directed by Engineer-in-Charge.
S&F sheet metal enclousers MCB type DB suitable SPN 12 way 200 Amp rated bus bar double door type complete all as specified and directed by Engineer-in-Charge.
S&F MCB SPN capacity 32 Amps, 240 V complete all as specified and directed by Engineer-in-Charge.
S&F MCB SP capacity 6-32 Amps, 240 V complete all as specified and directed by Engineer-in-Charge.
Excavating in post holes ( or similar hoels ) each n exc 0.5 cum getting out, returining, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm , watering, and removing surplus soil to a distance n exc 50 mtr complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:3:6 type D-2(using 40mm graded stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
S & FBands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge.
S & F Plates (plain or chequered) channels, Fe 410-W(Gde?E- 250) square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed by Engineer-in-Charge.
M&L Chequered cement concrete tiles20cmx20cmx25mm thick, set jointed and pointe in neat cement slurry with grey cement and pigment over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in side of path / benching / coved fillets etc rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge.
M/s Kanha Enterprise
AARSINFRATECH
36SHRI RADHEY ASSOCIATES
MAA BHAWANI CONSTRUCTION
NAVEEN KUMAR TYAGI
M/S Yamin
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