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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹1.8 Cr+₹8.5 L (5.01%)Rejected-Finance 9 4947 EAST OLD SEELAMPUR GANDHI NAGAR DELHI 110031 | SHAHDARA | DELHI | 110031 | ₹1.8 Cr+₹8.5 L (5.01%) | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹1.9 Cr+₹20.7 L (12.2%)Rejected-Finance GEEJGARH ROAD SIKANDRA SIKANDRA CHORAHA SIKANDRA DAUSA RAJASTHAN 303326 UDYAM RJ 12 0005159 | DAUSA | RAJASTHAN | 303326 | ₹1.9 Cr+₹20.7 L (12.2%) | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹2.0 Cr+₹26.5 L (15.7%)Rejected-Finance MAIN STREET GONDER 35 VILL GONDER KARNAL HARYANA 132024 | KARNAL | KARNAL | HARYANA | 132024 | ₹2.0 Cr+₹26.5 L (15.7%) | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹2.1 Cr+₹38.6 L (22.8%)Rejected-Finance PLOT NO 160 2 KH NO 443 NASIR PUR VILLAGE SOUTH WEST DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | ₹2.1 Cr+₹38.6 L (22.8%) | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | Khairati Lal L5 | M/S SHRI PARASNATH CONST.CO L2 | SINGAL AND SONS CONSTRUCTION PVT LTD L6 | Pavee Construction L4 | MAHALAXMI CONSTRUCTION COMPANY L3 | PARWAL GROUP L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
a)All kinds of soil | 4,703 | Cum | 80 ₹3,76,240 | 150 ₹7,05,450 | 177.5 ₹8,34,782.5 | 100 ₹4,70,300 | 100 ₹4,70,300 | 65 ₹3,05,695 Lowest |
| 2.00 | 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. | 1,128 | Cum | 70 ₹78,960 | 165 ₹1,86,120 | 143 ₹1,61,304 | 50 ₹56,400 Lowest | 100 ₹1,12,800 | 65 ₹73,320 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 106 | Cum | 3,880 ₹4,11,280 | 4,100 ₹4,34,600 | 5,205 ₹5,51,730 | 4,000 ₹4,24,000 | 4,000 ₹4,24,000 | 3,800 ₹4,02,800 Lowest |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | 621 | Sqm | 300 ₹1,86,300 | 230 ₹1,42,830 Lowest | 286 ₹1,77,606 | 300 ₹1,86,300 | 250 ₹1,55,250 | 240 ₹1,49,040 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 560 | Sqm | 300 ₹1,68,000 | 450 ₹2,52,000 | 463 ₹2,59,280 | 400 ₹2,24,000 | 400 ₹2,24,000 | 240 ₹1,34,400 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | 529 | Sqm | 350 ₹1,85,150 | 370 ₹1,95,730 | 671 ₹3,54,959 | 400 ₹2,11,600 | 400 ₹2,11,600 | 240 ₹1,26,960 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Columns, Pillars, Piers, Abutments, Posts and Struts | 693 | Sqm | 350 ₹2,42,550 Lowest | 450 ₹3,11,850 | 750 ₹5,19,750 | 350 ₹2,42,550 Lowest | 450 ₹3,11,850 | 350 ₹2,42,550 Lowest |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 21,200 | Kg | 62 ₹13,14,400 Lowest | 68.64 ₹14,55,168 | 92 ₹19,50,400 | 65 ₹13,78,000 | 80 ₹16,96,000 | 79.5 ₹16,85,400 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 8,540 | Kg | 63 ₹5,38,020 Lowest | 80.96 ₹6,91,398.4 | 92 ₹7,85,680 | 65 ₹5,55,100 | 80 ₹6,83,200 | 79.5 ₹6,78,930 |
| 10.00 | Providing and fixing sheet covering over expansion joints with iron screws as per design.
a) Aluminium fluted strips 3.15 mm thick.: 200 mm wide | 88 | Meter | 500 ₹44,000 | 466.4 ₹41,043.2 | 596.9 ₹52,527.2 | 1,200 ₹1,05,600 | 700 ₹61,600 | 25 ₹2,200 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹7.4 L
Closing Date
24 Sept 2025, 6:00 pmClosed
AGM (E-C), Hisar Airport
O/o GM(Engg.) - Project, AAI, Hisar Airport, Hisar (Haryana) - 125001
Development of Integrated Aviation Hub at Hisar, Haryana (PhII). SH Construction of Boundary Wall and Perimeter Road to Segregate the Range and Welfare Centre Building from Operation Area and other Associated Civil and Elect. Works at Hisar Airport.
2025_AAI_245505_1
AAI/HISAR/ENGG(C)/B WALL,ROAD/2025-26
Open Tender
Construction Works
Item Rate
150 days
Hisar Airport
As per NIT Conditions
10 documents required · 10 mandatory
₹1,180
₹7.4 L
Hisar Airport
1 Nov 2025
22 Aug 2025
26 Sept 2025
22 Aug 2025
24 Sept 2025
22 Aug 2025
22 Aug 2025 - 10 Sept 2025
28 Aug 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. a)All kinds 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for a) Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for a) Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
Providing and fixing sheet covering over expansion joints with iron screws as per design. a) Aluminium fluted strips 3.15 mm thick.: 200 mm wide
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. a) All works upto plinth level:- Concrete of M25 grade with minimum cement content of 330 kg /cum.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. a) All works above plinth level upto floor V level:- Concrete of M25 grade with minimum cement content of 330 kg /cum.
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:4 (1 cement : 4 coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a) Cement mortar 1:4 (1 cement : 4 coarse 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.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
12 mm cement plaster of mix : a)1:4 (1 cement: 4 fine sand).
15 mm cement plaster on the rough side of single or half brick wall of mix : a)1:4 (1 cement: 4 fine sand).
6 mm cement plaster of mix : a) 1:3 (1 cement : 3 fine sand).
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 priming coat of exterior primer applied @ 0.90 litre/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. A) Nominal concrete 1:3:6 or richer mix (including equivalent design mix).
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved byEngineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’/Any other shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. a) All kinds of soil
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Centering and shuttering including strutting, propping etc. and removal of form for a) Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for a) Stairs, (excluding landings) except spiral-staircases
Centering and shuttering including strutting, propping etc. and removal of form for a) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
Edges of slabs and breaks in floors and walls a) Under 20 cm wide
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece.
Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing and fixing ISI marked IS: 1341 MS pressed butt hinges bright finished with necessary screws etc. complete : a) 125x65x2.12 mm
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
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. a) 40 mm thick with 20 mm nominal size stone aggregate.
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :a) 5.5 mm thick glass panes.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gms/litre.
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. A) Semi rigid pipe-32 mm dia
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work: 25 mm nominal dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall: 20 mm nominal dia Pipes
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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 C.P. brass bib cock of approved quality conforming to IS:8931 : a) 15 mm nominal bore
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
Providing and fixing PTMT grating of approved quality and colour. a) Circular type - 100 mm nominal dia
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 30 cm length.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter.
Providing and fixing in position precast R.C.C. manhole cover and frame. a) H D - 20: Circular shape 560 mm internal diameter.
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Construction of embankment by supplying and filling soil /suitable earth obtained from approved quarry in layers not exceeding 20cm (loose) in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to achieve the desired levels and compactions complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-Charge with all leads and lifts (The item includes cost of work, payment of necessary royalty, carriage of soil / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the Contractor. Payment to be made for compacted quantity only).
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. a) On W.B.M / W.M.M. @ 0.4kg/sqm
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. a) On bituminous surface @ 0.25kg/sqm
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix)and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG- 30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. a) 450 mm dia RCC pipes.
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. a) 600 mm dia RCC pipes.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
Providing Engineering Consultancy services for RCC work and Roadwork and testing for load bearing capacity/CBR with all relevant calculation sheet and design vetted by I.I.T/NIT/Govt Engg college. Providing detailed construction drawing (03 sets) required during execution etc.and As built drawings after completion (03 sets) as specified in tender document and any other details related to consultancy work which are essential for successful execution of works etc complete as per direction and satisfaction of EIC.
Supply of 45 watt LED type outdoor lighting luminaire with luminaire with die cast aluminium housing suitable for mounting on pole bracket (32 mm - 40 mm dia) having uniform lighting distribution with luminaire efficiency of 110 lumen per watt including driver and other accessories, IP65 protection complete as per specification as required.
Supply of 45 watt LED type Flood Light outdoor lighting luminaire with die cast aluminium housing suitable for airport perimeter wall illumination, having uniform lighting distribution with luminaire efficiency of 110 lumen per watt including driver and other accessories, IP65 protection complete as per specification as required.
Supply of 5 mtrs. height Hot Dip GI OCTAGONAL Pole with 130 mm bottom ( A/F) and 70 mm Top (A/F) made of 3 mm thick MS sheet along with base plate of size 200 mm X 200 mm X 12 mm thick welded to bottom of the pole having hinged lockable terminal box compartment along with 4 nos. foundation bolts including template, single arm bracket of length approx. 1000 mm for mounting of fitting etc as required.
Supply of 4C X 16 sq.mm size aluminium conductor armoured XLPE insulated PVC sheathed electric power cable for working voltage upto 1.1 KV. as per IS :7098 (Part-I) etc as required.
Supply of 3.5 C X 50 sq.mm size aluminium conductor armoured XLPE insulated, PVC sheathed electric power cable for working voltage upto 1.1 KV. as per IS : 7098 (Part-I) etc as required.
Erection of 5 Mtr. height G.I. octagonal pole including RCC foundation made from cement concrete 1:2:4:, (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) of dimension 1100 mm X 400 mm X 400 mm along with 50 mm height 1 X 3 X 6 PCC base at bottom, excavation and refiling etc. complete as required. or as per OEM design which ever higher.
Supplying and fixing suitable size of bakelite base sheet in the pole terminal/ junction box i/c providing and fixing of double pole 2A, 240V, 10 KA, "C" Curve, miniature circuit bracket suitable for inductive load, its DIN Rail, for pole stud type connector complete with connection, testing and commissioning etc as required.
Supplying and embedding 40 mm outer dia HDPE pipe in above GI pole collar/foundation (during casting) for cable entry including bending the pipe to the required shape complete as required.
Supplying and laying of 63 mm dia DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
Installation, testing and commissioning of LED street light fitting with all accessories on existing street light pole of 5 mtr height with bracket, including supplying and drawing of 3core 1.5 sq.mm. PVC insulated PVC sheathed flexible copper conductor cable from loop-in-loop-out box upto the individual streetlight fitting(s), connection etc. complete as required & as specified.
Laying of one number PVC insulated & PVC sheathed /XLPE power cable 1.1 KV grade of size upto 35 sq.mm in the existing RCC/ HUME/ METAL pipe as required.
Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade upto 35 sq.mm on wall surface as required.
Laying of one number PVC insulated & PVC sheathed /XLPE power cable 1.1 KV grade of size above 35 sq.mm upto 95 sq. mm size in the existing RCC/ HUME/ METAL pipe as required.
Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade above 35 sq.mm upto 95 sq. mm on wall surface as required.
Supply and making end termination with brass compression gland and aluminium lugs for 4 x 16 sq. mm size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.
Supply and making end termination with brass compression gland and aluminium lugs for 3.5x50 sq. mm size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. (Group - C)
Wiring for Circuit wiring alongwith earth wire with the 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required.
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
Supply of 20 watt LED tube light ( 4 feet) surface mounted suitable for operation on 230 volt,50Hz AC supply, complete etc as required.
Supply of 20 watt LED tube light ( 2 feet) surface mounted suitable for operation on 230 volt,50Hz AC supply, complete etc as required.
Supply of 1200mm sweep ceiling fan (5 Star rating) complete with down rod, fan blades and step type electronic regulator complete with all accessories as required.
Supply of exhaust fan of size 225 mm (9 inch), 900 RPM suitable for operation on 230V 50 Hz AC supply complete with louvers/shutters etc. as per site requirement.
Installation of exhaust fan upto 450 mm sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connections, testing, commissioning etc. as required.
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
Supplying and fixing, 4 way, single pole and neutral, sheet steel, MCB distribution board, double door, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
Supplying and fixing 6 amps to 32 amps, Single pole, rating, 240 volts, 10 kA, "C" curve, miniature circuit breaker in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Supplying and fixing DP MCB 32 amps, Double pole, rating, 240 volts, 10 kA, "C" curve, miniature circuit breaker in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting / LED fittings of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (LT Cable Size 3.5 X 185 Sq MM)
Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required: (3 X 120 Sq. mm XLPE Cable )
Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required: (3 X 240 Sq. mm XLPE Cable )
Providing and fixing M.S wall bracket for installation of flood light fitting made from 25 mm X 25 mm X 3 mm thick M.S angle with wedge support i/c installation of fitting with wiring from junction box with 3 core 1.5 mm PVC insulated PVC sheathed cable including providing suitable size of weather proof box ( Hensel /Cape/ Rittal) consisting of 4 way connector ( Stud type) and 2A, 240V, 10KA, "C" Curve DP MCB i/c testing , commissioning etc. as required.
Supplying and fixing cable termination box (water tight outdoor type) of size 600 mm x 450 mm x 300 mm deep of 2.0 mm thick CRCA sheet with suitable M.S angle stand and aluminium bus-bar of 300 Amps rating and suitable cement concrete foundation complete as required.
M/S SHRI PARASNATH CONST.CO (BID ID -904682)
MAHALAXMI CONSTRUCTION COMPANY (BID ID -906252)
Pavee Construction (BID ID -906002)
Khairati Lal (BID ID -904073)
SINGAL AND SONS CONSTRUCTION PVT LTD (BID ID -891281)
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