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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC | ₹4.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.3 Cr+₹3.5 L (0.82%)Rejected-Finance NO 91 GROUND FLOOR 3RD CROSS ROAD OPPOSITE VASAVI KANNIKA PARAMESHWARI TEMPLE BENGALURU BENGALURU 560021 KARNATAKA INDIA | BENGALURU | BENGALURU | KARNATAKA | 560021 | ₹4.3 Cr+₹3.5 L (0.82%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹5.0 Cr+₹78.8 L (18.5%)Rejected-Finance | ₹5.0 Cr+₹78.8 L (18.5%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹5.4 Cr+₹1.2 Cr (27.8%)Rejected-Finance | ₹5.4 Cr+₹1.2 Cr (27.8%) | L4 | Rejected-Finance 4th Lowest |
Tender Value
₹4.8 Cr
EMD Value
₹9.7 L
Closing Date
25 Aug 2023, 3:00 pmClosed
SM(EC)
AAI,HAL Airport, Bangalore
Construction of New ILS and associated Civil Works at HAL Airport, Bangalore. SH Civil and Internal Electrical Works
2023_AAI_163322_1
AAI/BG/ENGG(C)/NEW ILS-HAL/2023-24
Open Tender
Civil Works
Item Rate
120 days
HAL Airport, Bangalore
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
₹9.7 L
21 Mar 2024
4 Aug 2023
28 Aug 2023
4 Aug 2023
25 Aug 2023
4 Aug 2023
4 Aug 2023 - 11 Aug 2023
Amount
SH: 1 CIVIL WORKS
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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil :Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
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 earth within the operational area.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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)
Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to Plinth Level- Concrete of M25 grade with minimum cement content of 300 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 mixor bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removalvof form for Foundations, footings, bases of columns, etc. for mass concrete
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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. a)60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
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-II (size range 53 mm to 0.075 mm ) having CBR Value-25
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cementratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer?in- charge.
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.a)Glazed Vitrified tiles Matt/Antiskid finish of size. i)Size of Tile 600 x 600 mm
Providing and laying 04 mm continuous guide wire for laying/pulling cables inside GI & HDPE pipes.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 150 mm dia nominal bore
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Supplying and Installation of Low smoke fire retardent frangible shelter of size 8 m x 5 m and height 3m/3.5 mts made of using GRP PUF based panels of 50 mm thick with 2 mm thick GRP laminates as cladding in single panel construction for walls, roof panels in 02 nos sloping on either side and secondary GRP roof with GRP purlins and sections , partition wall of 40 mm thick panel with 2 mm grp as both side wall cladding including necessary provisions of door of size 900 mmx2000 mm , external painting with PU paint in RED and White Chequered design of size 600 mm x 600 mm pattern including the cost of design of the structure , vetting from the Govt Engineering college and submission of the duly vetted drawing and design calculations, transportation, installation at site etc as per the directions of Engineer-In-Charge
Supplying and Installation of Low smoke fire retardent frangible shelter of size 2 m x 2 m and height 3m/3.5 mts made of using GRP PUF based panels of 50 mm thick with 2 mm thick GRP laminates as cladding in single panel construction for walls, roof panels in 02 nos sloping on either side and secondary GRP roof with GRP purlins and sections , partition wall of 40 mm thick panel with 2 mm grp as both side wall cladding including necessary provisions of door of size 900 mmx2000 mm , external painting with PU paint in RED and White Chequered design of size 600 mm x 600 mm pattern including the cost of design of the structure , vetting from the Govt Engineering college and submission of the duly vetted drawing and design calculations, transportation, installation at site etc as per the directions of Engineer-In-Charge
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 white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
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 Wash basin size550x400 mm with single 15 mm C.P. brass pillar tap
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
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.
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 5.0
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone?III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : nside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including 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 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, 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 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 P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 5.0
Providing and fixing toilet paper holder : C.P. brass
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
Providing and fixing soil, waste and vent pipes : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 100 mm diameter
Providing and fixing soil, waste and vent pipes : 75 mm diameter Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100 mm dia
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 75 mm dia
Providing and fixing plain bend of required degree. 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
Providing and fixing plain bend of required degree. 75 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
Providing and fixing single equal plain junction of required degree : 100x100x100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
Providing and fixing single equal plain junction of required degree : 75x75x75 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
Demolishing cement concrete manually/ by mechanical means including disposal of material within operational area as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area 3 sq. metres and below
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within operational area as per direction of Engineer-in-charge.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within operational area as per direction of Engineer - in- charge.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within operational area as per direction of Engineer - in- charge : In cement mortar
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats
Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
Credit Items for (taking away by the contactor the dismantled Materials and disposal beyond initial lead of 50 mts and outside AAI premises. a) Dismantled Bricks
Credit Items for (taking away by the contactor the dismantled Materials and disposal beyond initial lead of 50 mts and outside AAI premises. b)dismantled Doors & windows
Credit Items for (taking away by the contactor the dismantled Materials and disposal beyond initial lead of 50 mts and outside AAI premises. Dismantled Stones
Credit Items for (taking away by the contactor the dismantled Materials and disposal beyond initial lead of 50 mts and outside AAI premises. Structural Steel work
Credit Items for (taking away by the contactor the dismantled Materials and disposal beyond initial lead of 50 mts and outside AAI premises. Aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 300 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 200 mm nominal size dia
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
INTERNAL ELECTRIFICATION WORKS
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 steel 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.
Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
2 X 16 sq. mm + 1 X 6 sq. mm earth wire
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate 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.
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 6 pin 5/6 & 15/16 amps modular socket outlet and 2 nos. of 15/16 amps modular switches, connection etc. as required.
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, 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)
18 way (2+16), double door
Supplying and fixing of following ways surface/ recess mounting, horizontal type, 415 V, TPN MCB PPI distribution board of sheet steel, dust protected, duly powder painted, inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required .
6 way (8+6+18), double door
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Single Pole
Supplying and fixing following, 240/415 V, MCB/RCCB suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
32A DP RCBO, 6/10KA breaking capacity, 100mA sensitivity
63A DP MCB 10KA breaking capacity, C curve
63A TPN MCB 10KA breaking capacity, C curve
Supply of wall mounted LED batten type luminaries having minimum output of 2000 lumens with Five (5) year manufacturer warranty (for complete assembly) complete with electronic driver, made out of powder coated CRCA/ Aluminium housing with opal/ acryllic diffuser suitable to operate on 230V, 50Hz single phase AC supply etc, complete as per specifications
Supply and fixing of Rechargeable type Emergency light fitting complete suitable for mounting on wall (Make : Bajaj ELX 16 or equivalent)
Supply of outdoor type LED street light fixture having lumen output not less than 7700 lumens with Five (5) year manufacturer warranty (for complete assembly), pressure die cast extruded aluminium/aluminium alloy housing, heat sink with general spread optics , IP-65 or higher, including accessories such as LED of approved make, electronic gear/driver with surge voltage, etc suitable for operation on 230V, 50Hz single phase AC supply etc, complete as per specifications
Installation, testing and commissioning of batten type LED luminaire directly on the wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required as per site requirement.
Installation, testing and commissioning of LED street light fixture including supplying and fixing of 32mm dia X 1.20 metre long G.I. pipe (medium class) bracket for mounting of LED street light fitting on pole/wall including bending the pipe to the required shape, accessories such as clamps with nuts, bolts and washer, painting with primer and finish paint etc. as required.
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor with 3 nos. blades, down rod, copper winding etc, Power Factor not less than 0.9, Air delivery minimum 215 CMM, THD less than 10%, and all remaining accessories including safety pin, nut bolts, washers etc suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
Supply of 300mm sweep, 900 rpm heavy duty exhaust fan suitable for 230 volts, 50hz, single phase A.C supply complete with all accessories including louvers etc as required.
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450mm Sweep
KVR Construction Heights Pvt Ltd
SUBRAMANYAM CONSTRUCTIONS
BALAJI ENTERPRISES
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