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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC As per BOQ |
| 2 | L2₹2.0 Cr+₹7.4 L (3.78%)Rejected-Finance | ₹2.0 Cr+₹7.4 L (3.78%) | L2 | Rejected-Finance As per BOQ |
| 3 | L3₹2.1 Cr+₹10.2 L (5.24%)Rejected-Finance 1 NAMAK KOTHI NORTH CIVIL LINES JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹2.1 Cr+₹10.2 L (5.24%) | L3 | Rejected-Finance As per BOQ |
| 4 | L4₹2.4 Cr+₹44.7 L (22.9%)Rejected-Finance C 3 LAKHAN SONA NEAR RPS MORE BAILEY ROAD PATNA BIHAR PIN 801503 | PATNA | BIHAR | 801503 | ₹2.4 Cr+₹44.7 L (22.9%) | L4 | Rejected-Finance As per BOQ |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
29 Aug 2022, 6:00 pmClosed
AGM (E-C)-II, AAI
Project office, Jabalpur airport
Construction of entrance gate, rotary, security hut, flag post etc. at entry of NTB at Jabalpur Airport
2022_AAI_123455_1
Co entrance gate, rotary, security hut, flag post
Open Tender
Construction Works
Item Rate
180 days
Jabalpur Airport
Please refer Tender documents.
17 documents required · 17 mandatory
₹1,180
₹4.2 L
24 Jan 2024
5 Aug 2022
31 Aug 2022
6 Aug 2022
29 Aug 2022
6 Aug 2022
6 Aug 2022 - 26 Aug 2022
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 for all leads within airport premises and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
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 for all leads within airport premises and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock
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 for all leads within airport premises and lift upto 1.5 m, as directed by Engineer-incharge. Hard Rock (blasting prohibited)
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, for all leads within airport premises. 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, for all leads within airport premises : All kinds of soil (Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for : Arches, domes, vaults up to 6 m span
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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately).
Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
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.
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.
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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. Size of Tile 600x600 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
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
12 mm cement plaster: 1:6 (1 cement : 6 fine sand)
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6mm thick cement plaster (1:3) (1 cement : 3 coarse sand) finished rough with sponge.
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
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 fixing in position pre-moulded joint filler in expansion joints.
Providing and laying in position bitumen hot sealing compound for expansion joints/dummy joints/construction joints etc. Using grade ‘A’ sealing compound.
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaningthe surface of all dirt, scales, oil, grease and foreign material etc. complete.
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' shaped placed 2.4m 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)
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), includingmaking drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shallbe measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge).
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. : Made of G.I. wire of dia 4 mm
Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant atOMC, carriage of mixed material by tippers to work site, for all leads& lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mmto 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 laying Non Pressure NP-4 class (Heavy 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) includingtesting of joints etc. complete. 600 mm dia. R.C.C. pipe
Providing and fixing aluminium work for doors, windows, ventilators and partitions 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 dash fasteners 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 be 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm)
Providing & laying polythene sheet of 400 microns on the base course / sub-base with overlaps not less than 100 mm longitudinally and 150 mm transversely over and including a base layer of 6 mm thick fine sand including surface preparation etc. complete as per specifications and as directed by the Engineer-in-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas within AAI premises (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and filling available earth obtained for subgrade, embankment, depressions as required in layers not exceeding 20 cm (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 give at least 95% of the maximum laboratory dry density (modified Proctor density) as per IS : 2720 (part VIII) 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 excavation, carriage of avaliable earth upto work site for all leads and lifts and compaction . Payment shall be made for compacted quantity only.
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 20 mm thick Jaisalmer yellow sandstone (Dressed)
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 20 mm thick Gwalior mint white sandstone (Dressed)
Wiring for light point/ Fan Point/exhaust fan point/ call bell point with 1.5 sqmm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit with modular switch, modular plate, suitable GI Box and earthing the point with 1.5 sqmm. FRLS PVC insulated copper conductor single core cable etc including all fitting and accessories as required.
Wiring for group controlled (looped) light point/ Fan Point/exhaust fan point/ call bell point ( without independent switch etc.)with 1.5 sqmm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit with modular switch, modular plate, suitable GI Box and earthing the point with 1.5 sqmm. FRLS PVC insulated copper conductor single core cable etc including all fitting and accessories as required.
Wiring for power plug with 2X2.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 2.5 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. MCB should be provided separately.
Supplying and fixing suitable size GI box with ( 3 module) modular plate and cover in front on surface or in recess, including providing and fixing 1 nos.6 pin 6/16 A modular socket outlet and 1 nos.15/16 A modular switch, connections etc. as required.
Supply,Installation,testing &commissioning of 5 star BEE rated ,ISI marked energy efficient sweep ceiling fan with double ball bearing , motor ,blades , down rod , canopies , capacitor etc .Suitable for operation on 230 volts , 50 Hz. , single phase , AC supply complete as required of and as per specifications attached .(1200mm Sweep) .Including step type 2 Module heavy duty ceiling fan regulator.
Supply, Installation, Testing & Commissioning of LED Flood Light 100 Watt including all accessories for fixing the light. The Fixture should comply with the other parameters as per IS 10322. Luminaire shal have minimum surge protection of 2 KV.
Supply, Installation, Testing & Commissioning of LED 10 Watt bulkhead light Fixture.
Supply, Installation, Testing & Commissioning of LED 20 Watt Tube light Fixture.
Supply, Installation, Testing & Commissioning of Philips Robin 12 watt LED bulb(black) light fixture.
Supplying and fixing following way, horizontal type two pole and neutral, sheet steel, dust protected, MCB distribution board, 230 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) IK-09 IP43 4 Way SPN DB
Supplying and fixing following way, horizontal type two pole and neutral, sheet steel, dust protected, MCB distribution board, 230 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) IK-09 IP43 6 Way SPN DB
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “B” 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 fixing, testing & commissioning of following rating, double pole, 240 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required. 32 amps
Supply of following size of 1.1kv grade FRLS multicore copper conductor XLPE insulated and PVC sheathed armoured cable as per IS : 7098:1988 with upto date amendments. 2 core, 16 Sq.mm.
Supply of following size of 1.1kv grade FRLS multicore copper conductor XLPE insulated and PVC sheathed armoured cable as per IS : 7098:1988 with upto date amendments. 3.5 Core, 70 Sqmm
Supply and making indoor end termination with double brass compression gland and Copper lugs for XLPE insulated and PVC sheathed copper conductor cable of 1.1kv grade of the following sizes as required. 2C X 16 SQMM
Supply and making indoor end termination with double brass compression gland and Copper lugs for XLPE insulated and PVC sheathed copper conductor cable of 1.1kv grade of the following sizes as required. 3.5 Core, 70 Sqmm
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground existng RCC hume pipe / DWC HDPE etc as required. Upto 35 sq. mm
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground existng RCC hume pipe / DWC HDPE etc as required. Above 35 sq. mm and upto 95 sq. mm
Supply and laying of following size DWC HDPE pipe ISI marked alongwith all accessories like socket bend, 'o' ring, coupler etc confirming to IS 14930, Part-ii complete with fitting and cutting jointing etc. direct in ground ( 75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc, complete as required. 63 mm 63 mm OD and 51 mm dia
Supply, Installation, Testing and Commissioning of 3 KVA 1 Phase input & 1 Phase output rated high performance IGBT based fully microprocessor controlled (Single phase Input & Single phase Output) online UPS system suitable for input and output parameters as per specifications. The UPS shall have own batteries with 15 minute battery back-up with SMF batteries .Complete system must be provided as per specifications and as per site requirement including inter connecting cables from battery to UPS, UPS to panel with single core copper cabling etc..
Constrcting masonary Chamber 60 x 60 x 75 cm inside, In brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with C I surface box 300 x 300 x 500 mm(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) i/c necessory excavation, foundation concrete 1:5:10 (1 cement : 3 coarse sand ) 12 mm thick, finished with afloating coat of neat cement complete as per standard design :
Supply installation testing and commissioning of Ceiling mounted automatic fire extinguisher (CO2) of 4.5 KG capacity including all fitting and accessories as per dwg and spec as complete required.
Providing and fixing GI Pipe Medium class confirming to IS 1239/3589 including excavation and refilling the trench 50 mm dia
Providing and fixing GI Pipe Medium class confirming to IS 1239/3589 including excavation and refilling the trench 100 mm dia
Providing & Laying earth connection from earth electrod with 6 SWG GI wire in 15 mm dia GI Pipe from earth electrode including connection with GI thimble excavation and re-filling as required
Supply and creating of advance maintenance free Chemical Gel Earthing of Dual Pipe Technology (GI) of 3mtr long 50mm dia of outer shell (MS) with the 25mm dia of inner shell (MS) of 80-100 microns galvanized earth electrode filled with highly conducting metallic compounds with the permanent sealing’s at both the ends with the lead terminal of 32x10mm size at the top along with 50 Kgs of chemical mixture of Resistance Lowering Grounding Minerals. The loss on ignition by mass of the chemical compound shall be less than 20%. The chemical compound should be tested and certified by any International accredited and BIS (Bureau of Indian Standards) accredited laboratory. The earth electrode shall be duly tested & certified by CPRI (Central Power Research Institute), Govt of India. The chemical earth electrode manufacturer shall be an ISO 9001:2008 & ISO 14001:2004 certified organization. The Earth pit should be covered with heavy duty polyplastic weather proof chamber etc. as required & approved by the Engineer In charge.
SITC of MV panel i) 2 No. 125 Amps. 4P MCCB 16KA, Icu=Ics with thermo magnetic based release having O/L ,S/C earth fault protection & necessary interlocking arrangement between two nos. incomers & one no. bus coupler and equipped with the following: a) 3 Nos. Phase indication LED lamps with 2Amp back up MCB, breaker 'ON/OFF/TRIP' indicating light with 2A MCB Digital Multifunction Meter, accuracy class 0.5s, with LED/LCD screen as per specs. with 3 Nos. cast resin current transformers of dual core CT's of suitable Amp. ratio, 15 VA Class1.0 metering. ,protection MCBs as required accessories to complete the system. Bus couplers: i) 1 No. 125 Amps. 4P MCCB 16 KA, Icu=Ics with Thermal Magnetic based release having O/L ,S/C protection. Bus Bar : 2 Sections of Electrolytic high conductivity Aluminium extensible three phase and neutral busbars rated at 160 amps , & auxiliary Bus Bars of suitable capacity insulated with heat shrinkable coloured PVC sleeves & suitable to withstand symmetrical fault level of 16 kA at 433 volts, i/c DMC/SMC bus bars supports at required intervals complete for cross section, size supports & their spacing etc. Outgoings: All MCCB (Ics=lcu) with O/L, S/C,E/F followings shall be applicable to each. All outgoing with MCCB for O/C, S/C,E/F protection with On, off trip indications of following capacity and rating, 16 KA (Ics=Icu=100% ) with Set of Digital flush type calibrated Intelligent multifunction meters (with communication port) suitable rating class ‐ 1.0 accuracy , showing V, A, KW with 3 Nos. cast resin current transformers of dual core CT's of suitable Amp. ratio, 5 VA Class 1.0 metering. , Spreader links and phase barrier, solid neutral link complete with wiring , connections etc. i) 2 Nos. ‐ Thermal Magnetic 63 Amp. 4P MCCB,16kA ii) 2 Nos. ‐ Thermal Magnetic 40 Amp. 4P MCCB,16 kA Necessary interlocking shall be successfully operational in all possible combinations. The Switchboard panel ( Floor mounted) shall be complete with all interconnections, risers, internal wiring, labels, control/circuit fuses base frame etc. complete as required.
SITC of Cat 6 A 4 pair UTP cable including medium class PVC pipe
SITC of Cat 6 A face plate duplex & telephone & DATA point complete with GI back bar
SITC of Telephone instrument analog type
Supply of 30.5 M Flag Mast shall be in three sections, Hot dip galvanised and suitable for wind velocity as per IS 875. GA drawing of mast is attached, along with special Type Dome. Mast shall be suitable for Indian Tri Colour Flag Size 30 Ft x 20 Ft. Flag to be paid separately. System for raising Lowering of flag It shall have double drum winch, 6 mm dia stainless steel wire rope and integral power tool for the raising and lowering of flag . Supply of system with 3C X 2.5 sqm copper armoured cable for aviation light. PU painting of high mast shaft with a coating of each primer and PU paint.
Supply of foundation volts manufactured from special steel alongwith Nuts, washer , anchor Plates and Templates.
Supply Installation Testing and Commissioning of Integral LED aviation obstruction light comprising of alluminium housing with polycarbonet enclosure.
Supply of 5 M high hot dip galvanised octagonal pole suitable to mount 2 Nos. flood light fitting at top
Supply Installation Testing and Commissioning of 350 watt LED flood light luminaire with extruded aluminium housing cum heat sink with IP66 protection.
Supply of national flag of size 30 Ft x 20 Ft in 100% knitted polyester (140 gsm) , with reinforced super strong nylon webbing on all 3 sides & rope/toggle sleeve with all three colour fabrics and central chakra complete.
Supply of outdoor stand mountedfeeder piller fabricated out 14 SWG CRCA sheet with 32 Amp TPN MCB incomer, single dial time switch 22 A TP Contactor for the automatic switching of luminaire power tool control with suitable contactors and raise lower push UPS button , the panel shall have 2 KVA inverter suitable to work on 200V -230V , 50 hz output alongwith SMF VRLA batteries tp provide 30 minuts backup time and as per technical specification , approved list of make etc. as required Inverter and battery shall be accomodated in the control panel with proper air ventilation (Agency shall finalise the make and diemension of inverter and battery bank before approving the general arrangement drawing of control panel ). .
Construction of shallow foundation with M 20 grade concrete for the Highmast considering the safe soil bearing capacity (10T/SQM) at site at suitable depth with all materials and labour.
Erection of the flag Mast with the help of suitable equipments and assembly of operating system and flag supplied by agency.
Erection of the 2 nos. fitting on suitable pole.
prime constructions
M K S ENGINEERING CO PVT LTD
SHIV VIJAY ENGICON PVT LTD
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