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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹2.6 CrAccepted-AOC MAIN STREET GONDER 35 VILL GONDER KARNAL HARYANA 132024 | KARNAL | KARNAL | HARYANA | 132024 | ₹2.6 Cr | LI | Accepted-AOC Lowest bidder |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
21 Feb 2024, 11:00 amClosed
SM (Civil)
O/O DGM civil , AAI, Dibrugarh Airport
Reconfiguration of Terminal Building at Dibrugarh Airport Phase-II
2024_AAI_181789_1
AAI/DIB/E-C/e-NIT/NTB Reconfigation/23-2
Open Tender
Civil Works
Item Rate
180 days
Dibrugarh
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,180
₹5.3 L
17 Feb 2025
16 Jan 2024
22 Feb 2024
16 Jan 2024
21 Feb 2024
16 Jan 2024
16 Jan 2024 - 23 Jan 2024
Amount
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
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.
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm.
Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (a) Of area 3 sq. metres and below.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. (a) Internal Work- Exposed on wall.
Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions 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 by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
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 : Columns, Pillars, Piers, Abutments, Posts and Struts
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 : Suspended floors, roofs, landings, balconies and access platform.
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 Grade of steel: Fe 500
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Above plinth level upto Thermo-Mechanically Treated bars Grade of steel: Fe 500
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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) /AAC Block
12 mm cement plaster of mix: 1:6 (1 cement: 6 fine sand).
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand).
6 mm cement plaster of mix: 1:3 (1 cement : 3 fine sand)
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 of all colour and texture except Black, Cherry/Ruby Red
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 applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
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.
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece.
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer like DORMA, KANZ or Equivalent with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly. The Glass panel assembly shall be connected to frames made up of SS- 316 Grade stainless steel Hollow section and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non-staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured as per direction and satisfaction of Engineer-in-charge.
Providing and fixing stainless steel frame (for Glass partition work) on Floor/walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall/floor with the help of M.S. brackets/ lugs of angle iron/ flats etc. M.S. brackets/ lugs of angle iron/ flats shall be fixed to wall/floors through suitable fasteners and compatible harders e.g. HILTI or equivalent to withstand the load of glass partition work and other incidentials environmental loads inside terminal bulding, including drilling necessary holes. Approved connector/spider fittings etc. shall be welded to the frame work to support glass partition, (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, and nothing extra shall be paid).
Painting of high-rise structural steel work of truss/portals/purlins, plates etc. with activities as listed below: i) Cleaning of surface with Hand / Power tool clean to minimum of ST2 (ISO 8501-1:2007 or SSPC SP2) and preparation of surface by fresh water washing and drying and / or blowing and / or removing corrosion/existing paint spalls etc. complete, where ever required as per standard industrial practice/ paint manufacturer’s specifications and directions of Engineer in charge. ii) Supplying and applying on the prepared surface with Surface tolerant HB epoxy primer viz. RUST O CAP 22 or equivalent as per the thickness recommended by the manufacturer, iii) Supplying and applying over the primer applied surface with an undercoat of two component Epoxy Surface Tolerant Paints Interseal 547/SIGMACOVER 620 or equivalent with minimum DFT of 100 microns (applied at one-liter paint / 5. sqm) iv) Supplying and applying finishing coat with two component Acrylic Polyurethane paint Interthane 990/APCOTHANE 680 of International Paints or equivalent with minimum DFT of 60 microns (applied at one-liter paint / 6.65 sqm) to get the glossy finish. All the above applications must be done with the application technique recommended by the paint manufacturer and approve by the engineer in charge. The rate shall include cost of scaffolding /special ladders/boom lifts etc. as per site requirements the height as specified below, for accessing inaccessible areas with required safety measures like safety belts for painters and operators, ropes nets etc. and including isolating the area of painting without affecting passenger movement in Airport terminal etc. complete as per manufactures’ s specifications and as directed by the Engineer in Charge. a) For all works steel structures up to a height of 12 meters from base
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (one or more coats applied @ 0.83 ltr/10 sqm).
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
Providing Engineering Consultancy Services for "Reconfiguration of NTB for capacity enhancement (with design of mezzanine floor slab) and structural feasibility for demolition of walls of Existing building at Dibrugarh Airport." Scope of work includes :- Planning, Designing & Detailing and to make all "good for construction" drawings, documents as per technical specification etc. On vertual completion preparation of As-BUILT Drawings. The structural drawings and designs shall have to got vetted from Government Engineering College.(NIT/IIT) for adequacy of design. It should be in-principle approved by in EIC before vetting. The cost as incurred towards vetting of the structural drawings and designs is included in this item hence no extra payment shall be made in this regard.
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. Group C
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. COST FOR 50 METERS
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 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
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
4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire
4 X 4 sq. mm + 2 X 4 sq. mm earth wire
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
1 X 1.5 sq. mm
2 X 1.5 sq. mm
3 X 1.5 sq. mm
2 X 2.5 sq mm
3 X 2.5 sq. mm
6 X 2.5 sq. mm
2 X 4 sq mm
Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
5/6 amps switch
15/16 amp switch
3 pin 5/6 amp socket outlet
6 pin 15/16 amp socket outlet
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
1 or 2 Module (75mmX75mm)
3 Module (100mmX75mm)
4 Module (125mmX75mm)
6 Module (200mm X 75 mm)
8 Module ( 125 mm X 125 mm)
Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.
1 or 2 module
3 module
4 module
6 Module
8 Module
Wiring for grouo controlled (looped) light point/fan/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/ resessed steel conduit, and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor, single core cable etc. as required. Group C
Providing and Fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
100 A, 30KA, FPMCCB
125 A, 36KA, FPMCCB
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, netural bus bar, earth bar, din bar, interconnections, power painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
6 way, Double door
8 way, Double door
12 way, Double door
Supply and Fixing following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distrivution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din br for mounting MCBs (but without MBs and incomer) as required. (Note: Vertical type MCB TPDB is nornally used where 3 phase outlets are required.)
4 way (4+12), Double door
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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
Double pole
Triple pole and neutral
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V "C" curve DP MCB complete with connections, testing and commissioning etc. as required
Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required
For 6 way, Double door SPN MCBDB
For 8 way, Double door SPN MCBDB
For 10 way, Double door SPN MCBDB
Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc.as required.
For 4 way, Double door TPN MCBDB
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray cable tray with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including
100 mm width X 50 mm depth X 1.6 mm thickness
225 mm width X 50 mm depth X 1.6 mm thickness
300 mm width X 50 mm depth X 1.6 mm thickness
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray “bends “ (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.
100 mm width X 50 mm depth X 1.6 mm thickness
225 mm width X 50 mm depth X 1.6 mm thickness
300 mm width X 50 mm depth X 1.6 mm thickness
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray “Tee” ( galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.
100 mm width X 50 mm depth X 1.6 mm thickness
225 mm width X 50 mm depth X 1.6 mm thickness
300 mm width X 50 mm depth X 1.6 mm thickness
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray “Cross member” ( galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.
100 mm width X 50 mm depth X 1.6 mm thickness
225 mm width X 50 mm depth X 1.6 mm thickness
300 mm width X 50 mm depth X 1.6 mm thickness
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.
Upto 35 sq. mm (clamped with 1mm thick saddle)
Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
4C X 35 sq. mm (32mm)
3.5C X 70 sq. mm (38mm)
Supply of XLPE insulated and PVC sheathed armoured aluminium conductor under ground power cable of 1.1 KV grade of following sizes confirming to IS 7098 (Part-1) with upto date ammendments etc complete as required 3.5CX70 Sqmm
Supply of XLPE insulated and PVC sheathed armoured aluminium conductor under ground power cable of 1.1 KV grade of following sizes confirming to IS 7098 (Part-1) with upto date ammendments etc complete as required 4CX35 Sqmm
Supply of XLPE insulated and PVC sheathed armoured aluminium conductor under ground power cable of 1.1 KV grade of following sizes confirming to IS 7098 (Part-1) with upto date ammendments etc complete as required 3CX1.5 Sqmm
Supply of High bay LED luminaries having minimum lumen output of 10000 lm, system efficacy not less than 110 lumen/watt, control driver with more than 4kV surge suppressor, made up of pressure die cast aluminum alloy housing with toughened glass, electronic LED driver , suitable to operate on single phase, 50Hz AC supply, meeting with minimum requirements specfied in the technical specification and equivalent to Model No.BIHNK 100W WH NB TG SD , Make: Bajaj
Supply of round type LED luminaries having minimum lumen output of 1800 lm, system efficacy not less than 100 lumen/watt, control driver with more than 2kV surge suppressor, made up of pressure die cast aluminum alloy housing with toughened glass/Poly carbonate diffuser, electronic LED driver , suitable to operate on single phase, 50Hz AC supply, meeting with minimum requirements specfied in the technical specification and equivalent to Model No.BGSLO Sleek Recess RD 18W WH LED , Make: Bajaj
Supply of 2ft X 2ft LED luminaries having minimum lumen output of 3600 lm, system efficacy not less than 100 lumen/watt, control driver with more than 2kV surge suppressor, made up of pressure die cast aluminum alloy housing with toughened glass/Poly carbonate diffuser, electronic LED driver , suitable to operate on single phase, 50Hz AC supply, meeting with minimum requirements specfied in the technical specification and equivalent to Model No.BZRSQL 36L LED GX PRO WH , Make: Bajaj
Installation, Testing, commissioning of all type of LED luminaires up to height of 4 mtr, including providing hanging supports to fittings, as required and as per direction of Engineer-In - Charge
Installation, Testing, commissioning of all type of LED luminaires above 4 mtr height, including providing suitable hanging supports to fittings, as required and as per direction of Engineer-In - Charge
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