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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 CrAdmitted-Finance PAURI GARHWAL | UTTARAKHAND | 246001 | ₹9.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.1 CrAdmitted-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR JV M S REVAN SINGH BISHT VILLAGE BHANAULI POST HATT GAON TEHRI GARHWAL | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹9.1 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | goyal and sons L2 | SANJAY AGARWAL 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 2,000 | Cum. | 202 ₹4.0 L | 200 ₹4 L |
| 2.00 | Earth work 1.5 m - 3.0 m Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 180 | Cum. | 145 ₹26,100 | 143 ₹25,740 |
| 3.00 | 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. | 1,900 | Cum. | 223 ₹4.2 L | 221 ₹4.2 L |
| 4.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,200 | Sqm | 352 ₹4.2 L | 350 ₹4.2 L |
| 5.00 | 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) : 8 graded stone aggregate 40 mm nominal size) | 300 | Cum. | 7,700 ₹23.1 L | 7,695 ₹23.1 L |
| 6.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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. | 200 | Sqm | 847 ₹1.7 L | 846 ₹1.7 L |
| 7.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 190 | Sqm. | 466 ₹88,540 | 464 ₹88,160 |
| 8.00 | 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 mininum 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 M25 grade with minimum cement content of 370 kg /cum | 699 | Cum. | 10,740 ₹75.1 L | 10,737 ₹75.1 L |
| 9.00 | 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 mininum 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 M25 grade with minimum cement content of 370 kg /cum | 769 | Cum. | 11,140 ₹85.7 L | 11,140 ₹85.7 L |
| 10.00 | 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 | 2,03,698 | Kg | 122.5 ₹2.5 Cr | 122 ₹2.5 Cr |
Tender Value
₹9.1 Cr
EMD Value
₹18.2 L
Closing Date
7 Apr 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF ACADEMIC BUILDINGS AT GOVT. POLYTECHNIC, GAIRSAIN, BLOCK-GAIRSAIN, DISTT-CHAMOLI
2026_MDPEY_93317_1
948/Nivida(Garh)Srinagar/18 Dt 13/03/2026
Open Tender
Civil Works
450 days
GAIRSAIN, BLOCK-GAIRSAIN, DISTT-CHAMOLI
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Const.Unit, UKPJN, Srinagar
₹18.2 L
Dehradun
28 Apr 2026
17 Mar 2026
8 Apr 2026
17 Mar 2026
7 Apr 2026
25 Mar 2026
18 Mar 2026 - 23 Mar 2026
24 Mar 2026
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-in-charge. All kinds of soil
Earth work 1.5 m - 3.0 m Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: 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.
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
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) : 8 graded stone aggregate 40 mm nominal size)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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.
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
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 mininum 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 M25 grade with minimum cement content of 370 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 mininum 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 M25 grade with minimum cement content of 370 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
Centring and shuttering including strutting,ropping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Suspended floors, roofs, landings, balconies and access
Shelves (Cast in situ)
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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. sqm
Brick work with F.P.S. bricks of class designation 75 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 7.5 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)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in in superstructure above plinth level up to floor V level :cement mortar 1:4 (1 cement : 4 coarse sand)
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
15 mm cement plaster on the rough side of wall of mix : 1:6 (1 cement: 6 fine sand)
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. completeGranite of any colour and shade:Area of slab over 0.50 sqm
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
Providing and laying flamed finish 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 : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work
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
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.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 and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. : Powder coated minimum thickness 50 micron aluminium tubular handle bar
Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
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.
Wall painting with premium acrylic emulsion paint of interior grade, 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
Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqmover and including priming coat of exterior primer applied @0.90 litre/10 sqm.
Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -inCharge. (Material shall conform to ASTM 6063). Floor Joint of 100 mm gap
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Premium Casement Window (uPVC)Colour Handle Colour Handle Type Hinge Type PullDown BS Glazing. Pristine White White Swirl Handle Easy Clean No SG TGH 6MM Size (m) 1.800w x 1.350h UPCWO0201POOOO
Premium Casement Ventilator (uPVC)Colour Handle Colour Handle Type Hinge Type PullDown BS Glazing. Pristine White White Swirl Handle Easy Clean No SG TGH 6MM Size (m) 1.800w x 0.600h UPCWO0205POOOO
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately)..Frame size 65 x 150 mm
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)35 mm thick
Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90 mm
Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-InCharge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063). Wall Joint of 100 mm gap
Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminumbase members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control systemthat is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed toaccommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members byutilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall conform to ASTM 6063). Roof Joint of 100 mm gap
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Providing and laying APP(Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
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.
15 mm dia nominal bore
20 mm dia nominal bore
25 mm dia nominal bore
32 mm dia nominal bore
40 mm dia nominal bore
50 mm dia nominal bore
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.
65 mm nominal inner dia Pipes
Providing and fixing CPVC UNION-SOC, FITTINGS HSN CODE: 39174000
15 mm dia nominal bore
20 mm dia nominal bore
25 mm dia nominal bore
32 mm dia nominal bore
40 mm dia nominal bore
50 mm dia nominal bore
65 mm dia nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
25 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
50 mm nominal bore : Horizontal
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
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 C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
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. Circular tank
Supply and fixing of kIRLOSKER Centrifugal Self Priming Mono block Pump (KIRLOSKAR & SP2HM) Pump Type Self Priming Mono block Pump, Size (Dia) of solids in liquid to be handled 15.5 millimeter, Suction Pipe size (Nominal) 50 millimeter, Delivery pipe size (Nominal) 50 millimeter, Speed in RPM 2900 Impeller Material Cast Iron, Motor Type AC Motor ISI Marked 3 Phase , 415 V ± 10%, 50Hz±3%Hz complete in all aspects as per direction of Engineer In-charge
EUROPEAN W.C. Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
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 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 size 630x450 mm with a pair of 15 mm C.P. brass pillar tap
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
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 32mm size bottle trap of approved quality & make and as per the direction of engineer-ing-charge.
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.
75 mm dia
110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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
Bend 87.5 degree
75 mm dia Bend
110 mm bend
Shoe (Plain)
75 mm Shoe
110 mm Shoe
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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 : Inside 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 7.5
Extra depth for manholes Size 120x90 cm With F.P.S brick class designation 75
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-in-charge. All kinds of soil
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. 40 mm thick with 20 mm nominal size stone aggregate
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
For vertical surface two coats @ 0.70 kg per sqm
For horizontal surface one coat @1.10 kg per sqm.
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Rectangular shape 600x450 mm internal dimensions
Providing and fixing plain bend of required degree. Inlet & Outlet Pipe 100 mm dia
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar
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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collectingsamples 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, upto 80 metre depth below ground level. All types of soil 400 mm dia
All types of soil 400 mm dia
Rocky strata including Boulders 400 mm dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.
200 mm nominal size dia
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
PCC 1:3:6 using batching Plant-Plain cement concrete 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Mechanical Means Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Technical Specification Clause 302.3.5
Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 10 Km. (326.68+5X23.16=442.48)
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
Water Bound Macadam Sub-base/base WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Manual Means
Water Bound Macadam Sub-base/base. WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,stonescreening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.By Manual Means
Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
WGSTLPT Point wiring in PVC conduit, with modular type switch.
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 medium class 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
WGSTLMIDTC Twin Control point wiring in PVC conduit, with modular type switch:
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
WGSTLPP2 Power plug wiring in PVC conduit (2x4 sq. mm)
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.
WGSTLSB Circuit/ submain wiring in PVC conduit:
Wiring fir curcuit/ submain wiring alongwith earth wire 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 6 sq. mm + 1 X 6 sq. mm earth wire
2 X 10 sq. mm + 1 X 6 sq. mm earth wire
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
MODFREB S/F modular type electronic fan regulator:
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.
PWTPMCBDB S/F TP MCB DB:
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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)
8 way (4 + 24), Double door
6 way (4 + 18), Double door
MCBTPIS S/F TP MCB isolator:
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required.
MCBC S/F 'C' curve, SP MCB
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
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 installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.
600 mm width X 50 mm depth X 2.0 mm thickness
EARGIPL G.I earth plate elctrode:
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required..
EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground:
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)
Supply and fixing of 1200MM SWEEP Ceiling Fan with Regulator Model : Double Ball Bearing, Sweep : 1200mm, Body : Cast Aluminium (Both top and bottom) Colour : White, Accessories : Complete Body with Blades, Downrod, Canopies (2 numbers), Fixing Clamps & Rubber Bush. Regulator : Resistance / Switch type Electronic Input supply : Single phase 230VAC +/-10% ; 50Hz +/-5%, Make : Usha / Orient / Khaitan / Crompton Greaves/Havells / Bajaj / Almonard / Calcutta Fans complete in all aspects as per direction of Engineer In-charge
Supply and fixing of 200MM SWEEP exhaust fans Sweep size 200 mm, No. of blades 6, Switch No, Guard No, Motor speeds (No.) 1, Motor type Normal Speed, Remote control option No, Oscillation No, Body colour White, Finish Glossy, Blade finish Opaque, Blade design Aerodynamically designed & Balanced Blade, Air delivery 520 m³/h, Rated Speed 1350 revolution per minute, Noise level 42 dB, Power consumption 32 W, Rated voltage 230 V, Rated frequency 50 Hz, Packaging dimensions WxHxD 33 cm x 15.5 cm x 33.3 cm, Weight 1.5 kg, Motor protection through thermal overload protection device N0, Guarantee 2 Year. complete in all aspects as per direction of Engineer In-charge
Supply and fixing of Philips Rectangle Shape Led Bulb 8 Watt (T-Bulb B22), Body Material : Polycarbonate, Wattage : 8 Watt, Power Factor : >0.9, Length : 8 inch, Width : 1.2 inch, Height : 4 inch, Warranty : 2 year , Luminous Efficacy (Lm/W) 70 - 140, Power Factor >0.9, Frequency 50 Hertz, Length 8 inch, Width 1.2 inch, Height 4 inch complete in all aspects as per direction of Engineer In-charge .
Supply and fixing of 18 Watt/1800 lumen 6500 K LED Tubelight, Type of Tube Light Cap G-13 Bi-pin, Ingress Protection in IP IP 20, Lamp Shell material Polycarbonate, Length of tube light 1220mm, LED lamp efficacy (Lm/W) 100, Colour Rendering Inde (CRI) > / = 80, Total Harmonics (%) < / = 15%, Beam Angle (Degree) > / = 120 degree, Operating Voltage range (Volt) 100-300, Driver Efficiency (%) more than 85%, Surge Voltage withstand (KV) 2.5 KV, LED Chip Efficacy (Lm/W) 130, Rated Voltage for Performance and life (Volt) 220-240, Lumen Maintenance at 25 deg;C after 6000 hrs (%) 80%, LED Chip Wattage (Individual) (Watt) 0,25, Power Factor > / = 0.9, complete in all aspects as per direction of Engineer In-charge
Supply and fixing of NAMASTE LED LIGHTS 18 Watt/1800 lumen 6500 K LED Tubelight, Type of Tube Light Cap T-5, Ingress Protection in IP IP 20, Lamp Shell material Polycarbonate, Light Source SMD LED Chip, LED Make Bridgelux, Length of tube light 1180 mm, LED lamp efficacy (Lm/W) 100, Colour Rendering Inde (CRI) > / = 80, Total Harmonics (%) < / = 15%, Beam Angle (Degree) > / = 120 degree, Operating Voltage range (Volt) 100-300, Driver Efficiency (%) more than 85%, Surge Voltage withstand (KV) 2.5 KV, LED Chip Efficacy (Lm/W) 130, Rated Voltage for Performance and life (Volt) 220-240, Lumen Maintenance at 25 deg;C after 6000 hrs (%) 80%, LED Chip Wattage (Individual) (Watt) 0,25, Power Factor > / = 0.9, complete in all aspects as per direction of Engineer In-charge
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
Upto 35 sq. mm
Above 185 sq. mm and upto 400 sq. mm
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required
Above 120 sq. mm and upto 400 sq. mm
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.
3½ X 300 sq. mm (70mm)
3½ X 185 sq. mm (57mm)
4X 25 sq. mm (28mm)
4X 10 sq. mm (25mm)
LT XLPE CABLES Supply,of following sizes of PVC sheathed LT XLPE armoured, aluminium 1.1KV grade, as required of the following sizes.
3.5c x 300 sq.mm cable
3.5c x 185 sq.mm cable
4c x 25 sq.mm cable
4c x 10 sq.mm cable
Supply of Solar Street Light (LED based), Power output of PV Module : ≥ 75 Wp at 16.4 ±0.2 Volt at STC, Battery capacity : ≥ 12.8 V (nominal), 30 Ah at STC (1 day autonomy), Type of LED (Light source): 30 Watt White LED type, Ingress protection : IP65 or better, Indicators on the system : Provided with 2 LED indicators: a green light to indicate charging in progress and a red LED to indicate deep discharge condition of the battery. The green LED glow only when the battery is actually being charged. Nominal bore size of tube /Thickness of tube: 65 mm / 4.5mm, Height of pole (in m): 6, Battery box: Outside theluminaire enclosure in a vented, acid proof and corrosion resistant, hot dip galvanized metallic box (IP65 or better) with anti-theft locking arrangement for outdoor use, Type of Battery Lithium Ferro Phosphate battery (LiFePo4). Operating from dusk to dawn first four hour full brightness, rest of the time at lower level, with motion sensor, complet in all aspects as per direction of Engineer in charge.
BUILDING PANEL
INCOMER
1 nos. 500A 415V, Ics=25KA, 4P MCCB with microprocessor release having O/L, S/C E/F,O/V & U/V protection.
1 nos. Digital type multi function meters to show (V,A,KWh,KVAH,KW,KVA,PF,Hz) with cast resin CTs & communication port .
1 Set of phase indicating lamp with MCB
1 nosTPN surge protection device of class 1& 2
3 Nos. CT's 500/5A accuracy Class-I, 15VA Burden
BUSBAR
1set of TPN Al. Bus bar of minimum of 250A capacity with heat shrinkable coloured sleeves & i/c DMC/SMC Busbars supports at required Intervals complete for cross section, size supports & their spacing etc. for with standing fault level of 25KA for 1 sec.
OUTGOING
4 nos. 40A 415V, TP+N MCCB of 25KA with microprocessor based release having O/L, S/C protection & digital multi function (V+A+Hz ) with a set of cast resin CTs.
4 nos. 63A 415V, TP+N MCCB of 25KA with microprocessor based release having O/L, S/C protection & digital multi function (V+A+Hz ) with a set of cast resin CTs.
10 nos. 63 A 415V, TP+N MCB of 25KA Thermal Protection .
10 nos. 40 A 415V, TP+N MCB of 25KA Thermal Protection .
UTILITY PANEL
INCOMER
1 nos. 250A 415V, Ics=25KA, 4P MCCB with microprocessor release having O/L, S/C E/F,O/V & U/V protection.
1 nos. Digital type multi function meters to show (V,A,KWh,KVAH,KW,KVA,PF,Hz) with cast resin CTs & communication port .
1 Set of phase indicating lamp with MCB
1 nosTPN surge protection device of class 1& 2
BUSBAR
1set of TPN Al. Bus bar of minimum of 250A capacity with heat shrinkable coloured sleeves & i/c DMC/SMC Busbars suports at required Intervals complete for cross section, size suports & their spacing etc. for with standing fault level of 25KA for 1 sec.
OUTGOING
3 nos. 40A 415V, TP+N MCCB of 25KA with microprocessor based release having O/L, S/C protection & digital multi function (V+A+Hz ) with a set of cast resin CTs.
3 nos. 63A 415V, TP+N MCCB of 25KA with microprocessor based release having O/L, S/C protection & digital multi function (V+A+Hz ) with a set of cast resin CTs.
3 nos. 63 A 415V, TP+N MCB of 25KA Thermal Protection .
Providing & Fixing Lightning Arresters System (Building protection)
Supplying, installation, testing and commissioning of grid interactive roof top solar photo voltaic power generation system including space frame
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